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170315_Westgate Edmonds - Structural Calcs (Permit).pdf March 15, 2017 STRUCTURAL CALCULATIONS (Permit Submittal) WESTGATE EDMONDS 10032 Edmonds Way Edmonds, WA 98020 Quantum Job Number: 16369.01 Prepared for: STUDIO MENG STRAZZARA 2001 Western Ave. Suite 200 Seattle, WA 98101 Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 WESTGATE VILLAGE EDMONDS WAY EDMONDS, WA 98020 Quantum Job Number: 16369.01 INDEX DESIGN CRITERIA .......................................................................................................................... DC-1 WOOD DESIGN – PART A GRAVITY – ROOF & FLOOR ............................................................................................... WG-1 LATERAL – SHEAR WALLS & HOLDOWNS .................................................................... WL-1 CONCRETE DESIGN – PART B POST-TENSIONED SLABS LEVEL 2 PT SLAB (TRANSFER) ...................................................................................... PT-1 LEVEL 1 PT SLAB ............................................................................................................. PT-100 COLUMNS .............................................................................................................................. CG-1 LATERAL ............................................................................................................................... CL-1 FOUNDATIONS ..................................................................................................................... F-1 STRUCTURAL DESIGN CRITERIA WESTGATE VILLAGE EDMONDS WAY EDMONDS, WA 98020 QUANTUM JOB NUMBER: 16369.01 CODE CRITERIA: BUILDING CODE ................................................................. 2015 INTERNATIONAL BUILDING CODE BUILDING DEPARTMENT .................................................................................... CITY OF EDMONDS WIND CRITERIA ...................................................................................... 110 MPH; EXPOSURE “B” ........................................................................................................................RISK CATEGORY = II ......................................................................................................................................... KZT= 1.00 SEISMIC ZONE ................................................................................................................... SDC = D .............................................................................................................................. SITE CLASS = D ............................................................................................. R = 6.5 (WOOD FRAMED STRUCTURE) ............................................................................................ R=5.0 (CONCRETE BASE STRUCTURE) ........................................................................................................................................... IE = 1.0 .................................................................................................................... SS = 1.263, S1 = 0.494 ................................................................................................................. SDS = 0.842, SD1 = 0.496 ROOF SNOW LOAD ............................................................................................................... 25 PSF LIVE LOAD (RESIDENTIAL) ................................................................................................... 40 PSF LIVE LOAD (BALCONY) .......................................................................................................... 60 PSF LIVE LOAD (RETAIL) ........................................................................................................... 100 PSF LIVE LOAD (ASSEMBLY AREAS AND EXITS) ........................................................................ 100 PSF LIVE LOAD (PARKING AREA) ................................................................................................. 40 PSF LIVE LOAD (LIGHT STORAGE) ............................................................................................. 125 PSF SOILS CRITERIA: ALLOWABLE BEARING PRESSURE................................................................ 3,000 PSF / 6,000 PSF MINIMUM FOOTING WIDTH ...................................... CONTINUOUS: 18” MIN., ISOLATED: 24” MIN. FROST DEPTH .................................................................................................................. 18” MIN. SOILS CONSULTANT .................................................................................................. PanGEO, INC. SOILS REPORT NUMBER...................…………… ............................................................... #16-217 SOILS REPORT DATE...................…………… ................................................ SEPTEMBER 17, 2016 ACTIVE SOIL PRESSURE (RESTRAINED/UNRESTRAINED) ......................................... 55 PCF/35 PCF SEISMIC SURCHARGE PRESSURE ....................................................................................... 6H PSF PASSIVE SOIL PRESSURE .................................................................................................. 350 PCF COEFFICIENT OF FRICTION ...................................................................................................... 0.50 MATERIALS CRITERIA: CONCRETE (28 DAY STRENGTH): FOUNDATION/S.O.G..........……….……. ........................................................... f’c=3,000 PSI BASEMENT WALLS..........……….……. ............................................................ f’c=4,000 PSI WALLS AND COLUMNS..........…… .................................................................. f’c=4,000 PSI STRUCTURAL SLABS AND BEAMS..........……….……. ..................................... f’c=5,000 PSI POST-TENSIONED SLABS..........……….……. .................................................. f’c=5,000 PSI DC - 1 REINFORCING STEEL: GRADE 60..........................…....………… ..................................................... Fy=60,000 PSI MASONRY: (HOLLOW CMU-GRADE N) DESIGN STRENGTH........…....…….....… ....................................................... F’m=1,500 PSI STRUCTURAL STEEL: MISCELLANEOUS SECTIONS: A-36...................…...……..........… ................. Fy=36,000 PSI TUBE SECTIONS: A-500...............…..............… ........................................... Fy=46,000 PSI WELDING............................………......… ...................................................... Fy=70,000 PSI LIGHT GAUGE STEEL: 43 AND 33 MIL.: ASTM A-653 SS GRADE 33 ................................................ Fy=33,000 PSI 97, 68 AND 54 MIL.: ASTM A-653 SS GRADE 50.........…...……..........… ....... Fy=50,000 PSI WELDING............................………......… ...................................................... Fy=60,000 PSI WOOD FRAMING: 2X, 3X, & 4X FRAMING MBRS ....................................................................... HF#2 OR DF#2 6X FRAMING MBRS ..................................................................................................... DF#1 GLULAM BEAMS .................................................... 24F-V4 (V8 @ CONT. AND CANT. MBRS) PARALLAM BEAMS ............................................................................................... 2.2 E PSL LSL MEMBERS – BEAMS & HEADERS ................................................................. 1.55 E LSL LVL MEMBERS – BEAMS & HEADERS ................................................................... 2.0 E LVL WOOD SHTG ...................................................................................................... APA RATED DC - 2 STRUCTURAL DESIGN CRITERIA WESTGATE VILLAGE EDMONDS WAY EDMONDS, WA 98020 QUANTUM JOB NUMBER: 16369.01 ASSEMBLY WEIGHTS ROOF LOADS COMMENTS GRAVITY: SEISMIC: ROOFING 2.2 PSF 2.2 PSF ½” PLYWOOD SHEATHING 1.5 PSF 1.5 PSF ROOF JOISTS @ 24” O.C. 2.1 PSF 2.1 PSF INSULATION 1.0 PSF 1.0 PSF 5/8” GWB – 2 LAYERS 5.2 PSF 5.2 PSF SPRINKLERS 3.0 PSF 1.0 PSF MECH. & ELECT. 1.0 PSF 0.5 PSF MISCELLANEOUS 2.0 PSF 0.5 PSF PARTITIONS - 5.0 PSF ROOF DL 18.0 PSF 19.0 PSF SL = 25 PSF ADDITIONAL ROOF LOADS GREEN ROOF (4” OF SOIL) 40.0 PSF 40.0 PSF SL = 25 PSF TYPICAL WOOD FLOOR LOADS COMMENTS GRAVITY: SEISMIC: FLOORING 2.0 PSF 2.0 PSF 1 1/4” GYPCRETE 13.0 PSF 13.0 PSF PLYWOOD SHEATHING 2.3 PSF 2.3 PSF FLOOR JOISTS @ 16” O.C. 2.2 PSF 2.2 PSF 5/8” GWB – 2 LAYERS 5.2 PSF 5.2 PSF SPRINKLERS 3.0 PSF 1.0 PSF MECH. & ELECT. 1.0 PSF 0.5 PSF MISCELLANEOUS 1.3 PSF 0.8 PSF PARTITIONS - 10.0 PSF FLOOR DL 30.0 PSF 37.0 PSF LL = 40 PSF 2ND FLOOR LOADS (PT CONCRETE) COMMENTS GRAVITY: SEISMIC: FLOORING 3.0 PSF 3.0 PSF 12” CONC. SLAB 150.0 PSF 150.0 PSF INSULATION 0.5 PSF 0.5 PSF SPRINKLERS 3.0 PSF 1.0 PSF MECH. & ELECT. 1.0 PSF 0.5 PSF MISCELLANEOUS 2.5 PSF 2.0 PSF PARTITIONS - 10.0 PSF FLOOR DL 160.0 PSF 167.0 PSF LL = 40 PSF DC - 3 1ST FLOOR LOADS (PT CONCRETE) COMMENTS GRAVITY: SEISMIC: 9” CONC. SLAB 113.0 PSF 113.0 PSF INSULATION 0.5 PSF 0.5 PSF SPRINKLERS 3.0 PSF 1.0 PSF MECH. & ELECT. 1.0 PSF 0.5 PSF MISCELLANEOUS 2.5 PSF 2.0 PSF PARTITIONS - 10.0 PSF FLOOR DL 120.0 PSF 127.0 PSF LL = VARIES EXT. WALL LOADS GRAVITY & SEISMIC: SIDING 3.0 PSF PLYWOOD SHEATHING 1.5 PSF FRAMING – 2X6 @ 16” O.C. 1.7 PSF INSULATION 0.5 PSF 5/8 “ GWB 2.8 PSF MISCELLANEOUS 2.5 PSF 12.0 PSF DC - 4 Design Maps Summary Report Report Title Building Code Reference Document Site Coordinates Site Soil Classification Risk Category User–Specified Input Westgate Village Wed January 4, 2017 06:04:57 UTC ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) 47.79054°N, 122.36679°W Site Class D – “Stiff Soil” I/II/III USGS–Provided Output SS =1.263 g SMS =1.263 g SDS =0.842 g S1 =0.494 g SM1 =0.744 g SD1 =0.496 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the “2009 NEHRP” building code reference document. For PGAM, TL, CRS, and CR1 values, please view the detailed report. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. Design Maps Summary Report https://earthquake.usgs.gov/designmaps/us/summary.php?template=mini... 1 of 1 DC - 5 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 WESTGATE VILLAGE EDMONDS WAY EDMONDS, WA 98020 Quantum Job Number: 16369.01 WOOD DESIGN: PART A 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 WESTGATE VILLAGE EDMONDS WAY EDMONDS, WA 98020 Quantum Job Number: 16369.01 WOOD DESIGN: GRAVITY FRAMING (ROOF & FLOOR) Quantum Consulting Engin... TJS 16369.01 Westgate Edmonds Full Model Mar 14, 2017 at 2:08 PM 170309_Westgate Edmonds - Woo... Y XZ WG - 1 Quantum Consulting Engin... TJS 16369.01 Westgate Edmonds Roof Mar 14, 2017 at 4:05 PM 170309_Westgate Edmonds - Woo... Y X Z Lateral Gravity Area Load w/ Default Residential Corridors Exits/Stairs Roof Green Roof Public Trash Room Exterior Deck Loads: DL PreComp - PreComposite Dead Load Results for LC 1, ASCE ASD 1: DL WG - 2 Quantum Consulting Engin... TJS 16369.01 Westgate Edmonds Roof Mar 14, 2017 at 4:11 PM 170309_Westgate Edmonds - Woo... M12 M23 M86 M103 M108 M136 PUR229 PUR297 PUR397 PUR650 Y X Z Lateral Gravity Loads: DL PreComp - PreComposite Dead Load Results for LC 1, ASCE ASD 1: DL M12 M23 M86 M103 M108 M136 PUR229 PUR297 PUR397 PUR650 WG - 3 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M136 BAR AISC 14th(360-10): ASD Roof Single W24x55 Pinned-Pinned A992 (Fy = 50ksi) Strong Axis Gravity Geometry: Length = 29.8646ft Points (Start to End): N2044 to N2045 (23.5704,153.544,0) to (53.7683,153.544,0) Angle: 0 degrees Start Column Eccentricity = 2 in End Column Eccentricity = 2 in Diagrams for Load Combination 3 : ASCE ASD 3: DL + Snow Load Diagram : Distributed Loads (k/ft), Point Loads (k) .055 1.6441.6431.6441.6441.6441.6441.6441.6441.6441.6441.6441.6441.6441.6441.6431.644 14.17 at 0 ft -14.17 at 30.198 ft V k 100.972 at 15.099 ft M k-ft .436 at 15.099 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 4 Reaction for LC 3: (k) I-End Reaction: Axial:0k J-End Reaction: Axial:0k Shear:14.17k Shear:14.17k Moment:0k-ft Moment:0k-ft Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:6.618 -1.51 0 7.552 0 J-End:6.618 -1.51 0 7.552 0 Maximum Total I-End Reaction: 14.17k for LC 3 (ASCE ASD 3: DL + Snow) Maximum Total J-End Reaction: 14.17k for LC 3 (ASCE ASD 3: DL + Snow) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .055 0 0 .055 -.1 End 30.198 .055 0 0 .055 -.1 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL .1 .118 .745 0 .713 0 2.099 .118 .744 0 .713 0 4.099 .118 .745 0 .713 0 6.099 .118 .745 0 .713 0 8.099 .118 .745 0 .713 0 10.099 .118 .745 0 .713 0 12.099 .118 .745 0 .713 0 14.099 .118 .745 0 .713 0 16.099 .118 .745 0 .713 0 18.099 .118 .745 0 .713 0 20.099 .118 .745 0 .713 0 22.099 .118 .745 0 .713 0 24.099 .118 .745 0 .713 0 26.099 .118 .745 0 .713 0 28.099 .118 .744 0 .713 0 30.098 .118 .745 0 .713 0 Dist(ft) LLS RLL SL SLN RL .1 0 0 .931 0 0 2.099 0 0 .93 0 0 4.099 0 0 .931 0 0 6.099 0 0 .931 0 0 8.099 0 0 .931 0 0 10.099 0 0 .931 0 0 12.099 0 0 .931 0 0 14.099 0 0 .931 0 0 16.099 0 0 .931 0 0 18.099 0 0 .931 0 0 20.099 0 0 .931 0 0 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 5 22.099 0 0 .931 0 0 24.099 0 0 .931 0 0 26.099 0 0 .931 0 0 28.099 0 0 .93 0 0 30.098 0 0 .931 0 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 8.5% Capacity at 30.1979ft for LC 3 (ASCE ASD 3: DL + Snow) V = 14.17k at 30.1979ft fv = 1.52ksi Vn/om = 167.461k Bending: 30.2% Capacity at 15.099ft for LC 3 (ASCE ASD 3: DL + Snow) M = 100.972k-ft Cb = 1.0001 LbTop = 1ft LbBot = 30.1979ft fb = 10.591ksi Mn/om = 334.331k-ft L-torque = 30.1979ft Deflections: 25.6% Capacity at 15.099ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.056 .204 .182 .387 0 0 Span Ratio 6437 1772 1988 937 10000 10000 RISAFloor Version 11.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 6 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M86 2.0E Parallam PSL AWC NDS-15: ASD Roof Single 5.25X11.875FS Pinned-Pinned PSL Strong Axis Gravity Geometry: Length = 9.5ft Points (Start to End): N1614 to N355 (103.337,1.05729,0) to (112.837,1.05729,0) Angle: 0 degrees Diagrams for Load Combination 3 : ASCE ASD 3: DL + Snow Load Diagram : Distributed Loads (k/ft), Point Loads (k) .015 .714.714.714.713 .638 1.664 at 0 ft -1.973 at 9.5 ft V k 4.275 at 5.041 ft M k-ft .043 at 4.75 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 7 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.755 0 0 .909 0 J-End:.887 0 0 1.086 0 Maximum Total I-End Reaction: 1.664k for LC 3 (ASCE ASD 3: DL + Snow) Maximum Total J-End Reaction: 1.973k for LC 3 (ASCE ASD 3: DL + Snow) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .015 0 0 .015 0 End 9.5 .015 0 0 .015 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL 1.083 .041 .291 0 .274 0 3.082 .045 .326 0 .306 0 5.082 .045 .326 0 .306 0 7.082 .045 .326 0 .306 0 9.081 .045 .326 0 .306 0 Dist(ft) LLS RLL SL SLN RL 1.083 0 0 .364 0 0 3.082 0 0 .407 0 0 5.082 0 0 .408 0 0 7.082 0 0 .408 0 0 9.081 0 0 .408 0 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 14.2% Capacity at 9.5ft for LC 3 (ASCE ASD 3: DL + Snow) V = 1.973k at 9.5ft fv = .047ksi Fv' = 0.3335ksi Wood Shear Factors Fv = .29ksi CD = 1.15 Cm = 1 Ct = 1 Bending: 12.5% Capacity at 5.04082ft for LC 3 (ASCE ASD 3: DL + Snow) M = 4.275k-ft RB = 2.27378 le-bend Top = 1ft le-bend Bot = 9.5ft fb = .416ksi Fb' = 3.33292ksi Wood Bending Factors Fb = 2.9ksi CD = 1.15 Cm = 1 Ct = 1 Cfu = 1 CL = 0.999375 CF = 1 Cr = 1 CV = 1 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 8 Deflections: 9.1% Capacity at 4.75ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.004 .02 .024 .043 0 0 Span Ratio 10000 5824 4807 2633 10000 10000 RISAFloor Version 11.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 9 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M103 2.0E Parallam PSL AWC NDS-15: ASD Roof Single 3.5X11.875FS Pinned-Pinned LSL Strong Axis Gravity Geometry: Length = 10.5ft Points (Start to End): N362 to N363 (139.638,5.05729,0) to (150.138,5.05729,0) Angle: 0 degrees Diagrams for Load Combination 3 : ASCE ASD 3: DL + Snow Load Diagram : Distributed Loads (k/ft), Point Loads (k) .038 .198 at 0 ft -.198 at 10.5 ft V k .52 at 5.25 ft M k-ft .014 at 5.25 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 10 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.113 0 0 .086 0 J-End:.113 0 0 .086 0 Maximum Total I-End Reaction: .198k for LC 3 (ASCE ASD 3: DL + Snow) Maximum Total J-End Reaction: .198k for LC 3 (ASCE ASD 3: DL + Snow) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .011 .013 0 .021 0 End 10.5 .011 .013 0 .021 0 Dist(ft) LLS RLL SL SLN RL Start 0 0 0 .016 0 0 End 10.5 0 0 .016 0 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 2% Capacity at 10.5ft for LC 3 (ASCE ASD 3: DL + Snow) V = .198k at 10.5ft fv = .007ksi Fv' = 0.3565ksi Wood Shear Factors Fv = .31ksi CD = 1.15 Cm = 1 Ct = 1 Bending: 2.8% Capacity at 5.25ft for LC 3 (ASCE ASD 3: DL + Snow) M = .52k-ft RB = 3.41067 le-bend Top = 1ft le-bend Bot = 10.5ft fb = .076ksi Fb' = 2.6694ksi Wood Bending Factors Fb = 2.325ksi CD = 1.15 Cm = 1 Ct = 1 Cfu = 1 CL = 0.998372 CF = 1 Cr = 1 Deflections: 3.6% Capacity at 0ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.004 .008 .006 .014 0 0 Span Ratio 10000 10000 10000 9242 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 11 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M108 2.0E Parallam PSL AWC NDS-15: ASD Roof Single 3.5X11.875FS Pinned-Pinned LSL Strong Axis Gravity Geometry: Length = 10.1693ft Points (Start to End): N1634 to N370 (211.245,-2.76269e-06,0) to (221.414,-2.76269e-06,0) Angle: 0 degrees Diagrams for Load Combination 3 : ASCE ASD 3: DL + Snow Load Diagram : Distributed Loads (k/ft), Point Loads (k) .01 .71.71.71.71.71 1.862 at 0 ft -1.79 at 10.169 ft V k 4.89 at 4.981 ft M k-ft .12 at 5.085 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 12 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.828 0 0 1.034 0 J-End:.797 0 0 .993 0 Maximum Total I-End Reaction: 1.862k for LC 3 (ASCE ASD 3: DL + Snow) Maximum Total J-End Reaction: 1.79k for LC 3 (ASCE ASD 3: DL + Snow) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .01 0 0 .01 0 End 10.169 .01 0 0 .01 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL .982 .045 .324 0 .304 0 2.982 .045 .324 0 .304 0 4.982 .045 .324 0 .304 0 6.982 .045 .324 0 .304 0 8.982 .045 .324 0 .304 0 Dist(ft) LLS RLL SL SLN RL .982 0 0 .405 0 0 2.982 0 0 .405 0 0 4.982 0 0 .405 0 0 6.982 0 0 .405 0 0 8.982 0 0 .405 0 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 18.8% Capacity at 0ft for LC 3 (ASCE ASD 3: DL + Snow) V = 1.862k at 0ft fv = .067ksi Fv' = 0.3565ksi Wood Shear Factors Fv = .31ksi CD = 1.15 Cm = 1 Ct = 1 Bending: 26.7% Capacity at 4.98087ft for LC 3 (ASCE ASD 3: DL + Snow) M = 4.89k-ft RB = 3.41067 le-bend Top = 1ft le-bend Bot = 10.1693ft fb = .713ksi Fb' = 2.6694ksi Wood Bending Factors Fb = 2.325ksi CD = 1.15 Cm = 1 Ct = 1 Cfu = 1 CL = 0.998372 CF = 1 Cr = 1 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 13 Deflections: 23.7% Capacity at 5.08464ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.011 .054 .067 .12 0 0 Span Ratio 10000 2280 1824 1013 10000 10000 RISAFloor Version 11.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 14 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M23 2.0E Parallam PSL AWC NDS-15: ASD Roof Single 5.25X7FS Pinned-Pinned PSL Strong Axis Gravity Geometry: Length = 8.3045ft Points (Start to End): N676 to N629 (94.6939,48.4543,0) to (100.566,54.3264,0) Angle: 45 degrees Diagrams for Load Combination 3 : ASCE ASD 3: DL + Snow Load Diagram : Distributed Loads (k/ft), Point Loads (k) .009 .8 1.3511.391 1.195 2.64 at 0 ft -2.17 at 8.304 ft V k 5.526 at 5 ft M k-ft .212 at 4.152 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 15 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:1.156 0 0 1.483 0 J-End:.955 0 0 1.216 0 Maximum Total I-End Reaction: 2.64k for LC 3 (ASCE ASD 3: DL + Snow) Maximum Total J-End Reaction: 2.17k for LC 3 (ASCE ASD 3: DL + Snow) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .009 0 0 .009 0 End 8.304 .009 0 0 .009 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL 1 .081 .543 0 .516 0 2.999 .088 .635 0 .596 0 5 .085 .618 0 .579 0 6.998 .056 .363 0 .346 0 Dist(ft) LLS RLL SL SLN RL 1 0 0 .679 0 0 2.999 0 0 .794 0 0 5 0 0 .772 0 0 6.998 0 0 .454 0 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 32.3% Capacity at 0ft for LC 3 (ASCE ASD 3: DL + Snow) V = 2.64k at 0ft fv = .108ksi Fv' = 0.3335ksi Wood Shear Factors Fv = .29ksi CD = 1.15 Cm = 1 Ct = 1 Bending: 46.4% Capacity at 4.99965ft for LC 3 (ASCE ASD 3: DL + Snow) M = 5.526k-ft RB = 1.74574 le-bend Top = 1ft le-bend Bot = 8.3045ft fb = 1.547ksi Fb' = 3.33378ksi Wood Bending Factors Fb = 2.9ksi CD = 1.15 Cm = 1 Ct = 1 Cfu = 1 CL = 0.999633 CF = 1 Cr = 1 CV = 1 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 16 Deflections: 51% Capacity at 4.15225ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.016 .093 .119 .212 0 0 Span Ratio 6085 1076 836 471 10000 10000 RISAFloor Version 11.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 17 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M12 2.0E Parallam PSL AWC NDS-15: ASD Roof Single 5.25X11.875FS Pinned-Pinned PSL Strong Axis Gravity Geometry: Length = 15.1098ft Points (Start to End): N661 to N662 (105.279,17.3711,0) to (120.388,17.3711,0) Angle: 0 degrees Diagrams for Load Combination 3 : ASCE ASD 3: DL + Snow Load Diagram : Distributed Loads (k/ft), Point Loads (k) .015 .04.04 .709.714.714.714.714.714.7 2.915 at 0 ft -2.656 at 15.11 ft V k 11.349 at 7.247 ft M k-ft .29 at 7.555 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 18 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:1.312 0 0 1.603 0 J-End:1.201 0 0 1.455 0 Maximum Total I-End Reaction: 2.915k for LC 3 (ASCE ASD 3: DL + Snow) Maximum Total J-End Reaction: 2.656k for LC 3 (ASCE ASD 3: DL + Snow) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .015 0 0 .015 0 End 15.11 .015 0 0 .015 0 Start 0 0 0 0 0 0 End .627 0 .012 0 .01 0 Start .627 0 .012 0 .01 0 End 15.11 0 .012 0 .01 0 Dist(ft) LLS RLL SL SLN RL Start 0 0 0 0 0 0 End .627 0 0 .014 0 0 Start .627 0 0 .014 0 0 End 15.11 0 0 .014 0 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL 1.141 .045 .32 0 .3 0 3.141 .045 .326 0 .306 0 5.141 .045 .326 0 .306 0 7.14 .045 .326 0 .306 0 9.141 .045 .326 0 .306 0 11.139 .045 .326 0 .306 0 13.141 .045 .324 0 .304 0 Dist(ft) LLS RLL SL SLN RL 1.141 0 0 .4 0 0 3.141 0 0 .408 0 0 5.141 0 0 .408 0 0 7.14 0 0 .408 0 0 9.141 0 0 .408 0 0 11.139 0 0 .408 0 0 13.141 0 0 .405 0 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 19 Shear: 21% Capacity at 0ft for LC 3 (ASCE ASD 3: DL + Snow) V = 2.915k at 0ft fv = .07ksi Fv' = 0.3335ksi Wood Shear Factors Fv = .29ksi CD = 1.15 Cm = 1 Ct = 1 Bending: 33.1% Capacity at 7.24655ft for LC 3 (ASCE ASD 3: DL + Snow) M = 11.349k-ft RB = 2.27378 le-bend Top = 1ft le-bend Bot = 15.1098ft fb = 1.104ksi Fb' = 3.33292ksi Wood Bending Factors Fb = 2.9ksi CD = 1.15 Cm = 1 Ct = 1 Cfu = 1 CL = 0.999375 CF = 1 Cr = 1 CV = 1 Deflections: 38.4% Capacity at 7.55491ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.028 .131 .16 .29 0 0 Span Ratio 6416 1389 1134 624 10000 10000 RISAFloor Version 11.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 20 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR650 Trus Joist Roof Continuous TJI 210_11.875 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 26.4749ft Points (Start to End): N4353 to N4276 (197.357,39.7566,0) to (223.832,39.7566,0) Angle: 0 degrees Diagrams for Load Combination 3 : ASCE ASD 3: DL + Snow Load Diagram : Distributed Loads (k/ft), Point Loads (k) .088 .01 .696 at 18.641 ft -.955 at 18.37 ft V k 2.423 at 7.834 ft -2.783 at 18.37 ft M k-ft .687 at 26.475 ft .002 at 0 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 21 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.277 0 0 .375 0 J-End:.716 0 0 .935 0 Maximum Total I-End Reaction: .653k for LC 3 (ASCE ASD 3: DL + Snow) Maximum Total J-End Reaction: 1.651k for LC 3 (ASCE ASD 3: DL + Snow) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .04 0 .038 0 End 26.475 .006 .04 0 .038 0 Dist(ft) LLS RLL SL SLN RL Start 0 0 0 .05 0 0 End 26.475 0 0 .05 0 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL 26.475 .01 0 0 .01 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 0 2 1 1 1 2 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 50.2% Capacity at 18.3704ft for LC 3 (ASCE ASD 3: DL + Snow) V = .955k at 18.3704ft V' = 1.90325k CD = 1.15 Bending: 63.8% Capacity at 18.3704ft for LC 3 (ASCE ASD 3: DL + Snow) M = -2.783k-ft M' = 4.36425k-ft CD = 1.15 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 42.8% Capacity at 8.37473ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.036 .164 .231 .395 0 0 Span Ratio 5378 1348 961 561 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 22 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR397 Trus Joist Roof Continuous TJI 210_11.875 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 30.9973ft Points (Start to End): N3515 to N3517 (78.701,100.608,0) to (100.619,78.69,0) Angle: 135 degrees Diagrams for Load Combination 3 : ASCE ASD 3: DL + Snow Load Diagram : Distributed Loads (k/ft), Point Loads (k) .088 .003 .088 .822 at 15.815 ft -.82 at 15.182 ft V k 1.479 at 5.693 ft -2.479 at 15.499 ft M k-ft .15 at 6.642 ft 0 at 15.499 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 23 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.218 0 0 .291 0 J-End:.217 0 0 .29 0 Maximum Total I-End Reaction: .509k for LC 3 (ASCE ASD 3: DL + Snow) Maximum Total J-End Reaction: .507k for LC 3 (ASCE ASD 3: DL + Snow) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .003 0 0 .003 0 End 30.997 .003 0 0 .003 0 Start 0 .003 .04 0 .035 0 End 15.333 .003 .04 0 .035 0 Start 15.708 .003 .04 0 .035 0 End 30.997 .003 .04 0 .035 0 Dist(ft) LLS RLL SL SLN RL Start 0 0 0 .05 0 0 End 15.333 0 0 .05 0 0 Start 15.708 0 0 .05 0 0 End 30.997 0 0 .05 0 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 0 2 1 1 1 2 0 2 1 1 1 3 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 43.2% Capacity at 15.815ft for LC 3 (ASCE ASD 3: DL + Snow) V = .822k at 15.815ft V' = 1.90325k CD = 1.15 Bending: 56.8% Capacity at 15.4987ft for LC 3 (ASCE ASD 3: DL + Snow) M = -2.479k-ft M' = 4.36425k-ft CD = 1.15 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 19.6% Capacity at 6.95858ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.009 .064 .086 .15 0 0 Span Ratio 10000 2859 2146 1226 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 24 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR297 Trus Joist Roof Single TJI 210_11.875 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 16.6042ft Points (Start to End): N1000 to N1021 (73.6568,73.7326,0) to (85.3977,61.9917,0) Angle: 135 degrees Diagrams for Load Combination 3 : ASCE ASD 3: DL + Snow Load Diagram : Distributed Loads (k/ft), Point Loads (k) .088 .727 at 0 ft -.727 at 16.604 ft V k 3.017 at 8.302 ft M k-ft .683 at 7.794 ft .073 at 16.604 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 25 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.312 0 0 .415 0 J-End:.312 0 0 .415 0 Maximum Total I-End Reaction: .727k for LC 3 (ASCE ASD 3: DL + Snow) Maximum Total J-End Reaction: .727k for LC 3 (ASCE ASD 3: DL + Snow) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .04 0 .038 0 End 16.604 .006 .04 0 .038 0 Dist(ft) LLS RLL SL SLN RL Start 0 0 0 .05 0 0 End 16.604 0 0 .05 0 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 38.2% Capacity at 0ft for LC 3 (ASCE ASD 3: DL + Snow) V = .727k at 0ft V' = 1.90325k CD = 1.15 Bending: 69.1% Capacity at 8.30208ft for LC 3 (ASCE ASD 3: DL + Snow) M = -3.017k-ft M' = 4.36425k-ft CD = 1.15 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 65.1% Capacity at 8.47151ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.034 .232 .309 .54 0 0 Span Ratio 5831 860 646 369 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 26 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR229 Trus Joist Roof Single TJI 210_11.875 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 18.8776ft Points (Start to End): N2821 to N2822 (58.461,130.384,0) to (77.3386,130.384,0) Angle: 0 degrees Diagrams for Load Combination 3 : ASCE ASD 3: DL + Snow Load Diagram : Distributed Loads (k/ft), Point Loads (k) .088 .826 at 0 ft -.826 at 18.878 ft V k 3.899 at 9.439 ft M k-ft .92 at 9.631 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 27 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.354 0 0 .472 0 J-End:.354 0 0 .472 0 Maximum Total I-End Reaction: .826k for LC 3 (ASCE ASD 3: DL + Snow) Maximum Total J-End Reaction: .826k for LC 3 (ASCE ASD 3: DL + Snow) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .04 0 .038 0 End 18.878 .006 .04 0 .038 0 Dist(ft) LLS RLL SL SLN RL Start 0 0 0 .05 0 0 End 18.878 0 0 .05 0 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 43.4% Capacity at 18.8776ft for LC 3 (ASCE ASD 3: DL + Snow) V = -.826k at 18.8776ft V' = 1.90325k CD = 1.15 Bending: 89.3% Capacity at 9.4388ft for LC 3 (ASCE ASD 3: DL + Snow) M = -3.899k-ft M' = 4.36425k-ft CD = 1.15 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 93% Capacity at 9.63143ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.056 .377 .502 .878 0 0 Span Ratio 4079 602 452 258 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 28 Quantum Consulting Engin... TJS 16369.01 Westgate Edmonds Level 4 Mar 14, 2017 at 4:05 PM 170309_Westgate Edmonds - Woo... Y X Z Lateral Gravity Area Load w/ Default Residential Corridors Exits/Stairs Roof Green Roof Public Trash Room Exterior Deck Loads: DL PreComp - PreComposite Dead Load Results for LC 1, ASCE ASD 1: DL WG - 29 Quantum Consulting Engin... TJS 16369.01 Westgate Edmonds Level 4 Mar 14, 2017 at 4:31 PM 170309_Westgate Edmonds - Woo... M8 M21 M8 5 M1 1 1 PUR591 PU R 1 0 0 7 PUR1183 PUR1155 PUR1111 Y X Z Lateral Gravity Loads: DL PreComp - PreComposite Dead Load Results for LC 1, ASCE ASD 1: DL M8 M21 M8 5 M1 1 1 PUR591 PU R 1 0 0 7 PUR1183 PUR1155 PUR1111 WG - 30 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M85 2.0E Parallam PSL AWC NDS-15: ASD Level 4 Single 5.25X11.875FS Pinned-Pinned PSL Strong Axis Gravity Geometry: Length = 9.5ft Points (Start to End): N1569 to N325 (1.00001,113.704,0) to (1.00001,104.204,0) Angle: 90 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .015 .695 .773.774.774.774.774.774 2.51 at 0 ft -2.973 at 9.5 ft V k 6.699 at 5.235 ft M k-ft .069 at 4.75 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 31 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:1.14 0 1.37 0 0 J-End:1.343 0 1.63 0 0 Maximum Total I-End Reaction: 2.51k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: 2.973k for LC 2 (ASCE ASD 2: DL + LL) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .015 0 0 .015 0 End 9.5 .015 0 0 .015 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL 1.222 .046 .217 0 .339 .435 2.555 .046 .217 0 .339 .435 3.888 .046 .217 0 .339 .435 5.221 .046 .217 0 .339 .435 6.554 .046 .217 0 .339 .435 7.887 .046 .217 0 .339 .434 9.22 .041 .195 0 .305 .39 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 74.9878 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 24.7% Capacity at 9.5ft for LC 2 (ASCE ASD 2: DL + LL) V = 2.973k at 9.5ft fv = .072ksi Fv' = 0.29ksi Wood Shear Factors Fv = .29ksi CD = 1 Cm = 1 Ct = 1 Bending: 22.5% Capacity at 5.23469ft for LC 2 (ASCE ASD 2: DL + LL) M = 6.699k-ft RB = 2.27378 le-bend Top = 1ft le-bend Bot = 9.5ft fb = .652ksi Fb' = 2.89843ksi Wood Bending Factors Fb = 2.9ksi CD = 1 Cm = 1 Ct = 1 Cfu = 1 CL = 0.999457 CF = 1 Cr = 1 CV = 1 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 32 Deflections: 14.5% Capacity at 4.75ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.006 .031 .038 .069 0 0 Span Ratio 10000 3645 3014 1650 10000 10000 RISAFloor Version 11.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 33 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M8 2.0E Parallam PSL AWC NDS-15: ASD Level 4 Single 5.25X11.875FS Pinned-Pinned PSL Strong Axis Gravity Geometry: Length = 15.0934ft Points (Start to End): N657 to N658 (17.3138,120.444,0) to (17.3138,105.35,0) Angle: 90 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .055 .055 .015 .751.774.774.774.774.774.774.774.774.774.764 4.43 at 0 ft -4.873 at 15.093 ft V k 18.095 at 7.855 ft M k-ft .465 at 7.547 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 34 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:2 0 2.43 0 0 J-End:2.195 0 2.678 0 0 Maximum Total I-End Reaction: 4.43k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: 4.873k for LC 2 (ASCE ASD 2: DL + LL) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .015 0 0 .015 0 End 15.093 .015 0 0 .015 0 Start 0 .001 .012 0 .017 .023 End 14.466 .001 .012 0 .017 .023 Start 14.466 .001 .012 0 .017 .023 End 15.093 0 0 0 0 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL 1.297 .045 .215 0 .335 .429 2.63 .046 .217 0 .339 .435 3.963 .046 .217 0 .339 .435 5.296 .046 .217 0 .339 .435 6.629 .046 .217 0 .339 .435 7.962 .046 .217 0 .339 .435 9.295 .046 .217 0 .339 .435 10.628 .046 .217 0 .339 .435 11.961 .046 .217 0 .339 .435 13.294 .046 .217 0 .339 .435 14.627 .045 .211 0 .329 .422 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 127.686 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 35 Shear: 40.4% Capacity at 15.0934ft for LC 2 (ASCE ASD 2: DL + LL) V = 4.873k at 15.0934ft fv = .117ksi Fv' = 0.29ksi Wood Shear Factors Fv = .29ksi CD = 1 Cm = 1 Ct = 1 Bending: 60.7% Capacity at 7.85474ft for LC 2 (ASCE ASD 2: DL + LL) M = 18.095k-ft RB = 2.27378 le-bend Top = 1ft le-bend Bot = 15.0934ft fb = 1.76ksi Fb' = 2.89843ksi Wood Bending Factors Fb = 2.9ksi CD = 1 Cm = 1 Ct = 1 Cfu = 1 CL = 0.999457 CF = 1 Cr = 1 CV = 1 Deflections: 61.6% Capacity at 7.54671ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.037 .209 .255 .465 0 0 Span Ratio 4895 865 710 390 10000 10000 RISAFloor Version 11.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 36 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M21 2.0E Parallam PSL AWC NDS-15: ASD Level 4 Single 5.25X7FS Pinned-Pinned PSL Strong Axis Gravity Geometry: Length = 8.22781ft Points (Start to End): N672 to N673 (70.829,70.9049,0) to (76.647,76.7228,0) Angle: 45 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .009 .574 1.8641.8871.869 .563 3.411 at 0 ft -3.418 at 8.228 ft V k 9.167 at 4.114 ft M k-ft .326 at 4.114 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 37 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:1.512 0 1.899 0 0 J-End:1.515 0 1.903 0 0 Maximum Total I-End Reaction: 3.411k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: 3.418k for LC 2 (ASCE ASD 2: DL + LL) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .009 0 0 .009 0 End 8.228 .009 0 0 .009 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL .914 .035 .157 0 .248 .315 2.514 .105 .527 0 .816 1.052 4.114 .106 .532 0 .823 1.063 5.714 .105 .526 0 .814 1.05 7.314 .036 .161 0 .253 .321 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 95.0471 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 48.1% Capacity at 8.22781ft for LC 2 (ASCE ASD 2: DL + LL) V = 3.418k at 8.22781ft fv = .14ksi Fv' = 0.29ksi Wood Shear Factors Fv = .29ksi CD = 1 Cm = 1 Ct = 1 Bending: 88.5% Capacity at 4.1139ft for LC 2 (ASCE ASD 2: DL + LL) M = 9.167k-ft RB = 1.74574 le-bend Top = 1ft le-bend Bot = 8.22781ft fb = 2.566ksi Fb' = 2.89908ksi Wood Bending Factors Fb = 2.9ksi CD = 1 Cm = 1 Ct = 1 Cfu = 1 CL = 0.999681 CF = 1 Cr = 1 CV = 1 Deflections: 79.3% Capacity at 4.1139ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.021 .144 .182 .326 0 0 Span Ratio 4673 685 542 303 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 38 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M111 2.0E Parallam PSL AWC NDS-15: ASD Level 4 Single 3.5X11.875FS Pinned-Pinned LSL Strong Axis Gravity Geometry: Length = 6.33333ft Points (Start to End): N1642 to N375 (233.724,5.16927,0) to (233.724,11.5026,0) Angle: 90 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .01 .186.185.185.186 .406 at 0 ft -.4 at 6.333 ft V k .731 at 3.49 ft M k-ft .007 at 3.167 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 39 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.534 0 -.128 .34 0 J-End:.525 0 -.126 .335 0 Maximum Total I-End Reaction: .874k for LC 3 (ASCE ASD 3: DL + Snow) Maximum Total J-End Reaction: .86k for LC 3 (ASCE ASD 3: DL + Snow) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .01 0 0 .01 0 End 6.333 .01 0 0 .01 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL 1.14 .022 .103 0 .249 -.063 2.473 .022 .103 0 .249 -.063 3.806 .022 .103 0 .249 -.063 5.139 .022 .103 0 .249 -.063 Dist(ft) LLS RLL SL SLN RL 1.14 0 0 .169 0 0 2.473 0 0 .169 0 0 3.806 0 0 .169 0 0 5.139 0 0 .169 0 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 8.8% Capacity at 0ft for LC 3 (ASCE ASD 3: DL + Snow) V = .874k at 0ft fv = .032ksi Fv' = 0.3565ksi Wood Shear Factors Fv = .31ksi CD = 1.15 Cm = 1 Ct = 1 Bending: 8.7% Capacity at 3.7483ft for LC 3 (ASCE ASD 3: DL + Snow) M = 1.584k-ft RB = 3.41067 le-bend Top = 1ft le-bend Bot = 6.33333ft fb = .231ksi Fb' = 2.6694ksi Wood Bending Factors Fb = 2.325ksi CD = 1.15 Cm = 1 Ct = 1 Cfu = 1 CL = 0.998372 CF = 1 Cr = 1 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 40 Deflections: 4.4% Capacity at 3.16667ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.001 .01 .004 .014 0 0 Span Ratio 10000 7724 10000 5511 10000 10000 RISAFloor Version 11.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 41 Quantum Consulting Engin... TJS 16369.01 Westgate Edmonds Level 3 Mar 14, 2017 at 4:05 PM 170309_Westgate Edmonds - Woo... Y X Z Lateral Gravity Area Load w/ Default Residential Corridors Exits/Stairs Roof Green Roof Public Trash Room Exterior Deck Loads: DL PreComp - PreComposite Dead Load Results for LC 1, ASCE ASD 1: DL WG - 42 Quantum Consulting Engin... TJS 16369.01 Westgate Edmonds Level 3 Mar 14, 2017 at 4:46 PM 170309_Westgate Edmonds - Woo... M8 M2 7 M1 1 4 PUR592 PU R 1 0 3 2 PUR1269 PUR1333 Y X Z Lateral Gravity Loads: DL PreComp - PreComposite Dead Load Results for LC 1, ASCE ASD 1: DL M8 M2 7 M1 1 4 PUR592 PU R 1 0 3 2 PUR1269 PUR1333 WG - 43 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR1155 Trus Joist Level 4 Continuous TJI 210_11.875 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 25.6484ft Points (Start to End): N2822 to N2823 (208.076,10.3087,0) to (233.724,10.3087,0) Angle: 0 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .095 .059 .549 at 0 ft -.792 at 14.133 ft V k 1.585 at 6.02 ft -1.716 at 14.133 ft M k-ft .154 at 6.281 ft -.016 at 16.488 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 44 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.223 0 .327 -.018 0 J-End:.249 0 -.063 .169 0 Maximum Total I-End Reaction: .549k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: .418k for LC 3 (ASCE ASD 3: DL + Snow) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .027 0 .006 0 End 25.648 .006 .027 0 .006 0 Start 0 0 0 0 .036 .053 End 14.174 0 0 0 .036 .053 Start 14.174 0 0 0 .053 0 End 25.648 0 0 0 .053 0 Dist(ft) LLS RLL SL SLN RL Start 14.174 0 0 .033 0 0 End 25.648 0 0 .033 0 0 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 18.8946 2 1 1 1 2 0 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 47.9% Capacity at 14.1328ft for LC 2 (ASCE ASD 2: DL + LL) V = .792k at 14.1328ft V' = 1.655k CD = 1 Bending: 45.2% Capacity at 14.1328ft for LC 2 (ASCE ASD 2: DL + LL) M = -1.716k-ft M' = 3.795k-ft CD = 1 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 21.9% Capacity at 7.06641ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.008 .051 .103 .154 0 0 Span Ratio 10000 3314 1645 1104 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 45 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR1007 Trus Joist Level 4 Single TJI 360_11.88 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 14.8333ft Points (Start to End): N2561 to N2562 (220.441,23.6583,0) to (220.441,38.4916,0) Angle: 90 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .175 1.299 at 0 ft -1.299 at 14.833 ft V k 4.815 at 7.417 ft M k-ft .559 at 7.417 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 46 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.31 0 .989 0 0 J-End:.31 0 .989 0 0 Maximum Total I-End Reaction: 1.299k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: 1.299k for LC 2 (ASCE ASD 2: DL + LL) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .027 0 .042 .133 End 14.833 .006 .027 0 .042 .133 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 19.7728 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 76.2% Capacity at 0ft for LC 2 (ASCE ASD 2: DL + LL) V = 1.299k at 0ft V' = 1.705k CD = 1 Bending: 77.9% Capacity at 7.41667ft for LC 2 (ASCE ASD 2: DL + LL) M = -4.815k-ft M' = 6.18k-ft CD = 1 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 86.1% Capacity at 7.56803ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.019 .133 .426 .559 0 0 Span Ratio 9620 1334 418 318 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 47 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR1183 Trus Joist Level 4 Single TJI 360_11.88 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 14.2604ft Points (Start to End): N2875 to N2876 (183.097,27.8399,0) to (197.357,27.8399,0) Angle: 0 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .175 1.248 at 0 ft -1.248 at 14.26 ft V k 4.451 at 7.13 ft M k-ft .485 at 7.13 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 48 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.298 0 .95 0 0 J-End:.298 0 .95 0 0 Maximum Total I-End Reaction: 1.248k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: 1.248k for LC 2 (ASCE ASD 2: DL + LL) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .027 0 .042 .133 End 14.26 .006 .027 0 .042 .133 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 19.0091 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 73.2% Capacity at 0ft for LC 2 (ASCE ASD 2: DL + LL) V = 1.248k at 0ft V' = 1.705k CD = 1 Bending: 72% Capacity at 7.13021ft for LC 2 (ASCE ASD 2: DL + LL) M = -4.451k-ft M' = 6.18k-ft CD = 1 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 77.6% Capacity at 7.27572ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.016 .116 .369 .485 0 0 Span Ratio 10000 1479 464 353 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 49 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR591 Trus Joist Level 4 Single TJI 210_11.875 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 16.3138ft Points (Start to End): N1554 to N1555 (1.00001,111.149,0) to (17.3138,111.149,0) Angle: 0 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .095 .774 at 0 ft -.774 at 16.314 ft V k 3.157 at 8.157 ft M k-ft .806 at 9.322 ft .052 at 0 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 50 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.339 0 .435 0 0 J-End:.339 0 .435 0 0 Maximum Total I-End Reaction: .774k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: .774k for LC 2 (ASCE ASD 2: DL + LL) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .027 0 .042 .053 End 16.314 .006 .027 0 .042 .053 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 21.7463 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 46.8% Capacity at 0ft for LC 2 (ASCE ASD 2: DL + LL) V = .774k at 0ft V' = 1.655k CD = 1 Bending: 83.2% Capacity at 8.1569ft for LC 2 (ASCE ASD 2: DL + LL) M = -3.157k-ft M' = 3.795k-ft CD = 1 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 67.2% Capacity at 8.32337ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.032 .24 .308 .548 0 0 Span Ratio 6057 815 636 357 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 51 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR1111 Trus Joist Level 4 Single TJI 230_11.875 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 15.2083ft Points (Start to End): N2936 to N2937 (137.284,37.8849,0) to (152.493,37.8849,0) Angle: 0 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .114 .863 at 0 ft -.863 at 15.208 ft V k 3.283 at 7.604 ft M k-ft .656 at 8.225 ft .088 at 0 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 52 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.377 0 .487 0 0 J-End:.377 0 .487 0 0 Maximum Total I-End Reaction: .863k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: .863k for LC 2 (ASCE ASD 2: DL + LL) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .032 0 .05 .064 End 15.208 .006 .032 0 .05 .064 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 24.3333 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 52.2% Capacity at 0ft for LC 2 (ASCE ASD 2: DL + LL) V = .863k at 0ft V' = 1.655k CD = 1 Bending: 77.9% Capacity at 7.60417ft for LC 2 (ASCE ASD 2: DL + LL) M = -3.283k-ft M' = 4.215k-ft CD = 1 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 61.1% Capacity at 7.75935ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.026 .203 .262 .465 0 0 Span Ratio 7017 900 697 393 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 53 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR592 Trus Joist Level 3 Single TJI 210_11.875 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 16.3138ft Points (Start to End): N1557 to N1558 (1.00001,112.482,0) to (17.3138,112.482,0) Angle: 0 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .095 .774 at 0 ft -.774 at 16.314 ft V k 3.157 at 8.157 ft M k-ft .812 at 9.489 ft .028 at 0 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 54 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.339 0 .435 0 0 J-End:.339 0 .435 0 0 Maximum Total I-End Reaction: .774k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: .774k for LC 2 (ASCE ASD 2: DL + LL) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .027 0 .042 .053 End 16.314 .006 .027 0 .042 .053 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 21.7463 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 46.8% Capacity at 0ft for LC 2 (ASCE ASD 2: DL + LL) V = .774k at 0ft V' = 1.655k CD = 1 Bending: 83.2% Capacity at 8.1569ft for LC 2 (ASCE ASD 2: DL + LL) M = -3.157k-ft M' = 3.795k-ft CD = 1 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 67.2% Capacity at 8.32337ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.032 .24 .308 .548 0 0 Span Ratio 6057 815 636 357 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 55 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M8 2.0E Parallam PSL AWC NDS-15: ASD Level 3 Single 5.25X11.875FS Pinned-Pinned PSL Strong Axis Gravity Geometry: Length = 15.0934ft Points (Start to End): N657 to N658 (17.3138,120.444,0) to (17.3138,105.35,0) Angle: 90 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .055 .055 .015 .751.774.774.774.774.774.774.774.774.774.764 4.43 at 0 ft -4.873 at 15.093 ft V k 18.095 at 7.855 ft M k-ft .465 at 7.547 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 56 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:2 0 2.43 0 0 J-End:2.195 0 2.678 0 0 Maximum Total I-End Reaction: 4.43k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: 4.873k for LC 2 (ASCE ASD 2: DL + LL) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .015 0 0 .015 0 End 15.093 .015 0 0 .015 0 Start 0 .001 .012 0 .017 .023 End 14.466 .001 .012 0 .017 .023 Start 14.466 .001 .012 0 .017 .023 End 15.093 0 0 0 0 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL 1.297 .045 .215 0 .335 .429 2.63 .046 .217 0 .339 .435 3.963 .046 .217 0 .339 .435 5.296 .046 .217 0 .339 .435 6.629 .046 .217 0 .339 .435 7.962 .046 .217 0 .339 .435 9.295 .046 .217 0 .339 .435 10.628 .046 .217 0 .339 .435 11.961 .046 .217 0 .339 .435 13.294 .046 .217 0 .339 .435 14.627 .045 .211 0 .329 .422 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 127.686 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 57 Shear: 40.4% Capacity at 15.0934ft for LC 2 (ASCE ASD 2: DL + LL) V = 4.873k at 15.0934ft fv = .117ksi Fv' = 0.29ksi Wood Shear Factors Fv = .29ksi CD = 1 Cm = 1 Ct = 1 Bending: 60.7% Capacity at 7.85474ft for LC 2 (ASCE ASD 2: DL + LL) M = 18.095k-ft RB = 2.27378 le-bend Top = 1ft le-bend Bot = 15.0934ft fb = 1.76ksi Fb' = 2.89843ksi Wood Bending Factors Fb = 2.9ksi CD = 1 Cm = 1 Ct = 1 Cfu = 1 CL = 0.999457 CF = 1 Cr = 1 CV = 1 Deflections: 61.6% Capacity at 7.54671ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.037 .209 .255 .465 0 0 Span Ratio 4895 865 710 390 10000 10000 RISAFloor Version 11.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 58 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M27 2.0E Parallam PSL AWC NDS-15: ASD Level 3 Single 5.25X7FS Pinned-Pinned PSL Strong Axis Gravity Geometry: Length = 8.12637ft Points (Start to End): N2036 to N2037 (152.493,34.6849,0) to (152.493,42.8113,0) Angle: 90 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .009 .033 .234 .668 .838.863.874.863.874 .773 .677 3.459 at 0 ft -3.311 at 8.126 ft V k 8.376 at 4.395 ft M k-ft .301 at 4.063 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 59 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:1.535 0 1.924 0 0 J-End:1.473 0 1.838 0 0 Maximum Total I-End Reaction: 3.459k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: 3.311k for LC 2 (ASCE ASD 2: DL + LL) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .009 0 0 .009 0 End 8.126 .009 0 0 .009 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL 1.206 .043 .189 0 .298 .378 1.6 .046 .217 0 .339 .434 2.806 .049 .246 0 .381 .493 3.2 .048 .243 0 .377 .487 4.406 .049 .246 0 .381 .493 4.8 .048 .243 0 .377 .487 6.006 .049 .235 0 .367 .471 6.4 .046 .186 0 .297 .371 7.606 .016 .065 0 .104 .13 8 .002 .009 0 .015 .018 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 94.0384 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 48.7% Capacity at 0ft for LC 2 (ASCE ASD 2: DL + LL) V = 3.459k at 0ft fv = .141ksi Fv' = 0.29ksi Wood Shear Factors Fv = .29ksi CD = 1 Cm = 1 Ct = 1 Bending: 80.9% Capacity at 4.39488ft for LC 2 (ASCE ASD 2: DL + LL) M = 8.376k-ft RB = 1.74574 le-bend Top = 1ft le-bend Bot = 8.12637ft fb = 2.344ksi Fb' = 2.89908ksi Wood Bending Factors Fb = 2.9ksi CD = 1 Cm = 1 Ct = 1 Cfu = 1 CL = 0.999681 CF = 1 Cr = 1 CV = 1 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 60 Deflections: 74% Capacity at 4.06319ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.02 .133 .168 .301 0 0 Span Ratio 4876 733 582 324 10000 10000 RISAFloor Version 11.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 61 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR1333 Trus Joist Level 3 Single TJI 230_11.875 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 15.2083ft Points (Start to End): N3219 to N3209 (167.888,38.7263,0) to (183.097,38.7263,0) Angle: 1.39363e-06 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .114 .863 at 0 ft -.863 at 15.208 ft V k 3.283 at 7.604 ft M k-ft .563 at 7.604 ft .097 at 15.208 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 62 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.377 0 .487 0 0 J-End:.377 0 .487 0 0 Maximum Total I-End Reaction: .863k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: .863k for LC 2 (ASCE ASD 2: DL + LL) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .032 0 .05 .064 End 15.208 .006 .032 0 .05 .064 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 24.3333 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 52.2% Capacity at 0ft for LC 2 (ASCE ASD 2: DL + LL) V = .863k at 0ft V' = 1.655k CD = 1 Bending: 77.9% Capacity at 7.60417ft for LC 2 (ASCE ASD 2: DL + LL) M = -3.283k-ft M' = 4.215k-ft CD = 1 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 61.1% Capacity at 7.75935ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.026 .203 .262 .465 0 0 Span Ratio 7017 900 697 393 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 63 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR1032 Trus Joist Level 3 Single TJI 210_11.875 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 14.8333ft Points (Start to End): N2595 to N2596 (213.776,38.8666,0) to (213.776,53.7,0) Angle: 90 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .095 .704 at 0 ft -.704 at 14.833 ft V k 2.61 at 7.417 ft M k-ft .384 at 7.417 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 64 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.308 0 .395 0 0 J-End:.308 0 .395 0 0 Maximum Total I-End Reaction: .704k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: .704k for LC 2 (ASCE ASD 2: DL + LL) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .027 0 .042 .053 End 14.833 .006 .027 0 .042 .053 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 19.7728 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 42.5% Capacity at 0ft for LC 2 (ASCE ASD 2: DL + LL) V = .704k at 0ft V' = 1.655k CD = 1 Bending: 68.8% Capacity at 7.41667ft for LC 2 (ASCE ASD 2: DL + LL) M = -2.61k-ft M' = 3.795k-ft CD = 1 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 51.8% Capacity at 7.56803ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.023 .168 .216 .384 0 0 Span Ratio 7853 1057 824 463 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 65 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: PUR1269 Trus Joist Level 3 Continuous TJI 210_11.875 Pinned-Pinned Wood Products Matl Strong Axis Gravity Geometry: Length = 25.6484ft Points (Start to End): N3055 to N3056 (208.076,65.7551,0) to (233.724,65.7551,0) Angle: 0 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .095 .703 at 14.395 ft -.807 at 14.133 ft V k 1.495 at 5.234 ft -1.932 at 14.133 ft M k-ft .141 at 6.281 ft -.005 at 15.441 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 66 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.234 0 .3 0 0 J-End:.16 0 .205 0 0 Maximum Total I-End Reaction: .534k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: .365k for LC 2 (ASCE ASD 2: DL + LL) Note: Connection Issues (stiffeners, interior and end bearing) have not been included in Joist Design. All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .006 .027 0 .042 .053 End 25.648 .006 .027 0 .042 .053 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 18.9779 2 1 1 1 2 15.2115 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 48.8% Capacity at 14.1328ft for LC 2 (ASCE ASD 2: DL + LL) V = .807k at 14.1328ft V' = 1.655k CD = 1 Bending: 50.9% Capacity at 14.1328ft for LC 2 (ASCE ASD 2: DL + LL) M = -1.932k-ft M' = 3.795k-ft CD = 1 Note: I-Joist member's compression flange must be sufficiently braced per manufacturer's/ICC recommendations. Deflections: 19.7% Capacity at 6.54297ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.008 .061 .079 .14 0 0 Span Ratio 10000 2782 2170 1219 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 67 Beam: Shape Group: Code: Floor: Span: Size: Fixity: Material: Bending: Function: M114 2.0E Parallam PSL AWC NDS-15: ASD Level 3 Single 3.5X11.875FS Pinned-Pinned LSL Strong Axis Gravity Geometry: Length = 6.33333ft Points (Start to End): N1654 to N384 (233.724,65.8932,0) to (233.724,72.2266,0) Angle: 90 degrees Diagrams for Load Combination 2 : ASCE ASD 2: DL + LL Load Diagram : Distributed Loads (k/ft), Point Loads (k) .01 .364.363.363.364 .752 at 0 ft -.765 at 6.333 ft V k 1.384 at 2.585 ft M k-ft .014 at 3.167 ft D in RISAFloor Version 11.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 68 Envelope and Category Shear Reactions: (k) Non Reducible (Unreduced) Non Reducible (Unreduced) DL LL+LLS LL+LLS Roof LL Total Roof LL Total I-End:.347 0 .405 0 0 J-End:.353 0 .412 0 0 Maximum Total I-End Reaction: .752k for LC 2 (ASCE ASD 2: DL + LL) Maximum Total J-End Reaction: .765k for LC 2 (ASCE ASD 2: DL + LL) All Category Member Loads Distributed Loads (k/ft) Dist(ft) DLPre LLConst DLConst DL LL Start 0 .01 0 0 .01 0 End 6.333 .01 0 0 .01 0 Point Loads (k) Dist(ft) DLPre LLConst DLConst DL LL 1.195 .021 .102 0 .159 .204 2.528 .021 .102 0 .159 .204 3.861 .021 .102 0 .159 .204 5.194 .021 .102 0 .159 .204 Live Load Reduction FLL Code: IBC RLL Code: IBC Span Reducible Area ft^2 KLL LL Factor LLS Factor RLL Factor 1 30.4229 2 1 1 1 Design Rules: Typical Max Depth (in) Min Depth (in) Max Width (in) Min Width (in) Max Bending Max Shear None None None None 1 1 DL Defl (in) DL Ratio LL Defl (in) LL Ratio DL+LL Defl (in) DL+LL Ratio None 240 None 360 None 240 Shear: 8.9% Capacity at 6.33333ft for LC 2 (ASCE ASD 2: DL + LL) V = .765k at 6.33333ft fv = .028ksi Fv' = 0.31ksi Wood Shear Factors Fv = .31ksi CD = 1 Cm = 1 Ct = 1 Bending: 8.7% Capacity at 2.58503ft for LC 2 (ASCE ASD 2: DL + LL) M = 1.384k-ft RB = 3.41067 le-bend Top = 1ft le-bend Bot = 6.33333ft fb = .202ksi Fb' = 2.32172ksi Wood Bending Factors Fb = 2.325ksi CD = 1 Cm = 1 Ct = 1 Cfu = 1 CL = 0.998589 CF = 1 Cr = 1 Deflections: 4.5% Capacity at 3.16667ft. (Camber = 0in) PreDL DL LL DL+LL None None Deflection (in):.001 .006 .008 .014 0 0 Span Ratio 10000 10000 9931 5379 10000 10000 RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 69 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds (Global) Model Settings Freeze Model Design? Merge Tolerance (in) Number of Sections Area Load Mesh (in^2) Slab Mesh (in) Internal Sections Include Shear Deformation? Column Skip Loading? Ceiling Diaphragm? Use Columns Stiffness? Move Invalid Joints on Sloped Member? Solver No .12 3 144 60 99 Yes Yes Yes Yes Yes Sparse Accelerated Floor Live Load Reduction Roof Live Load Reduction Joist Girder Load Tolerance (Kips) Hot Rolled Steel Code RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Beam Vibrations Vibration Damping Ratio IBC IBC .2 AISC 14th(360-10): ASD AISC 14th(360-10): ASD AISI S100-12: ASD AWC NDS-15: ASD < 100F ACI 318-11 ACI 530-13: ASD AISC DG 11 .03 Use Non-Composite Beam if Optimum? Use Minimum Studs if Non-Composite? Effective Width End Offset (% Length) Orthogonal Beam Angle (degrees) Beam / Deck Parallel Angle (degrees) Use Uniform Studs Only? Minimum Percent Composite Maximum Percent Composite Maximum Stud Spacing (in) Minimum Stud Spacing (in) Stud End Offset (in) Min. Width for 2 Stud Rows (in) Min. Width for 3 Stud Rows (in) Yes No 10% 45 10 No 25% 100% 24 6 0 5.5 8.5 Wind Code Wind Base Elevation (ft) Wind Speed (mph) Exposure Category Topographic Multiplier K1 Topographic Multiplier K2 Topographic Multiplier K3 Directionality Factor Kd Show Wind Dialog if Loads Change? Generate Roof Wind Loads? ASCE 7-10 13 110 B 1 1 1 .85 Yes No RISAFloor Version 11.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 70 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds (Global) Model Settings, Continued Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections? Use Cracked Sections Slab? Unused Force Warning? Min 1 Bar Diam. Spacing? Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 Exact Integration .65 Rectangular Yes Yes Yes No REBAR_SET_ASTMA615 1 8 Seismic Code Seismic Base Elevation (ft) Ct X Ct Z T X (sec) T Z (sec) R X R Z Ct Exp. X Ct Exp. Z SD1 SDS S1 TL (sec) Risk Cat Drift Cat Add Base Weight? Show Seismic Dialog when Loads Change? Use Gravity Self Wt in Diaphragm Mass? Use Deck Self Wt in Diaphragm Mass? Use Lateral Self Wt in Diaphragm Mass? ASCE 7-10 13 .02 .02 Not Entered Not Entered 6.5 6.5 .75 .75 .496 .842 .494 6 I or II Other No Yes Yes Yes Yes Om X Om Z Cd X Cd Z Rho X Rho Z 3 3 4 4 1 1 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E5 ... Density[k/ft^3] Yield[ksi] Ry Fu[ksi] Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B Re...29000 11154 .3 .65 .49 46 1.4 58 1.3 5 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 Wood Material Properties Label Type Database Species Grade Cm Emod Nu Therm (\...Dens[... 1 DF #1 Solid Sawn Visually Gra...Douglas Fir-Larch No.1 1 .3 .3 .035 2 DF #2 Solid Sawn Visually Gra...Douglas Fir-Larch No.2 1 .3 .3 .035 3 HF #1 Solid Sawn Visually Gra...Hem-Fir No.1 1 .3 .3 .035 4 HF #2 Solid Sawn Visually Gra...Hem-Fir No.2 1 .3 .3 .035 5 PSL SCL TrusJoist 2.2E_DF Parallam P...na 1 .3 .3 .035 6 LVL Custom N/A LVL_Microllam_1.9E...na 1 .3 .3 .035 RISAFloor Version 11.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 71 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Material Properties (Continued) Label Type Database Species Grade Cm Emod Nu Therm (\...Dens[... 7 LSL Custom N/A LSL_TimberStrand_...na 1 .3 .3 .035 8 24F-V4 DF Glulam NDS Table ...24F-V4_DF/DF na 1 .3 .3 .035 9 24F-V8 DF Glulam NDS Table ...24F-V8_DF/DF na 1 .3 .3 .035 Custom Wood Properties Label Fb [ksi] Ft [ksi] Fv [ksi] Fc [ksi] E [ksi] E05 [ksi] Type CF 1 LVL_PRL_1.5E...2.25 1.5 .22 1.95 1500 1005 SCL 2 LVL_PRL_2.0E...2.9 1.9 .285 2.75 2000 1340 SCL 3 LVL_Microllam...2.6 1.555 .285 2.51 1900 1273 SCL 4 PSL_Parallam_...2.9 2.025 .29 2.9 2000 1340 SCL 5 PSL_Parallam_...2.4 1.755 .18 2.5 1800 1206 SCL 6 LSL_TimberStr...2.325 1.07 .31 2.05 1550 1038.5 SCL 7 LSL_TimberStr...1.7 1.075 .4 1.4 1300 871 SCL Uniform Area Loads Label Additive PreDL[ksf] PostDL[ksf] LL[ksf] LL Type VL[ksf] Dyn Load[ksf] 1 Residential .027 .04 LL-Reduce .032 2 Corridors .027 .04 LL-Reduce .032 3 Exits/Stairs .027 .1 LL-Non .032 4 Roof .016 .025 SL .018 5 Green Roof .04 .025 SL .04 6 Public .027 .1 LL-Reduce .032 7 Trash Room .027 .04 LL-Reduce .032 8 Exterior Deck .01 .06 LL-Reduce .012 Line Loads : Level 3 Start ... End Point Start ... End P...Start PostDL[... End PostDL[k/ft] Start L... End LL[k/ft] LL TypeSt Dyn Lo...End Dyn ... 1 N1668 N392 -.21 -.21 LL-Non 2 N1666 N391 -.21 -.21 LL-Non 3 N1649 N380 -.21 -.21 LL-Non 4 N1647 N379 -.21 -.21 LL-Non 5 N1657 N386 -.21 -.21 LL-Non 6 N386 N255 -.21 -.21 LL-Non 7 N1639 N373 -.21 -.21 LL-Non 8 N248 N1639 -.21 -.21 LL-Non 9 N373 N374 -.21 -.21 LL-Non 10 N385 N1657 -.21 -.21 LL-Non 11 N1674 N395 -.21 -.21 LL-Non 12 N396 N397 -.21 -.21 LL-Non 13 N1679 N398 -.21 -.21 LL-Non 14 N397 N1679 -.21 -.21 LL-Non 15 N398 N232 -.21 -.21 LL-Non 16 N2092 N400 -.21 -.21 LL-Non 17 N2094 N401 -.21 -.21 LL-Non 18 N230 N403 -.21 -.21 LL-Non 19 N403 N404 -.21 -.21 LL-Non 20 N404 N405 -.21 -.21 LL-Non 21 N1692 N407 -.21 -.21 LL-Non 22 N214 N1701 -.21 -.21 LL-Non 23 N1701 N413 -.21 -.21 LL-Non 24 N413 N414 -.21 -.21 LL-Non 25 N1709 N419 -.21 -.21 LL-Non 26 N1711 N420 -.21 -.21 LL-Non 27 N313 N314 -.21 -.21 LL-Non 28 N314 N315 -.21 -.21 LL-Non RISAFloor Version 11.0.1 Page 4 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 72 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Line Loads : Level 3 (Continued) Start ... End Point Start ... End P...Start PostDL[... End PostDL[k/ft] Start L... End LL[k/ft] LL TypeSt Dyn Lo...End Dyn ... 29 N315 N208 -.21 -.21 LL-Non 30 N1563 N320 -.21 -.21 LL-Non 31 N1584 N334 -.21 -.21 LL-Non 32 N1586 N335 -.21 -.21 LL-Non 33 N1598 N344 -.21 -.21 LL-Non 34 N1600 N345 -.21 -.21 LL-Non 35 N1619 N359 -.21 -.21 LL-Non 36 N1630 N368 -.21 -.21 LL-Non Line Loads : Level 4 Start ... End Point Start ... End P...Start PostDL[... End PostDL[k/ft] Start L... End LL[k/ft] LL TypeSt Dyn Lo...End Dyn ... 1 N1668 N392 -.21 -.21 LL-Non 2 N1666 N391 -.21 -.21 LL-Non 3 N1649 N380 -.21 -.21 LL-Non 4 N1647 N379 -.21 -.21 LL-Non 5 N1657 N386 -.21 -.21 LL-Non 6 N386 N255 -.21 -.21 LL-Non 7 N1639 N373 -.21 -.21 LL-Non 8 N248 N1639 -.21 -.21 LL-Non 9 N373 N374 -.21 -.21 LL-Non 10 N385 N1657 -.21 -.21 LL-Non 11 N1674 N395 -.21 -.21 LL-Non 12 N396 N397 -.21 -.21 LL-Non 13 N1679 N398 -.21 -.21 LL-Non 14 N397 N1679 -.21 -.21 LL-Non 15 N398 N232 -.21 -.21 LL-Non 16 N2092 N400 -.21 -.21 LL-Non 17 N2094 N401 -.21 -.21 LL-Non 18 N230 N403 -.21 -.21 LL-Non 19 N403 N404 -.21 -.21 LL-Non 20 N404 N405 -.21 -.21 LL-Non 21 N1692 N407 -.21 -.21 LL-Non 22 N214 N1701 -.21 -.21 LL-Non 23 N1701 N413 -.21 -.21 LL-Non 24 N413 N414 -.21 -.21 LL-Non 25 N1709 N419 -.21 -.21 LL-Non 26 N1711 N420 -.21 -.21 LL-Non 27 N313 N314 -.21 -.21 LL-Non 28 N314 N315 -.21 -.21 LL-Non 29 N315 N208 -.21 -.21 LL-Non 30 N1563 N320 -.21 -.21 LL-Non 31 N1584 N334 -.21 -.21 LL-Non 32 N1586 N335 -.21 -.21 LL-Non 33 N1598 N344 -.21 -.21 LL-Non 34 N1600 N345 -.21 -.21 LL-Non 35 N1619 N359 -.21 -.21 LL-Non 36 N1630 N368 -.21 -.21 LL-Non Line Loads : Roof Start ... End Point Start ... End P...Start PostDL[... End PostDL[k/ft] Start L... End LL[k/ft] LL TypeSt Dyn Lo...End Dyn ... 1 N2044 N2045 -.1 -.1 LL-Non 2 N4116 N4115 -.1 -.1 LL-Non RISAFloor Version 11.0.1 Page 5 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 73 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Level 3 Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 1 M1 N2040 N2041 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 2 M2 N440 N1869 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 3 M3 N2042 N2043 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 4 M4 N2044 N2045 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 5 M5 N2055 N2056 5.25X9.5FS PSL Typical Gravity Stro...Pin...Pin... 6 M8 N657 N658 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 7 M9 N659 N630 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 8 M10 N660 N629 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 9 M11 N630 N629 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 10 M12 N661 N662 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 11 M13 N2053 N2054 5.25X9.5FS PSL Typical Gravity Stro...Pin...Pin... 12 M14 N654 N663 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 13 M15 N649 N2020 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 14 M16 N262 N2021 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 15 M17 N664 N665 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 16 M18 N666 N639 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 17 M19 N669 N667 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 18 M20 N670 N671 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 19 M21 N672 N673 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 20 M22 N674 N675 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 21 M23 N676 N629 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 22 M24 N677 N284 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 23 M25 N287 N2033 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 24 M26 N2034 N2035 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 25 M27 N2036 N2037 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 26 M28 N515 N239 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 27 M29 N590 N609 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 28 M30 N297 N295 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 29 M31 N2038 N596 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 30 M32 N2039 N602 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 31 J33 N1475 N2057 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 32 J34 N2058 N300 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 33 J35 N1469 N2059 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 34 J36 N2060 N302 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 35 J37 N1473 N2061 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 36 J38 N2062 N304 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 37 J39 N2078 N678 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 38 J40 N679 N306 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 39 J41 N2070 N309 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 40 J42 N1506 N2069 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 41 J43 N2068 N311 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 42 J44 N1510 N2067 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 43 J45 N2066 N1514 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 44 J46 N307 N2065 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 45 M47 N551 N550 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 46 M48 N552 N553 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 47 M49 N267 N555 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 48 M50 N558 N268 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 49 M51 N1890 N560 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 50 M52 N1896 N565 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 51 M53 N1900 N568 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 52 M54 N1902 N569 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 53 M55 N1906 N572 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 54 M56 N1912 N577 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 55 M57 N280 N579 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 56 M58 N1918 N582 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 57 M59 N1922 N585 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 6 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 74 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Level 3 (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 58 M60 N1924 N586 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 59 M61 N1928 N589 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 60 M62 N1933 N593 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 61 M63 N594 N595 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 62 M64 N598 N599 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 63 M65 N1942 N600 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 64 M66 N1946 N603 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 65 M67 N604 N605 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 66 M68 N607 N608 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 67 M69 N1956 N610 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 68 M70 N1960 N613 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 69 M71 N620 N621 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 70 M72 N1967 N624 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 71 M73 N626 N627 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 72 M74 N634 N2114 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 73 M75 N635 N2112 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 74 M76 N638 N2109 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 75 M80 N263 N645 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 76 M81 N2009 N648 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 77 M82 N2013 N651 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 78 M83 N2015 N652 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 79 M84 N681 N682 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 80 M85 N1569 N325 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 81 M86 N1614 N355 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 82 M87 N1559 N318 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 83 M88 N1561 N319 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 84 M89 N1563 N320 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 85 M90 N1576 N329 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 86 M91 N1582 N333 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 87 M92 N1584 N334 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 88 M93 N1586 N335 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 89 M94 N1588 N336 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 90 M95 N1591 N339 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 91 M96 N1593 N340 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 92 M97 N1596 N343 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 93 M98 N1598 N344 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 94 M99 N1600 N345 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 95 M100 N1602 N346 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 96 M101 N1607 N351 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 97 M102 N1619 N359 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 98 M103 N362 N363 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 99 M104 N1625 N364 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 100 M105 N1627 N365 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 101 M106 N1630 N368 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 102 M107 N1632 N369 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 103 M108 N1634 N370 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 104 M110 N1639 N373 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 105 M111 N1642 N375 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 106 M112 N1647 N379 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 107 M113 N1649 N380 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 108 M114 N1654 N384 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 109 M115 N1657 N386 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 110 M117 N1662 N389 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 111 M118 N1664 N390 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 112 M119 N1666 N391 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 113 M120 N1668 N392 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 114 M121 N1670 N393 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 7 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 75 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Level 3 (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 115 M122 N1672 N394 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 116 M123 N1674 N395 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 117 M124 N1676 N396 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 118 M125 N1679 N398 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 119 M126 N2092 N400 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 120 M127 N2094 N401 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 121 M128 N403 N404 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 122 M129 N1690 N406 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 123 M130 N1692 N407 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 124 M131 N408 N409 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 125 M132 N1696 N410 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 126 M134 N1701 N413 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 127 M135 N1704 N415 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 128 M136 N1709 N419 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 129 M137 N1711 N420 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 130 M138 N1716 N424 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 131 M139 N314 N315 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 132 M141 N323 N324 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 133 M142 N1571 N326 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 134 M143 N1574 N328 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 135 M144 N1578 N330 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 136 M145 N1612 N354 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 137 M146 N1616 N356 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 138 M147 N349 N350 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 139 M148 N1609 N352 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 140 M156 N439 N1871 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 141 M157 N434 N435 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 142 M161 N504 N1832 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 143 M162 N503 N502 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 144 M163 N1826 N498 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 145 M164 N1814 N512 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 146 M165 N1807 N527 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 147 M166 N542 N541 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 148 PUR...N683 N684 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 149 PUR...N685 N686 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 150 PUR...N687 N688 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 151 PUR...N689 N690 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 152 PUR...N691 N692 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 153 PUR...N693 N694 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 154 PUR...N695 N696 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 155 PUR...N697 N698 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 156 PUR...N699 N700 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 157 PUR...N701 N702 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 158 PUR...N703 N704 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 159 PUR...N705 N706 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 160 PUR...N707 N708 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 161 PUR...N709 N710 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 162 PUR...N711 N712 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 163 PUR...N713 N714 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 164 PUR...N715 N716 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 165 PUR...N717 N718 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 166 PUR...N719 N720 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 167 PUR...N721 N722 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 168 PUR...N723 N724 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 169 PUR...N725 N726 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 170 PUR...N727 N728 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 171 PUR...N729 N730 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 8 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 76 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Level 3 (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 172 PUR...N731 N732 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 173 PUR...N733 N734 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 174 PUR...N735 N736 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 175 PUR...N737 N738 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 176 PUR...N739 N740 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 177 PUR...N741 N742 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 178 PUR...N743 N744 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 179 PUR...N745 N746 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 180 PUR...N747 N748 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 181 PUR...N749 N750 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 182 PUR...N751 N752 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 183 PUR...N753 N754 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 184 PUR...N755 N756 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 185 PUR...N757 N758 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 186 PUR...N759 N760 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 187 PUR...N761 N762 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 188 PUR...N763 N764 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 189 PUR...N765 N766 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 190 PUR...N767 N768 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 191 PUR...N769 N770 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 192 PUR...N823 N824 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 193 PUR...N825 N826 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 194 PUR...N827 N828 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 195 PUR...N829 N830 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 196 PUR...N831 N832 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 197 PUR...N833 N834 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 198 PUR...N835 N836 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 199 PUR...N837 N838 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 200 PUR...N839 N840 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 201 PUR...N841 N842 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 202 PUR...N843 N844 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 203 PUR...N845 N846 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 204 PUR...N847 N848 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 205 PUR...N875 N876 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 206 PUR...N877 N878 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 207 PUR...N879 N880 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 208 PUR...N881 N882 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 209 PUR...N883 N884 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 210 PUR...N885 N886 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 211 PUR...N887 N888 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 212 PUR...N889 N890 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 213 PUR...N891 N892 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 214 PUR...N893 N894 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 215 PUR...N895 N896 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 216 PUR...N897 N898 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 217 PUR...N899 N900 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 218 PUR...N901 N902 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 219 PUR...N903 N904 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 220 PUR...N905 N906 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 221 PUR...N907 N908 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 222 PUR...N909 N910 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 223 PUR...N911 N912 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 224 PUR...N913 N914 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 225 PUR...N915 N916 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 226 PUR...N917 N918 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 227 PUR...N919 N920 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 228 PUR...N921 N922 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 229 PUR...N923 N924 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 230 PUR...N925 N926 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 231 PUR...N940 N941 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 232 PUR...N942 N943 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 233 PUR...N944 N945 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 234 PUR...N946 N947 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 235 PUR...N948 N949 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 236 PUR...N950 N951 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 237 PUR...N952 N953 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 238 PUR...N998 N999 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 239 PUR...N1146 N1147 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 240 PUR...N1148 N1149 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 241 PUR...N1150 N1151 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 242 PUR...N1152 N1153 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 243 PUR...N1154 N1155 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 244 PUR...N1156 N1157 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 245 PUR...N1158 N1159 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 246 PUR...N1160 N1161 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 247 PUR...N1162 N1163 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 248 PUR...N1164 N1165 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 249 PUR...N1166 N1167 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 250 PUR...N1168 N1169 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 251 PUR...N1170 N1171 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 252 PUR...N1172 N1173 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 253 PUR...N1308 N1309 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 254 PUR...N1310 N1311 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 255 PUR...N1312 N1313 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 256 PUR...N1314 N1315 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 257 PUR...N1316 N1317 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 258 PUR...N1318 N1319 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 259 PUR...N1320 N1321 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 260 PUR...N1322 N1323 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 261 PUR...N1324 N1325 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 262 PUR...N1326 N1327 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 263 PUR...N1328 N1329 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 264 PUR...N1330 N1331 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 265 PUR...N1332 N1333 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 266 PUR...N1334 N1335 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 267 PUR...N1336 N1337 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 268 PUR...N1338 N1339 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 269 PUR...N1247 N1248 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 270 PUR...N1249 N1250 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 271 PUR...N1251 N1252 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 272 PUR...N1253 N1254 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 273 PUR...N1405 N1406 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 274 PUR...N1407 N1408 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 275 PUR...N1409 N1410 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 276 PUR...N1411 N1412 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 277 PUR...N1413 N1414 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 278 PUR...N1415 N1416 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 279 PUR...N1417 N1418 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 280 PUR...N1419 N1420 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 281 PUR...N1421 N1422 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 282 PUR...N1423 N1424 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 283 PUR...N1425 N1426 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 284 PUR...N1427 N1428 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 285 PUR...N1429 N1430 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 286 PUR...N1431 N1433 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 287 PUR...N1434 N1435 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 288 PUR...N1436 N1438 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 289 PUR...N1440 N1441 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 290 PUR...N1472 N1474 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 291 PUR...N1476 N1478 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 292 PUR...N1479 N1480 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 293 PUR...N1481 N1482 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 294 PUR...N439 N1484 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 295 PUR...N1485 N1486 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 296 PUR...N1487 N1488 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 297 PUR...N1489 N1490 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 298 PUR...N1491 N1493 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 299 PUR...N1494 N1495 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 300 PUR...N1496 N1498 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 301 PUR...N1499 N1501 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 302 PUR...N1502 N1503 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 303 PUR...N1505 N1507 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 304 PUR...N1509 N1511 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 305 PUR...N1513 N1515 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 306 PUR...N1516 N1517 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 307 PUR...N1532 N1533 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 308 PUR...N1534 N1535 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 309 PUR...N1536 N1537 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 310 PUR...N1538 N1539 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 311 PUR...N1540 N1541 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 312 PUR...N1542 N1543 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 313 PUR...N1544 N1545 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 314 PUR...N1546 N1547 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 315 PUR...N1548 N1549 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 316 PUR...N1550 N1553 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 317 PUR...N1554 N1555 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 318 PUR...N1557 N1558 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 319 PUR...N1560 N1562 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 320 PUR...N1564 N1565 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 321 PUR...N1566 N1567 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 322 PUR...N1568 N1570 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 323 PUR...N1572 N1573 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 324 PUR...N1468 N1470 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 325 PUR...N1483 N1519 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 326 PUR...N1520 N1521 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 327 PUR...N1522 N1523 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 328 PUR...N1524 N1525 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 329 PUR...N1526 N1527 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 330 PUR...N1528 N1529 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 331 PUR...N1530 N1531 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 332 PUR...N1575 N1577 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 333 PUR...N1579 N1580 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 334 PUR...N1581 N1583 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 335 PUR...N1585 N1587 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 336 PUR...N1589 N1590 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 337 PUR...N1703 N1705 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 338 PUR...N1706 N1707 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 339 PUR...N1708 N1710 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 340 PUR...N1712 N1713 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 341 PUR...N1714 N1715 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 342 PUR...N1717 N1719 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 343 PUR...N1720 N1721 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 344 PUR...N1723 N1724 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 345 PUR...N1725 N1726 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 346 PUR...N1727 N1728 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 347 PUR...N1729 N1730 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 348 PUR...N1731 N1732 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 349 PUR...N1734 N1735 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 350 PUR...N1736 N1738 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 351 PUR...N1739 N1740 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 352 PUR...N1742 N1743 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 353 PUR...N1745 N1747 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 354 PUR...N1749 N1751 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 355 PUR...N1753 N1755 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 356 PUR...N1757 N1759 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 357 PUR...N1760 N1761 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 358 PUR...N1763 N1764 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 359 PUR...N1766 N1767 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 360 PUR...N1768 N1770 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 361 PUR...N1772 N1774 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 362 PUR...N1681 N1682 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 363 PUR...N1683 N1684 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 364 PUR...N1685 N1686 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 365 PUR...N1687 N1688 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 366 PUR...N1689 N1691 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 367 PUR...N1693 N1694 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 368 PUR...N1695 N1697 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 369 PUR...N1698 N1700 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 370 PUR...N1702 N1776 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 371 PUR...N1777 N1778 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 372 PUR...N1780 N1781 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 373 PUR...N1782 N1785 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 374 PUR...N1786 N1787 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 375 PUR...N1789 N1790 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 376 PUR...N1791 N1792 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 377 PUR...N1794 N1795 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 378 PUR...N1797 N1798 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 379 PUR...N1799 N1801 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 380 PUR...N1636 N1638 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 381 PUR...N1640 N1641 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 382 PUR...N1643 N1644 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 383 PUR...N1645 N1646 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 384 PUR...N1648 N1650 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 385 PUR...N1651 N1652 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 386 PUR...N1653 N1655 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 387 M565 N1592 N1594 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 388 PUR...N1846 N1847 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 389 PUR...N1848 N1849 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 390 PUR...N1850 N1851 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 391 PUR...N1852 N1853 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 392 PUR...N1854 N1855 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 393 PUR...N1856 N1857 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 394 PUR...N1858 N1859 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 395 PUR...N1860 N1861 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 396 PUR...N1862 N1863 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 397 PUR...N1864 N1865 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 398 PUR...N1867 N1868 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 399 PUR...N1870 N1872 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 12 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 80 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Level 3 (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 400 PUR...N1873 N1875 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 401 PUR...N1877 N1879 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 402 PUR...N1880 N1881 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 403 PUR...N1882 N1883 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 404 PUR...N1884 N1885 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 405 PUR...N1886 N1887 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 406 PUR...N1660 N1661 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 407 PUR...N1663 N1665 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 408 PUR...N1667 N1669 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 409 PUR...N1671 N1673 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 410 PUR...N1675 N1677 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 411 PUR...N1678 N1680 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 412 PUR...N1802 N1803 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 413 PUR...N1891 N1892 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 414 PUR...N1893 N1894 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 415 PUR...N1895 N1897 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 416 PUR...N1898 N1899 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 417 PUR...N1901 N1903 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 418 PUR...N1904 N1905 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 419 PUR...N1907 N1908 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 420 PUR...N1909 N1910 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 421 PUR...N1911 N1913 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 422 PUR...N1914 N1915 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 423 PUR...N1916 N1917 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 424 PUR...N1919 N1920 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 425 PUR...N1921 N1923 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 426 PUR...N1925 N1926 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 427 PUR...N1927 N1929 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 428 PUR...N1804 N1806 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 429 PUR...N1808 N1809 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 430 PUR...N1810 N1811 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 431 PUR...N1813 N1815 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 432 PUR...N1816 N1818 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 433 PUR...N1820 N1822 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 434 PUR...N1824 N1825 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 435 PUR...N1948 N1949 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 436 PUR...N1950 N1951 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 437 PUR...N1952 N1953 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 438 PUR...N1954 N1955 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 439 PUR...N1957 N1958 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 440 PUR...N1959 N1961 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 441 PUR...N1963 N1964 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 442 PUR...N1965 N1966 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 443 PUR...N1968 N1969 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 444 PUR...N1970 N1971 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 445 PUR...N1972 N1973 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 446 PUR...N1974 N1975 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 447 PUR...N1976 N1977 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 448 PUR...N1978 N1979 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 449 PUR...N1980 N1981 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 450 PUR...N1932 N1934 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 451 PUR...N1935 N1936 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 452 PUR...N1937 N1938 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 453 PUR...N1939 N1940 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 454 PUR...N1941 N1943 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 455 PUR...N1944 N1945 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 456 PUR...N1947 N1982 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 457 PUR...N2079 N2081 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 458 PUR...N2082 N2083 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 459 PUR...N2084 N2086 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 460 PUR...N2087 N2088 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 461 PUR...N2089 N2090 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 462 PUR...N2091 N2093 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 463 PUR...N2095 N2096 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 464 PUR...N2097 N2098 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 465 PUR...N2099 N2100 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 466 PUR...N2101 N2103 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 467 PUR...N2105 N2108 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 468 PUR...N2110 N2111 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 469 PUR...N2113 N2115 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 470 PUR...N2117 N2118 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 471 PUR...N2120 N2121 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 472 PUR...N2122 N2123 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 473 PUR...N2124 N2125 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 474 PUR...N2126 N2127 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 475 PUR...N1991 N1992 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 476 PUR...N1993 N1994 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 477 PUR...N1995 N1996 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 478 PUR...N1997 N2002 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 479 PUR...N2003 N2005 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 480 PUR...N2007 N2008 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 481 PUR...N2010 N2011 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 482 PUR...N2144 N2145 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 483 PUR...N2146 N2147 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 484 PUR...N2148 N2149 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 485 PUR...N2150 N2151 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 486 PUR...N2152 N2153 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 487 PUR...N2154 N2155 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 488 PUR...N2156 N2157 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 489 PUR...N2158 N2159 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 490 PUR...N2160 N2161 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 491 PUR...N2162 N2163 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 492 PUR...N2164 N2165 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 493 PUR...N2166 N2167 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 494 PUR...N2168 N2169 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 495 PUR...N2170 N2171 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 496 PUR...N2172 N2173 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 497 PUR...N2174 N2175 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 498 PUR...N2176 N2177 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 499 PUR...N2178 N2179 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 500 PUR...N2012 N2014 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 501 PUR...N2016 N2017 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 502 PUR...N2018 N2019 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 503 PUR...N2022 N2023 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 504 PUR...N2024 N2025 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 505 PUR...N2026 N2027 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 506 PUR...N2028 N2029 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 507 PUR...N2222 N2223 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 508 PUR...N2224 N2225 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 509 PUR...N2226 N2227 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 510 PUR...N2228 N2229 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 511 PUR...N2230 N2231 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 512 PUR...N2232 N2233 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 513 PUR...N2234 N2235 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 14 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 82 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Level 3 (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 514 PUR...N2236 N2237 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 515 PUR...N2238 N2239 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 516 PUR...N2240 N2241 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 517 PUR...N2242 N2243 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 518 PUR...N2244 N2245 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 519 PUR...N2246 N2247 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 520 PUR...N2248 N2249 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 521 PUR...N2250 N2251 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 522 PUR...N2252 N2253 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 523 PUR...N2254 N2255 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 524 PUR...N2256 N2257 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 525 PUR...N2258 N2259 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 526 PUR...N2260 N2261 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 527 PUR...N2262 N2263 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 528 PUR...N2264 N2265 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 529 PUR...N2266 N2267 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 530 PUR...N2268 N2269 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 531 PUR...N2270 N2271 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 532 M710 N1827 N1835 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 533 M711 N1829 N1831 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 534 M712 N1830 N1833 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 535 PUR...N2128 N2129 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 536 PUR...N2130 N2131 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 537 PUR...N2132 N2133 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 538 PUR...N2134 N2135 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 539 PUR...N2136 N2137 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 540 PUR...N2138 N2139 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 541 PUR...N2140 N2141 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 542 PUR...N2276 N2277 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 543 PUR...N2278 N2279 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 544 PUR...N2280 N2281 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 545 PUR...N2282 N2283 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 546 PUR...N2284 N2285 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 547 PUR...N2286 N2287 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 548 PUR...N2288 N2289 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 549 PUR...N2290 N2291 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 550 PUR...N2292 N2293 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 551 PUR...N2294 N2295 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 552 PUR...N2296 N2297 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 553 PUR...N2298 N2299 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 554 PUR...N2300 N2301 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 555 PUR...N2302 N2303 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 556 PUR...N2304 N2305 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 557 PUR...N2306 N2307 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 558 PUR...N2308 N2309 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 559 PUR...N2310 N2311 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 560 PUR...N2312 N2313 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 561 PUR...N2188 N2189 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 562 PUR...N2190 N2191 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 563 PUR...N2192 N2193 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 564 PUR...N2194 N2195 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 565 PUR...N2196 N2197 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 566 PUR...N2198 N2199 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 567 PUR...N2200 N2201 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 568 PUR...N2338 N2339 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 569 PUR...N2340 N2341 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 570 PUR...N2342 N2343 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 571 PUR...N2344 N2345 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 572 PUR...N2346 N2347 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 573 PUR...N2348 N2349 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 574 PUR...N2350 N2351 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 575 PUR...N2352 N2353 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 576 PUR...N2354 N2355 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 577 PUR...N2356 N2357 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 578 PUR...N2358 N2359 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 579 PUR...N2360 N2361 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 580 PUR...N2362 N2363 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 581 PUR...N2364 N2365 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 582 PUR...N2366 N2367 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 583 PUR...N2368 N2369 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 584 PUR...N2370 N2371 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 585 PUR...N2372 N2373 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 586 PUR...N2374 N2375 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 587 PUR...N2406 N2407 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 588 PUR...N2408 N2409 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 589 PUR...N2410 N2411 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 590 PUR...N2412 N2413 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 591 PUR...N2414 N2415 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 592 PUR...N2416 N2417 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 593 PUR...N2418 N2419 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 594 PUR...N2420 N2421 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 595 PUR...N2422 N2423 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 596 PUR...N2424 N2425 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 597 PUR...N2426 N2427 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 598 PUR...N2428 N2429 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 599 PUR...N2430 N2431 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 600 PUR...N2432 N2433 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 601 PUR...N2434 N2435 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 602 PUR...N2436 N2437 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 603 PUR...N2438 N2439 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 604 PUR...N2440 N2441 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 605 PUR...N2442 N2443 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 606 PUR...N2444 N2445 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 607 PUR...N2446 N2447 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 608 PUR...N2448 N2449 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 609 PUR...N2450 N2451 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 610 PUR...N2452 N2453 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 611 PUR...N2454 N2455 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 612 PUR...N2456 N2457 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 613 PUR...N2187 N2202 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 614 PUR...N2203 N2204 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 615 PUR...N2205 N2206 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 616 PUR...N2207 N2208 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 617 PUR...N2209 N2210 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 618 PUR...N2389 N2390 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 619 PUR...N2391 N2392 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 620 PUR...N2393 N2394 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 621 PUR...N2395 N2396 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 622 PUR...N2397 N2398 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 623 PUR...N2399 N2400 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 624 PUR...N2401 N2402 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 625 PUR...N2403 N2404 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 626 PUR...N2405 N2458 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 627 PUR...N2459 N2460 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 628 PUR...N2461 N2462 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 629 PUR...N2463 N2464 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 630 PUR...N2465 N2466 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 631 PUR...N2483 N2484 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 632 PUR...N2485 N2486 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 633 PUR...N2487 N2488 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 634 PUR...N2489 N2490 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 635 PUR...N2491 N2492 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 636 PUR...N2493 N2494 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 637 PUR...N2495 N2496 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 638 PUR...N2497 N2498 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 639 PUR...N2499 N2500 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 640 PUR...N2501 N2502 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 641 PUR...N2503 N2504 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 642 PUR...N2505 N2506 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 643 PUR...N2507 N2508 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 644 PUR...N2509 N2510 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 645 PUR...N2511 N2512 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 646 PUR...N2513 N2514 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 647 PUR...N2515 N2516 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 648 PUR...N2537 N2538 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 649 PUR...N2539 N2540 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 650 PUR...N2541 N2542 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 651 PUR...N2543 N2544 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 652 PUR...N2545 N2546 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 653 PUR...N2547 N2548 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 654 PUR...N2549 N2550 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 655 PUR...N2551 N2552 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 656 PUR...N2553 N2554 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 657 PUR...N2555 N2556 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 658 PUR...N2557 N2558 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 659 PUR...N2559 N2560 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 660 PUR...N2561 N2562 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 661 PUR...N2563 N2564 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 662 PUR...N2565 N2566 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 663 PUR...N2567 N2568 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 664 PUR...N2569 N2570 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 665 PUR...N2571 N2572 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 666 PUR...N2573 N2574 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 667 PUR...N2575 N2576 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 668 PUR...N2577 N2578 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 669 PUR...N2579 N2580 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 670 PUR...N2581 N2582 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 671 PUR...N2583 N2584 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 672 PUR...N2585 N2586 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 673 PUR...N2587 N2588 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 674 PUR...N2589 N2590 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 675 PUR...N2591 N2592 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 676 PUR...N2593 N2594 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 677 PUR...N2595 N2596 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 678 PUR...N2597 N2598 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 679 PUR...N2599 N2600 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 680 PUR...N2601 N2602 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 681 PUR...N2603 N2604 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 682 PUR...N2605 N2606 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 683 PUR...N2607 N2608 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 684 PUR...N2609 N2610 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 685 PUR...N2611 N2612 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 686 PUR...N2613 N2614 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 687 PUR...N2615 N2616 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 688 PUR...N2617 N2618 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 689 PUR...N2619 N2620 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 690 PUR...N2621 N2622 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 691 PUR...N2623 N2624 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 692 PUR...N2525 N2526 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 693 PUR...N2527 N2528 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 694 PUR...N2529 N2530 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 695 PUR...N2531 N2532 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 696 PUR...N2533 N2534 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 697 PUR...N2535 N2536 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 698 PUR...N2625 N2626 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 699 PUR...N2627 N2628 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 700 PUR...N2629 N2630 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 701 PUR...N2631 N2632 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 702 PUR...N2633 N2634 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 703 PUR...N2635 N2636 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 704 PUR...N2637 N2638 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 705 PUR...N2639 N2640 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 706 PUR...N2641 N2642 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 707 PUR...N2643 N2644 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 708 PUR...N2645 N2646 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 709 PUR...N2647 N2648 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 710 PUR...N2649 N2650 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 711 PUR...N2323 N2324 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 712 PUR...N2325 N2326 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 713 PUR...N2327 N2328 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 714 PUR...N2329 N2330 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 715 PUR...N2331 N2332 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 716 PUR...N2333 N2334 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 717 PUR...N2521 N2522 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 718 PUR...N2523 N2524 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 719 PUR...N2651 N2652 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 720 PUR...N2653 N2654 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 721 PUR...N2655 N2656 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 722 PUR...N2657 N2658 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 723 PUR...N2659 N2660 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 724 PUR...N2661 N2662 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 725 PUR...N2663 N2664 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 726 PUR...N2665 N2666 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 727 PUR...N2667 N2668 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 728 PUR...N2669 N2670 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 729 PUR...N2671 N2672 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 730 PUR...N2673 N2674 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 731 PUR...N2675 N2676 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 732 PUR...N2383 N2384 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 733 PUR...N2385 N2386 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 734 PUR...N2387 N2388 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 735 PUR...N2467 N2468 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 736 PUR...N2469 N2470 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 737 PUR...N2471 N2472 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 738 PUR...N2700 N2701 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 739 PUR...N2702 N2703 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 740 PUR...N2704 N2705 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 741 PUR...N2706 N2707 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 742 PUR...N2708 N2709 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 743 PUR...N2710 N2711 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 744 PUR...N2712 N2713 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 745 PUR...N2714 N2715 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 746 PUR...N2716 N2717 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 747 PUR...N2718 N2719 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 748 PUR...N2720 N2721 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 749 PUR...N2722 N2723 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 750 PUR...N2724 N2725 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 751 PUR...N2726 N2727 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 752 PUR...N2728 N2729 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 753 PUR...N2474 N2475 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 754 PUR...N2476 N2477 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 755 PUR...N2478 N2479 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 756 PUR...N2480 N2481 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 757 PUR...N2482 N2517 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 758 PUR...N2518 N2519 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 759 PUR...N2745 N2746 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 760 PUR...N2747 N2748 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 761 PUR...N2749 N2750 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 762 PUR...N2751 N2752 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 763 PUR...N2753 N2754 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 764 PUR...N2755 N2756 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 765 PUR...N2757 N2758 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 766 PUR...N2759 N2760 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 767 PUR...N2761 N2762 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 768 PUR...N2763 N2764 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 769 PUR...N2765 N2766 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 770 PUR...N2767 N2768 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 771 PUR...N2769 N2770 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 772 PUR...N2771 N2772 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 773 PUR...N2773 N2774 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 774 PUR...N2680 N2681 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 775 PUR...N2682 N2683 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 776 PUR...N2684 N2685 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 777 PUR...N2686 N2687 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 778 PUR...N2688 N2689 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 779 PUR...N2690 N2691 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 780 PUR...N2835 N2836 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 781 PUR...N2837 N2838 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 782 PUR...N2839 N2840 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 783 PUR...N2841 N2842 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 784 PUR...N2843 N2844 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 785 PUR...N2845 N2846 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 786 PUR...N2847 N2848 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 787 PUR...N2849 N2850 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 788 PUR...N2851 N2852 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 789 PUR...N2853 N2854 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 790 PUR...N2855 N2856 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 791 PUR...N2857 N2858 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 792 PUR...N2859 N2860 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 793 PUR...N2861 N2862 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 794 PUR...N2863 N2864 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 795 PUR...N2865 N2866 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 796 PUR...N2867 N2868 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 797 PUR...N2869 N2870 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 798 PUR...N2871 N2872 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 799 PUR...N2873 N2874 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 800 PUR...N2875 N2876 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 801 PUR...N2877 N2878 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 802 PUR...N2879 N2880 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 803 PUR...N2881 N2882 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 804 PUR...N2883 N2884 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 805 PUR...N2885 N2886 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 806 PUR...N2808 N2809 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 807 PUR...N2810 N2811 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 808 PUR...N2812 N2813 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 809 PUR...N2814 N2815 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 810 PUR...N2816 N2817 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 811 PUR...N2818 N2819 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 812 PUR...N2820 N2821 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 813 PUR...N2822 N2823 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 814 PUR...N2824 N2825 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 815 PUR...N2826 N2827 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 816 PUR...N2828 N2829 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 817 PUR...N2830 N2831 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 818 PUR...N2832 N2833 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 819 PUR...N2834 N2887 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 820 PUR...N2888 N2889 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 821 PUR...N2890 N2891 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 822 PUR...N2892 N2893 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 823 PUR...N2800 N2801 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 824 PUR...N2802 N2803 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 825 PUR...N2804 N2805 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 826 PUR...N2806 N2807 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 827 PUR...N2894 N2895 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 828 PUR...N2896 N2897 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 829 PUR...N2898 N2899 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 830 PUR...N2900 N2901 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 831 PUR...N2902 N2903 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 832 PUR...N2904 N2905 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 833 PUR...N2906 N2907 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 834 PUR...N2908 N2909 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 835 PUR...N2910 N2911 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 836 PUR...N2912 N2913 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 837 PUR...N2962 N2963 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 838 PUR...N2964 N2965 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 839 PUR...N2966 N2967 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 840 PUR...N2968 N2969 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 841 PUR...N2970 N2971 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 842 PUR...N2972 N2973 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 843 PUR...N2974 N2975 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 844 PUR...N2976 N2977 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 845 PUR...N2978 N2979 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 846 PUR...N2980 N2981 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 847 PUR...N2982 N2983 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 848 PUR...N2984 N2985 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 849 PUR...N2986 N2987 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 850 PUR...N2988 N2989 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 851 PUR...N2990 N2991 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 852 PUR...N2992 N2993 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 853 PUR...N2994 N2995 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 854 PUR...N2996 N2997 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 855 PUR...N2998 N2999 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 856 PUR...N3000 N3001 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 857 PUR...N3002 N3003 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 858 PUR...N3004 N3005 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 859 PUR...N3006 N3007 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 860 PUR...N3008 N3009 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 861 PUR...N3010 N3011 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 862 PUR...N3012 N3013 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 863 PUR...N3014 N3015 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 864 PUR...N3016 N3017 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 865 PUR...N3018 N3019 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 866 PUR...N3020 N3021 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 867 PUR...N3022 N3023 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 868 PUR...N3024 N3025 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 869 PUR...N3026 N3027 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 870 PUR...N3028 N3029 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 871 PUR...N3030 N3031 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 872 PUR...N3032 N3033 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 873 PUR...N3034 N3035 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 874 PUR...N3036 N3037 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 875 PUR...N2788 N2789 TJI 110_9.5 Wood Produc...Typical Gravity Stro...Pin...Pin... 876 PUR...N2790 N2791 TJI 110_9.5 Wood Produc...Typical Gravity Stro...Pin...Pin... 877 PUR...N2792 N2793 TJI 110_9.5 Wood Produc...Typical Gravity Stro...Pin...Pin... 878 PUR...N2794 N2795 TJI 110_9.5 Wood Produc...Typical Gravity Stro...Pin...Pin... 879 PUR...N3074 N3075 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 880 PUR...N3076 N3077 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 881 PUR...N3078 N3079 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 882 PUR...N3080 N3081 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 883 PUR...N3082 N3083 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 884 PUR...N3084 N3085 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 885 PUR...N3086 N3087 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 886 PUR...N3088 N3089 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 887 PUR...N3090 N3091 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 888 PUR...N3092 N3093 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 889 PUR...N3094 N3095 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 890 PUR...N3096 N3097 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 891 PUR...N3098 N3099 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 892 PUR...N3100 N3101 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 893 PUR...N3102 N3103 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 894 PUR...N3104 N3105 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 895 PUR...N3106 N3107 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 896 PUR...N3108 N3109 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 897 PUR...N3110 N3111 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 898 PUR...N3112 N3113 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 899 PUR...N3114 N3115 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 900 PUR...N3116 N3117 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 901 PUR...N3118 N3119 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 902 PUR...N3120 N3121 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 903 PUR...N3122 N3123 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 904 PUR...N3124 N3125 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 905 PUR...N3127 N3128 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 906 PUR...N3129 N3130 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 907 PUR...N3131 N3132 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 908 PUR...N3133 N3134 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 909 PUR...N3135 N3136 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 910 PUR...N3137 N3138 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 911 PUR...N3139 N3140 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 912 PUR...N3141 N3142 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 913 PUR...N3143 N3144 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 914 PUR...N3145 N3146 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 915 PUR...N3147 N3148 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 916 PUR...N3149 N3150 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 917 PUR...N3151 N3152 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 918 PUR...N3153 N3154 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 919 PUR...N3155 N3156 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 920 PUR...N3157 N3158 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 921 PUR...N3159 N3160 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 922 PUR...N3161 N3162 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 923 PUR...N3163 N3164 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 924 PUR...N3165 N3166 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 925 PUR...N3167 N3168 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 926 PUR...N3169 N3170 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 927 PUR...N3171 N3172 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 928 PUR...N3173 N3174 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 929 PUR...N3175 N3176 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 930 PUR...N3177 N3178 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 931 PUR...N3039 N3040 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 932 PUR...N3041 N3042 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 933 PUR...N3043 N3044 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 934 PUR...N3045 N3046 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 935 PUR...N3047 N3048 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 936 PUR...N3049 N3050 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 937 PUR...N3051 N3052 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 938 PUR...N3053 N3054 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 939 PUR...N3055 N3056 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 940 PUR...N3057 N3058 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 941 PUR...N3059 N3060 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 942 PUR...N3061 N3062 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 943 PUR...N3063 N3064 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 944 PUR...N3065 N3066 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 945 PUR...N3067 N3068 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 946 PUR...N3069 N3070 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 947 PUR...N3071 N3072 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 948 PUR...N2947 N2948 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 949 PUR...N2949 N2950 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 950 PUR...N2951 N2952 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 951 PUR...N2953 N2954 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 952 M1135 N2933 N2932 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 953 PUR...N2959 N2960 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 954 PUR...N2961 N3038 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 955 PUR...N3073 N3126 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 956 PUR...N654 N649 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 957 PUR...N2940 N2959 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 958 PUR...N2942 N2961 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 959 PUR...N2944 N3073 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 960 PUR...N2960 N2943 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 961 PUR...N3038 N2955 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 962 PUR...N3126 N2957 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 963 PUR...N2956 N2958 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 964 PUR...N3179 N3180 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 965 PUR...N2941 N2945 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 966 PUR...N3181 N3182 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 967 PUR...N3183 N3184 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 968 PUR...N2945 N3196 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 969 PUR...N3182 N3198 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 970 PUR...N3184 N3200 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 971 PUR...N596 N602 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 972 PUR...N3196 N3186 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 973 PUR...N3198 N3188 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 974 PUR...N3200 N3190 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 975 PUR...N3205 N3206 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 976 PUR...N3207 N3208 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 977 PUR...N3209 N3210 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 978 PUR...N3211 N3212 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 979 PUR...N3213 N3214 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 980 PUR...N3215 N3216 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 981 PUR...N3217 N3207 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 982 PUR...N3219 N3209 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 983 PUR...N3221 N3211 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 984 PUR...N3223 N3224 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 985 PUR...N3218 N3220 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 986 PUR...N3222 N3225 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 987 PUR...N3226 N3227 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 988 PUR...N3228 N3229 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 989 PUR...N3230 N3231 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 990 PUR...N2934 N2935 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 991 PUR...N2936 N2937 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 992 PUR...N2938 N2939 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 993 PUR...N3185 N3187 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 994 PUR...N3189 N3191 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 995 PUR...N3244 N3245 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 996 PUR...N3246 N3247 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 997 PUR...N3248 N3249 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 998 PUR...N3250 N3251 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 999 PUR...N3262 N3263 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1000 PUR...N3264 N3265 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1001 PUR...N3266 N3267 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1002 PUR...N3268 N3269 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1003 PUR...N3270 N3271 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1004 PUR...N3272 N3262 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1005 PUR...N3274 N3264 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1006 PUR...N3276 N3266 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1007 PUR...N3278 N3268 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1008 PUR...N3280 N3270 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1009 PUR...N3273 N3275 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1010 PUR...N3277 N3279 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1011 PUR...N3281 N3282 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1012 PUR...N3283 N3284 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1013 PUR...N3285 N3286 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1014 PUR...N3287 N3273 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1015 PUR...N3289 N3277 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1016 PUR...N3291 N3281 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1017 PUR...N3293 N3283 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1018 PUR...N3295 N3285 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1019 PUR...N3238 N3239 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1020 PUR...N3240 N3241 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1021 PUR...N3288 N3290 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1022 PUR...N3292 N3294 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1023 PUR...N3192 N3238 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1024 PUR...N3194 N3240 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1025 PUR...N3197 N3288 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1026 PUR...N3201 N3292 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 1027 PUR...N3193 N3195 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1028 PUR...N3199 N3202 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1029 PUR...N3203 N3204 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1030 PUR...N3232 N3233 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1031 PUR...N3234 N3235 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1032 PUR...N3236 N3237 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1033 PUR...N3296 N3297 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1034 PUR...N3298 N3299 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1035 PUR...N3300 N3301 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1036 PUR...N3322 N3323 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1037 PUR...N3324 N3325 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1038 PUR...N3326 N3327 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1039 PUR...N3328 N3329 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1040 PUR...N3330 N3331 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1041 M1112 N3303 N3302 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1042 M1113 N287 N288 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1043 M1114 N582 N3304 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1044 M1116 N432 N216 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1045 M1117 N433 N217 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1046 M1120 N462 N464 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1047 M1121 N493 N495 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1048 M1122 N545 N246 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1049 M1123 N544 N247 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1050 M1124 N522 N525 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1051 M1125 N528 N244 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1052 M1126 N529 N243 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1053 PUR...N3306 N3307 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1054 PUR...N3308 N3309 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1055 PUR...N3310 N3311 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1056 PUR...N3312 N3313 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1057 PUR...N1038 N3315 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1058 M1064 N3367 N3368 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1059 M1068 N3390 N3391 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1060 M1069 N3375 N3376 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1061 M1070 N3363 N3364 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1062 M1071 N3354 N3355 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1063 M1072 N3346 N3347 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1064 M1073 N3348 N3344 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1065 M1074 N3341 N3342 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1066 M1075 N3320 N3321 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1067 M1076 N3334 N3335 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1068 M1077 N3317 N3314 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1069 M1078 N3435 N3436 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1070 PUR...N3438 N3439 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1071 PUR...N3440 N3441 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1072 PUR...N3442 N3443 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1073 PUR...N3444 N3445 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1074 PUR...N3446 N3447 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1075 PUR...N3448 N3449 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1076 PUR...N3450 N3451 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1077 PUR...N3504 N3505 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1078 PUR...N3506 N3507 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1079 PUR...N3508 N3509 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1080 PUR...N3510 N3511 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1081 PUR...N3512 N3513 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1082 PUR...N3514 N3515 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1083 PUR...N3516 N3517 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 24 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 92 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Level 3 (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 1084 PUR...N3518 N3519 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1085 PUR...N3520 N3521 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1086 PUR...N3522 N3523 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1087 PUR...N3524 N3525 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1088 PUR...N3526 N3527 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1089 PUR...N3528 N3529 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1090 PUR...N3530 N3531 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1091 PUR...N3532 N3533 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1092 PUR...N3534 N3535 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1093 PUR...N3536 N3537 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1094 PUR...N3538 N3539 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1095 PUR...N3314 N3541 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1096 PUR...N3542 N3543 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1097 PUR...N3544 N3545 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1098 PUR...N3546 N3547 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1099 PUR...N3548 N3549 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1100 PUR...N3550 N3551 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1101 PUR...N3552 N3553 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1102 PUR...N3554 N3555 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1103 M1105 N3479 N3480 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1104 M1106 N3493 N3494 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1105 M1111 N3387 N3380 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1106 M1115 N3471 N3472 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1107 M1118 N3475 N3476 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... Beam Primary Data : Level 4 Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 1 M1 N2040 N2041 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 2 M2 N440 N1869 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 3 M3 N2042 N2043 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 4 M4 N2044 N2045 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 5 M5 N3685 N2055 5.25X7.25FS PSL Typical Gravity Stro...Pin...Pin... 6 M8 N657 N658 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 7 M9 N659 N630 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 8 M10 N660 N629 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 9 M11 N630 N629 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 10 M12 N661 N662 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 11 M13 N2053 N2054 5.25X9.5FS PSL Typical Gravity Stro...Pin...Pin... 12 M14 N654 N663 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 13 M15 N649 N2020 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 14 M16 N262 N2021 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 15 M17 N664 N665 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 16 M18 N666 N639 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 17 M19 N669 N667 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 18 M20 N670 N671 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 19 M21 N672 N673 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 20 M22 N674 N675 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 21 M23 N676 N629 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 22 M24 N677 N284 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 23 M25 N287 N2033 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 24 M26 N2034 N2035 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 25 M27 N2036 N2037 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 26 M28 N515 N239 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 27 M29 N590 N609 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 28 M30 N297 N295 5.25x7.25FS PSL Typical Gravity Stro...Pin...Pin... 29 M31 N2038 N596 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 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Outrigger? 30 M32 N2039 N602 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 31 J33 N1475 N2057 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 32 J34 N2058 N300 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 33 J35 N1469 N2059 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 34 J36 N2060 N302 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 35 J37 N1473 N2061 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 36 J38 N2062 N304 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 37 J39 N2078 N678 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 38 J40 N679 N306 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 39 J41 N2070 N309 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 40 J42 N1506 N2069 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 41 J43 N2068 N311 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 42 J44 N1510 N2067 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 43 J45 N2066 N1514 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 44 J46 N307 N2065 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 45 M47 N551 N550 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 46 M48 N552 N553 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 47 M49 N267 N555 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 48 M50 N558 N268 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 49 M51 N1890 N560 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 50 M52 N1896 N565 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 51 M53 N1900 N568 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 52 M54 N1902 N569 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 53 M55 N1906 N572 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 54 M56 N1912 N577 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 55 M57 N280 N579 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 56 M58 N1918 N582 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 57 M59 N1922 N585 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 58 M60 N1924 N586 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 59 M61 N1928 N589 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 60 M62 N1933 N593 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 61 M63 N594 N595 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 62 M64 N598 N599 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 63 M65 N1942 N600 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 64 M66 N1946 N603 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 65 M67 N604 N605 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 66 M68 N607 N608 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 67 M69 N1956 N610 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 68 M70 N1960 N613 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 69 M71 N620 N621 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 70 M72 N1967 N624 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 71 M73 N626 N627 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 72 M74 N634 N2114 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 73 M75 N635 N2112 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 74 M76 N638 N2109 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 75 M80 N263 N645 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 76 M81 N2009 N648 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 77 M82 N2013 N651 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 78 M83 N2015 N652 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 79 M84 N681 N682 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 80 M85 N1569 N325 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 81 M86 N1614 N355 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 82 M87 N1559 N318 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 83 M88 N1561 N319 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 84 M89 N1563 N320 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 85 M90 N1576 N329 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 86 M91 N1582 N333 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 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Outrigger? 87 M92 N1584 N334 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 88 M93 N1586 N335 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 89 M94 N1588 N336 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 90 M95 N1591 N339 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 91 M96 N1593 N340 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 92 M97 N1596 N343 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 93 M98 N1598 N344 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 94 M99 N1600 N345 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 95 M100 N1602 N346 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 96 M101 N1607 N351 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 97 M102 N1619 N359 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 98 M103 N362 N363 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 99 M104 N1625 N364 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 100 M105 N1627 N365 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 101 M106 N1630 N368 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 102 M107 N1632 N369 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 103 M108 N1634 N370 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 104 M110 N1639 N373 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 105 M111 N1642 N375 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 106 M112 N1647 N379 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 107 M113 N1649 N380 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 108 M114 N1654 N384 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 109 M115 N1657 N386 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 110 M117 N1662 N389 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 111 M118 N1664 N390 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 112 M119 N1666 N391 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 113 M120 N1668 N392 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 114 M121 N1670 N393 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 115 M122 N1672 N394 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 116 M123 N1674 N395 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 117 M124 N1676 N396 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 118 M125 N1679 N398 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 119 M126 N2092 N400 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 120 M127 N2094 N401 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 121 M128 N403 N404 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 122 M129 N1690 N406 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 123 M130 N1692 N407 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 124 M131 N408 N409 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 125 M132 N1696 N410 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 126 M134 N1701 N413 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 127 M135 N1704 N415 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 128 M136 N1709 N419 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 129 M137 N1711 N420 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 130 M138 N1716 N424 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 131 M139 N314 N315 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 132 M141 N323 N324 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 133 M142 N1571 N326 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 134 M143 N1574 N328 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 135 M144 N1578 N330 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 136 M145 N1612 N354 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 137 M146 N1616 N356 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 138 M147 N349 N350 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 139 M148 N1609 N352 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 140 M156 N439 N1871 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 141 M157 N434 N435 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 142 M161 N504 N1832 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 143 M162 N503 N502 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 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Outrigger? 144 M163 N1826 N498 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 145 M164 N1814 N512 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 146 M165 N1807 N527 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 147 M166 N542 N541 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 148 PUR...N683 N684 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 149 PUR...N685 N686 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 150 PUR...N687 N688 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 151 PUR...N689 N690 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 152 PUR...N691 N692 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 153 PUR...N693 N694 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 154 PUR...N695 N696 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 155 PUR...N697 N698 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 156 PUR...N699 N700 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 157 PUR...N701 N702 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 158 PUR...N703 N704 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 159 PUR...N705 N706 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 160 PUR...N707 N708 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 161 PUR...N709 N710 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 162 PUR...N711 N712 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 163 PUR...N713 N714 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 164 PUR...N715 N716 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 165 PUR...N717 N718 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 166 PUR...N719 N720 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 167 PUR...N721 N722 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 168 PUR...N723 N724 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 169 PUR...N725 N726 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 170 PUR...N727 N728 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 171 PUR...N729 N730 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 172 PUR...N731 N732 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 173 PUR...N733 N734 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 174 PUR...N735 N736 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 175 PUR...N737 N738 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 176 PUR...N739 N740 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 177 PUR...N741 N742 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 178 PUR...N743 N744 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 179 PUR...N745 N746 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 180 PUR...N747 N748 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 181 PUR...N749 N750 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 182 PUR...N751 N752 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 183 PUR...N753 N754 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 184 PUR...N755 N756 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 185 PUR...N757 N758 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 186 PUR...N759 N760 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 187 PUR...N761 N762 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 188 PUR...N763 N764 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 189 PUR...N765 N766 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 190 PUR...N767 N768 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 191 PUR...N769 N770 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 192 PUR...N823 N824 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 193 PUR...N825 N826 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 194 PUR...N827 N828 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 195 PUR...N829 N830 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 196 PUR...N831 N832 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 197 PUR...N833 N834 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 198 PUR...N835 N836 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 199 PUR...N837 N838 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 200 PUR...N839 N840 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 201 PUR...N841 N842 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 202 PUR...N843 N844 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 203 PUR...N845 N846 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 204 PUR...N847 N848 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 205 PUR...N875 N876 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 206 PUR...N877 N878 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 207 PUR...N879 N880 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 208 PUR...N881 N882 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 209 PUR...N883 N884 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 210 PUR...N885 N886 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 211 PUR...N887 N888 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 212 PUR...N889 N890 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 213 PUR...N891 N892 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 214 PUR...N893 N894 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 215 PUR...N895 N896 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 216 PUR...N897 N898 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 217 PUR...N899 N900 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 218 PUR...N901 N902 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 219 PUR...N903 N904 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 220 PUR...N905 N906 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 221 PUR...N907 N908 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 222 PUR...N909 N910 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 223 PUR...N911 N912 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 224 PUR...N913 N914 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 225 PUR...N915 N916 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 226 PUR...N917 N918 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 227 PUR...N919 N920 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 228 PUR...N921 N922 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 229 PUR...N923 N924 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 230 PUR...N925 N926 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 231 PUR...N940 N941 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 232 PUR...N942 N943 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 233 PUR...N944 N945 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 234 PUR...N946 N947 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 235 PUR...N948 N949 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 236 PUR...N950 N951 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 237 PUR...N952 N953 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 238 PUR...N998 N999 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 239 PUR...N1146 N1147 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 240 PUR...N1148 N1149 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 241 PUR...N1150 N1151 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 242 PUR...N1152 N1153 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 243 PUR...N1154 N1155 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 244 PUR...N1156 N1157 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 245 PUR...N1158 N1159 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 246 PUR...N1160 N1161 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 247 PUR...N1162 N1163 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 248 PUR...N1164 N1165 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 249 PUR...N1166 N1167 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 250 PUR...N1168 N1169 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 251 PUR...N1170 N1171 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 252 PUR...N1172 N1173 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 253 PUR...N1308 N1309 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 254 PUR...N1310 N1311 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 255 PUR...N1312 N1313 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 256 PUR...N1314 N1315 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 257 PUR...N1316 N1317 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 258 PUR...N1318 N1319 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 259 PUR...N1320 N1321 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 260 PUR...N1322 N1323 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 261 PUR...N1324 N1325 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 262 PUR...N1326 N1327 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 263 PUR...N1328 N1329 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 264 PUR...N1330 N1331 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 265 PUR...N1332 N1333 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 266 PUR...N1334 N1335 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 267 PUR...N1336 N1337 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 268 PUR...N1338 N1339 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 269 PUR...N1247 N1248 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 270 PUR...N1249 N1250 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 271 PUR...N1251 N1252 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 272 PUR...N1253 N1254 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 273 PUR...N1405 N1406 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 274 PUR...N1407 N1408 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 275 PUR...N1409 N1410 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 276 PUR...N1411 N1412 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 277 PUR...N1413 N1414 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 278 PUR...N1415 N1416 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 279 PUR...N1417 N1418 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 280 PUR...N1419 N1420 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 281 PUR...N1421 N1422 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 282 PUR...N1423 N1424 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 283 PUR...N1425 N1426 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 284 PUR...N1427 N1428 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 285 PUR...N1429 N1430 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 286 PUR...N1431 N1433 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 287 PUR...N1434 N1435 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 288 PUR...N1436 N1438 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 289 PUR...N1440 N1441 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 290 PUR...N3689 N1474 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 291 PUR...N3690 N1478 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 292 PUR...N3691 N1480 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 293 PUR...N3692 N1482 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 294 PUR...N439 N1484 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 295 PUR...N1485 N1486 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 296 PUR...N1487 N1488 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 297 PUR...N1489 N1490 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 298 PUR...N1491 N1493 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 299 PUR...N1494 N1495 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 300 PUR...N1496 N1498 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 301 PUR...N1499 N1501 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 302 PUR...N1502 N1503 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 303 PUR...N1505 N1507 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 304 PUR...N1509 N1511 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 305 PUR...N1513 N1515 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 306 PUR...N1516 N1517 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 307 PUR...N1532 N1533 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 308 PUR...N1534 N1535 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 309 PUR...N1536 N1537 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 310 PUR...N1538 N1539 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 311 PUR...N1540 N1541 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 312 PUR...N1542 N1543 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 313 PUR...N1544 N1545 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 314 PUR...N1546 N1547 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 315 PUR...N1548 N1549 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 316 PUR...N1550 N1553 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 317 PUR...N1554 N1555 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 318 PUR...N1557 N1558 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 319 PUR...N1560 N1562 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 320 PUR...N1564 N1565 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 321 PUR...N1566 N1567 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 322 PUR...N1568 N1570 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 323 PUR...N1572 N1573 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 324 PUR...N1468 N1470 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 325 PUR...N1483 N1519 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 326 PUR...N1520 N1521 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 327 PUR...N1522 N1523 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 328 PUR...N1524 N1525 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 329 PUR...N1526 N1527 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 330 PUR...N1528 N1529 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 331 PUR...N1530 N1531 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 332 PUR...N1575 N1577 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 333 PUR...N1579 N1580 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 334 PUR...N1581 N1583 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 335 PUR...N1585 N1587 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 336 PUR...N1589 N1590 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 337 PUR...N1703 N1705 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 338 PUR...N1706 N1707 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 339 PUR...N1708 N1710 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 340 PUR...N1712 N1713 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 341 PUR...N1714 N1715 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 342 PUR...N1717 N1719 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 343 PUR...N1720 N1721 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 344 PUR...N1723 N1724 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 345 PUR...N1725 N1726 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 346 PUR...N1727 N1728 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 347 PUR...N1729 N1730 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 348 PUR...N1731 N1732 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 349 PUR...N1734 N1735 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 350 PUR...N1736 N1738 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 351 PUR...N1739 N1740 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 352 PUR...N1742 N1743 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 353 PUR...N1745 N1747 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 354 PUR...N1749 N1751 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 355 PUR...N1753 N1755 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 356 PUR...N1757 N1759 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 357 PUR...N1760 N1761 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 358 PUR...N1763 N1764 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 359 PUR...N1766 N1767 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 360 PUR...N1768 N1770 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 361 PUR...N1772 N1774 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 362 PUR...N1681 N1682 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 363 PUR...N1683 N1684 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 364 PUR...N1685 N1686 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 365 PUR...N1687 N1688 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 366 PUR...N1689 N1691 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 367 PUR...N1693 N1694 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 368 PUR...N1695 N1697 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 369 PUR...N1698 N1700 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 370 PUR...N1702 N1776 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 371 PUR...N1777 N1778 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 372 PUR...N1780 N1781 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 373 PUR...N1782 N1785 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 374 PUR...N1786 N1787 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 375 PUR...N1789 N1790 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 376 PUR...N1791 N1792 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 377 PUR...N1794 N1795 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 378 PUR...N1797 N1798 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 379 PUR...N1799 N1801 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 380 PUR...N1636 N1638 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 381 PUR...N1640 N1641 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 382 PUR...N1643 N1644 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 383 PUR...N1645 N1646 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 384 PUR...N1648 N1650 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 385 PUR...N1651 N1652 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 386 PUR...N1653 N1655 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 387 M565 N1592 N1594 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 388 PUR...N1846 N1847 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 389 PUR...N1848 N1849 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 390 PUR...N1850 N1851 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 391 PUR...N1852 N1853 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 392 PUR...N1854 N1855 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 393 PUR...N1856 N1857 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 394 PUR...N1858 N1859 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 395 PUR...N1860 N1861 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 396 PUR...N1862 N1863 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 397 PUR...N1864 N1865 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 398 PUR...N1867 N1868 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 399 PUR...N1870 N1872 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 400 PUR...N1873 N1875 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 401 PUR...N1877 N1879 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 402 PUR...N1880 N1881 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 403 PUR...N1882 N1883 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 404 PUR...N1884 N1885 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 405 PUR...N1886 N1887 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 406 PUR...N1660 N1661 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 407 PUR...N1663 N1665 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 408 PUR...N1667 N1669 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 409 PUR...N1671 N1673 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 410 PUR...N1675 N1677 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 411 PUR...N1678 N1680 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 412 PUR...N1802 N1803 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 413 PUR...N1891 N1892 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 414 PUR...N1893 N1894 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 415 PUR...N1895 N1897 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 416 PUR...N1898 N1899 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 417 PUR...N1901 N1903 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 418 PUR...N1904 N1905 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 419 PUR...N1907 N1908 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 420 PUR...N1909 N1910 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 421 PUR...N1911 N1913 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 422 PUR...N1914 N1915 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 423 PUR...N1916 N1917 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 424 PUR...N1919 N1920 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 425 PUR...N1921 N1923 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 426 PUR...N1925 N1926 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 427 PUR...N1927 N1929 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 428 PUR...N1804 N1806 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 429 PUR...N1808 N1809 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 430 PUR...N1810 N1811 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 431 PUR...N1813 N1815 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 432 PUR...N1816 N1818 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 433 PUR...N1820 N1822 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 434 PUR...N1824 N1825 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 435 PUR...N1948 N1949 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 436 PUR...N1950 N1951 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 437 PUR...N1952 N1953 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 438 PUR...N1954 N1955 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 439 PUR...N1957 N1958 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 440 PUR...N1959 N1961 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 441 PUR...N1963 N1964 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 442 PUR...N1965 N1966 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 443 PUR...N1968 N1969 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 444 PUR...N1970 N1971 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 445 PUR...N1972 N1973 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 446 PUR...N1974 N1975 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 447 PUR...N1976 N1977 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 448 PUR...N1978 N1979 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 449 PUR...N1980 N1981 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 450 PUR...N1932 N1934 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 451 PUR...N1935 N1936 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 452 PUR...N1937 N1938 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 453 PUR...N1939 N1940 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 454 PUR...N1941 N1943 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 455 PUR...N1944 N1945 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 456 PUR...N1947 N1982 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 457 PUR...N2079 N2081 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 458 PUR...N2082 N2083 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 459 PUR...N2084 N2086 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 460 PUR...N2087 N2088 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 461 PUR...N2089 N2090 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 462 PUR...N2091 N2093 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 463 PUR...N2095 N2096 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 464 PUR...N2097 N2098 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 465 PUR...N2099 N2100 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 466 PUR...N2101 N2103 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 467 PUR...N2105 N2108 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 468 PUR...N2110 N2111 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 469 PUR...N2113 N2115 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 470 PUR...N2117 N2118 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 471 PUR...N2120 N2121 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 472 PUR...N2122 N2123 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 473 PUR...N2124 N2125 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 474 PUR...N2126 N2127 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 475 PUR...N1991 N1992 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 476 PUR...N1993 N1994 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 477 PUR...N1995 N1996 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 478 PUR...N1997 N2002 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 479 PUR...N2003 N2005 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 480 PUR...N2007 N2008 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 481 PUR...N2010 N2011 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 482 PUR...N2144 N2145 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 483 PUR...N2146 N2147 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 484 PUR...N2148 N2149 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 485 PUR...N2150 N2151 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 486 PUR...N2152 N2153 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 487 PUR...N2154 N2155 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 488 PUR...N2156 N2157 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 489 PUR...N2158 N2159 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 490 PUR...N2160 N2161 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 491 PUR...N2162 N2163 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 492 PUR...N2164 N2165 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 493 PUR...N2166 N2167 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 494 PUR...N2168 N2169 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 495 PUR...N2170 N2171 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 496 PUR...N2172 N2173 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 497 PUR...N2174 N2175 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 498 PUR...N2176 N2177 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 499 PUR...N2178 N2179 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 500 PUR...N2012 N2014 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 501 PUR...N2016 N2017 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 502 PUR...N2018 N2019 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 503 PUR...N2022 N2023 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 504 PUR...N2024 N2025 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 505 PUR...N2026 N2027 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 506 PUR...N2028 N2029 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 507 PUR...N2222 N2223 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 508 PUR...N2224 N2225 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 509 PUR...N2226 N2227 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 510 PUR...N2228 N2229 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 511 PUR...N2230 N2231 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 512 PUR...N2232 N2233 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 513 PUR...N2234 N2235 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 514 PUR...N2236 N2237 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 515 PUR...N2238 N2239 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 516 PUR...N2240 N2241 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 517 PUR...N2242 N2243 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 518 PUR...N2244 N2245 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 519 PUR...N2246 N2247 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 520 PUR...N2248 N2249 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 521 PUR...N2250 N2251 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 522 PUR...N2252 N2253 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 523 PUR...N2254 N2255 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 524 PUR...N2256 N2257 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 525 PUR...N2258 N2259 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 526 PUR...N2260 N2261 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 527 PUR...N2262 N2263 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 528 PUR...N2264 N2265 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 529 PUR...N2266 N2267 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 530 PUR...N2268 N2269 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 531 PUR...N2270 N2271 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 532 M710 N1827 N1835 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 533 M711 N1829 N1831 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 534 M712 N1830 N1833 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 535 PUR...N2128 N2129 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 536 PUR...N2130 N2131 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 537 PUR...N2132 N2133 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 538 PUR...N2134 N2135 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 539 PUR...N2136 N2137 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 540 PUR...N2138 N2139 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 541 PUR...N2140 N2141 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 542 PUR...N2276 N2277 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 543 PUR...N2278 N2279 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 544 PUR...N2280 N2281 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 545 PUR...N2282 N2283 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 546 PUR...N2284 N2285 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 547 PUR...N2286 N2287 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 548 PUR...N2288 N2289 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 549 PUR...N2290 N2291 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 550 PUR...N2292 N2293 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 551 PUR...N2294 N2295 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 552 PUR...N2296 N2297 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 553 PUR...N2298 N2299 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 554 PUR...N2300 N2301 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 555 PUR...N2302 N2303 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 556 PUR...N2304 N2305 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 557 PUR...N2306 N2307 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 558 PUR...N2308 N2309 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 559 PUR...N2310 N2311 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 560 PUR...N2312 N2313 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 561 PUR...N2188 N2189 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 562 PUR...N2190 N2191 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 563 PUR...N2192 N2193 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 564 PUR...N2194 N2195 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 565 PUR...N2196 N2197 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 566 PUR...N2198 N2199 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 567 PUR...N2200 N2201 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 568 PUR...N2338 N2339 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 569 PUR...N2340 N2341 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 570 PUR...N2342 N2343 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 571 PUR...N2344 N2345 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 572 PUR...N2346 N2347 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 573 PUR...N2348 N2349 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 574 PUR...N2350 N2351 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 575 PUR...N2352 N2353 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 576 PUR...N2354 N2355 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 577 PUR...N2356 N2357 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 578 PUR...N2358 N2359 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 579 PUR...N2360 N2361 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 580 PUR...N2362 N2363 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 581 PUR...N2364 N2365 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 582 PUR...N2366 N2367 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 583 PUR...N2368 N2369 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 584 PUR...N2370 N2371 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 585 PUR...N2372 N2373 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 586 PUR...N2374 N2375 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 587 PUR...N2406 N2407 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 588 PUR...N2408 N2409 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 589 PUR...N2410 N2411 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 590 PUR...N2412 N2413 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 591 PUR...N2414 N2415 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 592 PUR...N2416 N2417 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 593 PUR...N2418 N2419 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 594 PUR...N2420 N2421 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 595 PUR...N2422 N2423 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 596 PUR...N2424 N2425 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 597 PUR...N2426 N2427 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 598 PUR...N2428 N2429 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 599 PUR...N2430 N2431 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 600 PUR...N2432 N2433 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 601 PUR...N2434 N2435 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 602 PUR...N2436 N2437 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 603 PUR...N2438 N2439 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 604 PUR...N2440 N2441 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 605 PUR...N2442 N2443 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 606 PUR...N2444 N2445 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 607 PUR...N2446 N2447 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 608 PUR...N2448 N2449 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 609 PUR...N2450 N2451 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 610 PUR...N2452 N2453 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 611 PUR...N2454 N2455 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 612 PUR...N2456 N2457 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 613 PUR...N2187 N2202 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 614 PUR...N2203 N2204 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 615 PUR...N2205 N2206 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 616 PUR...N2207 N2208 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 617 PUR...N2209 N2210 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 618 PUR...N2389 N2390 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 619 PUR...N2391 N2392 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 620 PUR...N2393 N2394 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 621 PUR...N2395 N2396 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 622 PUR...N2397 N2398 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 623 PUR...N2399 N2400 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 624 PUR...N2401 N2402 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 625 PUR...N2403 N2404 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 626 PUR...N2405 N2458 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 627 PUR...N2459 N2460 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 628 PUR...N2461 N2462 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 629 PUR...N2463 N2464 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 630 PUR...N2465 N2466 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 631 PUR...N2483 N2484 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 632 PUR...N2485 N2486 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 633 PUR...N2487 N2488 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 634 PUR...N2489 N2490 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 635 PUR...N2491 N2492 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 636 PUR...N2493 N2494 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 637 PUR...N2495 N2496 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 638 PUR...N2497 N2498 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 639 PUR...N2499 N2500 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 640 PUR...N2501 N2502 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 641 PUR...N2503 N2504 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 642 PUR...N2505 N2506 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 643 PUR...N2507 N2508 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 644 PUR...N2509 N2510 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 645 PUR...N2511 N2512 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 646 PUR...N2513 N2514 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 647 PUR...N2515 N2516 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 648 PUR...N2537 N2538 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 649 PUR...N2539 N2540 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 650 PUR...N2541 N2542 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 651 PUR...N2543 N2544 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 652 PUR...N2545 N2546 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 653 PUR...N2547 N2548 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 654 PUR...N2549 N2550 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 655 PUR...N2551 N2552 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 656 PUR...N2553 N2554 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 657 PUR...N2555 N2556 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 658 PUR...N2557 N2558 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 659 PUR...N2559 N2560 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 660 PUR...N2561 N2562 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 661 PUR...N2563 N2564 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 662 PUR...N2565 N2566 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 663 PUR...N2567 N2568 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 664 PUR...N2569 N2570 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 665 PUR...N2571 N2572 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 666 PUR...N2573 N2574 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 667 PUR...N2575 N2576 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 668 PUR...N2577 N2578 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 669 PUR...N2579 N2580 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 670 PUR...N2581 N2582 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 671 PUR...N2583 N2584 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 672 PUR...N2585 N2586 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 673 PUR...N2587 N2588 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 674 PUR...N2589 N2590 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 675 PUR...N2591 N2592 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 676 PUR...N2593 N2594 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 677 PUR...N2595 N2596 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 678 PUR...N2597 N2598 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 679 PUR...N2599 N2600 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 680 PUR...N2601 N2602 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 681 PUR...N2603 N2604 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 682 PUR...N2605 N2606 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 683 PUR...N2607 N2608 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 684 PUR...N2609 N2610 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 685 PUR...N2611 N2612 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 686 PUR...N2613 N2614 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 687 PUR...N2615 N2616 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 688 PUR...N2617 N2618 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 689 PUR...N2619 N2620 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 690 PUR...N2621 N2622 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 691 PUR...N2623 N2624 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 692 PUR...N2525 N2526 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 693 PUR...N2527 N2528 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 694 PUR...N2529 N2530 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 695 PUR...N2531 N2532 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 696 PUR...N2533 N2534 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 697 PUR...N2535 N2536 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 698 PUR...N2625 N2626 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 699 PUR...N2627 N2628 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 700 PUR...N2629 N2630 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 701 PUR...N2631 N2632 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 702 PUR...N2633 N2634 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 703 PUR...N2635 N2636 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 704 PUR...N2637 N2638 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 705 PUR...N2639 N2640 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 706 PUR...N2641 N2642 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 707 PUR...N2643 N2644 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 708 PUR...N2645 N2646 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 709 PUR...N2647 N2648 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 710 PUR...N2649 N2650 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 711 PUR...N2323 N2324 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 712 PUR...N2325 N2326 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 713 PUR...N2327 N2328 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 714 PUR...N2329 N2330 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 715 PUR...N2331 N2332 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 716 PUR...N2333 N2334 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 717 PUR...N2521 N2522 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 718 PUR...N2523 N2524 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 719 PUR...N2651 N2652 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 720 PUR...N2653 N2654 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 721 PUR...N2655 N2656 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 722 PUR...N2657 N2658 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 723 PUR...N2659 N2660 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 724 PUR...N2661 N2662 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 725 PUR...N2663 N2664 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 726 PUR...N2665 N2666 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 727 PUR...N2667 N2668 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 728 PUR...N2669 N2670 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 729 PUR...N2671 N2672 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 730 PUR...N2673 N2674 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 731 PUR...N2675 N2676 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 732 PUR...N2383 N2384 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 733 PUR...N2385 N2386 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 734 PUR...N2387 N2388 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 735 PUR...N2467 N2468 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 736 PUR...N2469 N2470 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 737 PUR...N2471 N2472 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 738 PUR...N2700 N2701 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 739 PUR...N2702 N2703 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 740 PUR...N2704 N2705 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 741 PUR...N2706 N2707 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 742 PUR...N2708 N2709 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 743 PUR...N2710 N2711 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 744 PUR...N2712 N2713 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 745 PUR...N2714 N2715 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 746 PUR...N2716 N2717 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 747 PUR...N2718 N2719 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 748 PUR...N2720 N2721 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 749 PUR...N2722 N2723 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 750 PUR...N2724 N2725 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 751 PUR...N2726 N2727 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 752 PUR...N2728 N2729 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 753 PUR...N2474 N2475 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 754 PUR...N2476 N2477 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 755 PUR...N2478 N2479 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 756 PUR...N2480 N2481 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 757 PUR...N2482 N2517 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 758 PUR...N2518 N2519 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 759 PUR...N2745 N2746 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 760 PUR...N2747 N2748 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 761 PUR...N2749 N2750 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 762 PUR...N2751 N2752 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 763 PUR...N2753 N2754 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 764 PUR...N2755 N2756 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 765 PUR...N2757 N2758 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 766 PUR...N2759 N2760 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 767 PUR...N2761 N2762 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 768 PUR...N2763 N2764 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 769 PUR...N2765 N2766 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 770 PUR...N2767 N2768 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 771 PUR...N2769 N2770 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 772 PUR...N2771 N2772 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 773 PUR...N2773 N2774 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 774 PUR...N2680 N2681 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 775 PUR...N2682 N2683 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 776 PUR...N2684 N2685 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 777 PUR...N2686 N2687 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 778 PUR...N2688 N2689 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 779 PUR...N2690 N2691 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 780 PUR...N2835 N2836 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 781 PUR...N2837 N2838 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 782 PUR...N2839 N2840 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 783 PUR...N2841 N2842 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 784 PUR...N2843 N2844 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 785 PUR...N2845 N2846 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 786 PUR...N2847 N2848 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 787 PUR...N2849 N2850 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 788 PUR...N2851 N2852 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 789 PUR...N2853 N2854 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 790 PUR...N2855 N2856 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 791 PUR...N2857 N2858 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 792 PUR...N2859 N2860 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 793 PUR...N2861 N2862 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 794 PUR...N2863 N2864 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 795 PUR...N2865 N2866 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 796 PUR...N2867 N2868 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 797 PUR...N2869 N2870 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 798 PUR...N2871 N2872 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 799 PUR...N2873 N2874 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 800 PUR...N2875 N2876 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 801 PUR...N2877 N2878 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 802 PUR...N2879 N2880 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 803 PUR...N2881 N2882 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 804 PUR...N2883 N2884 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 805 PUR...N2885 N2886 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 806 PUR...N2808 N2809 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 807 PUR...N2810 N2811 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 808 PUR...N2812 N2813 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 809 PUR...N2814 N2815 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 810 PUR...N2816 N2817 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 811 PUR...N2818 N2819 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 812 PUR...N2820 N2821 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 813 PUR...N2822 N2823 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 814 PUR...N2824 N2825 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 815 PUR...N2826 N2827 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 816 PUR...N2828 N2829 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 817 PUR...N2830 N2831 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 818 PUR...N2832 N2833 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 819 PUR...N2834 N2887 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 820 PUR...N2888 N2889 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 821 PUR...N2890 N2891 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 822 PUR...N2892 N2893 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 823 PUR...N2800 N2801 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 824 PUR...N2802 N2803 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 825 PUR...N2804 N2805 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 826 PUR...N2806 N2807 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 827 PUR...N2894 N2895 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 828 PUR...N2896 N2897 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 829 PUR...N2898 N2899 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 830 PUR...N2900 N2901 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 831 PUR...N2902 N2903 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 832 PUR...N2904 N2905 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 833 PUR...N2906 N2907 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 834 PUR...N2908 N2909 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 835 PUR...N2910 N2911 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 836 PUR...N2912 N2913 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 837 PUR...N2962 N2963 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 838 PUR...N2964 N2965 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 839 PUR...N2966 N2967 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 840 PUR...N2968 N2969 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 841 PUR...N2970 N2971 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 842 PUR...N2972 N2973 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 843 PUR...N2974 N2975 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 844 PUR...N2976 N2977 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 845 PUR...N2978 N2979 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 846 PUR...N2980 N2981 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 847 PUR...N2982 N2983 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 848 PUR...N2984 N2985 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 849 PUR...N2986 N2987 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 850 PUR...N2988 N2989 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 851 PUR...N2990 N2991 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 852 PUR...N2992 N2993 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 853 PUR...N2994 N2995 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 854 PUR...N2996 N2997 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 855 PUR...N2998 N2999 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 856 PUR...N3000 N3001 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 857 PUR...N3002 N3003 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 858 PUR...N3004 N3005 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 859 PUR...N3006 N3007 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 860 PUR...N3008 N3009 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 861 PUR...N3010 N3011 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 862 PUR...N3012 N3013 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 863 PUR...N3014 N3015 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 864 PUR...N3016 N3017 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 865 PUR...N3018 N3019 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 866 PUR...N3020 N3021 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 867 PUR...N3022 N3023 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 868 PUR...N3024 N3025 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 869 PUR...N3026 N3027 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 870 PUR...N3028 N3029 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 871 PUR...N3030 N3031 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 872 PUR...N3032 N3033 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 873 PUR...N3034 N3035 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 874 PUR...N3036 N3037 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 875 PUR...N2788 N2789 TJI 110_9.5 Wood Produc...Typical Gravity Stro...Pin...Pin... 876 PUR...N2790 N2791 TJI 110_9.5 Wood Produc...Typical Gravity Stro...Pin...Pin... 877 PUR...N2792 N2793 TJI 110_9.5 Wood Produc...Typical Gravity Stro...Pin...Pin... 878 PUR...N2794 N2795 TJI 110_9.5 Wood Produc...Typical Gravity Stro...Pin...Pin... 879 PUR...N3074 N3075 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 880 PUR...N3076 N3077 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 881 PUR...N3078 N3079 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 882 PUR...N3080 N3081 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 883 PUR...N3082 N3083 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 884 PUR...N3084 N3085 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 885 PUR...N3086 N3087 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 886 PUR...N3088 N3089 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 887 PUR...N3090 N3091 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 888 PUR...N3092 N3093 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 889 PUR...N3094 N3095 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 890 PUR...N3096 N3097 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 891 PUR...N3098 N3099 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 892 PUR...N3100 N3101 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 893 PUR...N3102 N3103 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 894 PUR...N3104 N3105 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 895 PUR...N3106 N3107 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 896 PUR...N3108 N3109 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 897 PUR...N3110 N3111 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 898 PUR...N3112 N3113 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 899 PUR...N3114 N3115 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 900 PUR...N3116 N3117 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 901 PUR...N3118 N3119 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 902 PUR...N3120 N3121 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 903 PUR...N3122 N3123 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 904 PUR...N3124 N3125 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 905 PUR...N3127 N3128 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 906 PUR...N3129 N3130 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 907 PUR...N3131 N3132 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 908 PUR...N3133 N3134 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 909 PUR...N3135 N3136 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 910 PUR...N3137 N3138 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 911 PUR...N3139 N3140 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 912 PUR...N3141 N3142 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 913 PUR...N3143 N3144 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 914 PUR...N3145 N3146 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 915 PUR...N3147 N3148 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 916 PUR...N3149 N3150 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 917 PUR...N3151 N3152 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 918 PUR...N3153 N3154 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 919 PUR...N3155 N3156 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 920 PUR...N3157 N3158 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 921 PUR...N3159 N3160 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 922 PUR...N3161 N3162 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 923 PUR...N3163 N3164 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 924 PUR...N3165 N3166 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 925 PUR...N3167 N3168 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 926 PUR...N3169 N3170 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 927 PUR...N3171 N3172 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 928 PUR...N3173 N3174 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 929 PUR...N3175 N3176 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 930 PUR...N3177 N3178 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 931 PUR...N3039 N3040 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 932 PUR...N3041 N3042 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 933 PUR...N3043 N3044 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 934 PUR...N3045 N3046 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 935 PUR...N3047 N3048 TJI 560_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 936 PUR...N3049 N3050 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 937 PUR...N3051 N3052 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 938 PUR...N3053 N3054 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 939 PUR...N3055 N3056 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 940 PUR...N3057 N3058 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 941 PUR...N3059 N3060 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 942 PUR...N3061 N3062 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 943 PUR...N3063 N3064 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 944 PUR...N3065 N3066 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 945 PUR...N3067 N3068 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 946 PUR...N3069 N3070 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 947 PUR...N3071 N3072 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 948 PUR...N2947 N2948 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 949 PUR...N2949 N2950 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 950 PUR...N2951 N2952 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 951 PUR...N2953 N2954 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 952 M1135 N2933 N2932 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 953 PUR...N2959 N2960 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 954 PUR...N2961 N3038 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 955 PUR...N3073 N3126 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 956 PUR...N654 N649 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 957 PUR...N2940 N2959 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 958 PUR...N2942 N2961 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 959 PUR...N2944 N3073 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 960 PUR...N2960 N3688 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 961 PUR...N3038 N3687 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 962 PUR...N3126 N3686 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 963 PUR...N2956 N2958 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 964 PUR...N3179 N3180 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 965 PUR...N2941 N2945 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 966 PUR...N3181 N3182 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 967 PUR...N3183 N3184 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 968 PUR...N2945 N3196 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 969 PUR...N3182 N3198 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 970 PUR...N3184 N3200 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 971 PUR...N596 N602 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 972 PUR...N3196 N3186 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 973 PUR...N3198 N3188 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 974 PUR...N3200 N3190 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 975 PUR...N3205 N3206 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 976 PUR...N3207 N3208 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 977 PUR...N3209 N3210 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 978 PUR...N3211 N3212 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 979 PUR...N3213 N3214 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 980 PUR...N3215 N3216 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 981 PUR...N3217 N3207 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 982 PUR...N3219 N3209 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 983 PUR...N3221 N3211 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 984 PUR...N3223 N3224 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 985 PUR...N3218 N3220 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 986 PUR...N3222 N3225 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 987 PUR...N3226 N3227 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 988 PUR...N3228 N3229 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 989 PUR...N3230 N3231 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 990 PUR...N2934 N2935 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 991 PUR...N2936 N2937 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 992 PUR...N2938 N2939 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 993 PUR...N3185 N3187 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 994 PUR...N3189 N3191 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 995 PUR...N3244 N3245 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 996 PUR...N3246 N3247 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 997 PUR...N3248 N3249 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 998 PUR...N3250 N3251 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 999 PUR...N3262 N3263 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1000 PUR...N3264 N3265 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1001 PUR...N3266 N3267 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1002 PUR...N3268 N3269 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1003 PUR...N3270 N3271 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1004 PUR...N3272 N3262 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1005 PUR...N3274 N3264 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1006 PUR...N3276 N3266 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1007 PUR...N3278 N3268 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1008 PUR...N3280 N3270 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1009 PUR...N3273 N3275 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1010 PUR...N3277 N3279 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1011 PUR...N3281 N3282 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1012 PUR...N3283 N3284 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1013 PUR...N3285 N3286 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1014 PUR...N3287 N3273 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1015 PUR...N3289 N3277 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1016 PUR...N3291 N3281 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1017 PUR...N3293 N3283 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1018 PUR...N3295 N3285 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1019 PUR...N3238 N3239 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1020 PUR...N3240 N3241 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1021 PUR...N3288 N3290 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1022 PUR...N3292 N3294 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1023 PUR...N3192 N3238 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1024 PUR...N3194 N3240 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1025 PUR...N3197 N3288 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1026 PUR...N3201 N3292 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1027 PUR...N3193 N3195 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1028 PUR...N3199 N3202 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1029 PUR...N3203 N3204 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1030 PUR...N3232 N3233 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1031 PUR...N3234 N3235 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1032 PUR...N3236 N3237 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1033 PUR...N3296 N3297 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1034 PUR...N3298 N3299 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1035 PUR...N3300 N3301 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1036 PUR...N3322 N3323 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1037 PUR...N3324 N3325 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1038 PUR...N3326 N3327 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1039 PUR...N3328 N3329 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1040 PUR...N3330 N3331 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1041 M1112 N3303 N3302 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1042 M1113 N287 N288 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1043 M1114 N582 N3304 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1044 M1116 N432 N216 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1045 M1117 N433 N217 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1046 M1120 N462 N464 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1047 M1121 N493 N495 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1048 M1122 N545 N246 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1049 M1123 N544 N247 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1050 M1124 N522 N525 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1051 M1125 N528 N244 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1052 M1126 N529 N243 Rectangular DF #1 Typical Gravity Stro...Pin...Pin... 1053 PUR...N3306 N3307 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1054 PUR...N3308 N3309 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1055 PUR...N3310 N3311 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 1056 PUR...N3312 N3313 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1057 PUR...N1038 N3315 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1058 M1064 N3367 N3368 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1059 M1068 N3390 N3391 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1060 M1069 N3375 N3376 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1061 M1070 N3363 N3364 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1062 M1071 N3354 N3355 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1063 M1072 N3346 N3347 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1064 M1073 N3348 N3344 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1065 M1074 N3341 N3342 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1066 M1075 N3320 N3321 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1067 M1076 N3334 N3335 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1068 M1077 N3317 N3314 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 1069 M1078 N3435 N3436 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1070 PUR...N3438 N3439 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1071 PUR...N3440 N3441 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1072 PUR...N3442 N3443 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1073 PUR...N3444 N3445 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1074 PUR...N3446 N3447 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1075 PUR...N3448 N3449 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1076 PUR...N3450 N3451 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1077 PUR...N3504 N3505 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1078 PUR...N3506 N3507 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1079 PUR...N3508 N3509 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1080 PUR...N3510 N3511 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1081 PUR...N3512 N3513 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1082 PUR...N3514 N3515 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1083 PUR...N3516 N3517 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1084 PUR...N3518 N3519 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1085 PUR...N3520 N3521 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1086 PUR...N3522 N3523 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1087 PUR...N3524 N3525 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1088 PUR...N3526 N3527 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 1089 PUR...N3528 N3529 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1090 PUR...N3530 N3531 TJI 360_11.88 Wood Produc...Typical Gravity Stro...Pin...Pin... 1091 PUR...N3532 N3533 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1092 PUR...N3534 N3535 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1093 PUR...N3536 N3537 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1094 PUR...N3538 N3539 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1095 PUR...N3314 N3541 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1096 PUR...N3542 N3543 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1097 PUR...N3544 N3545 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1098 PUR...N3546 N3547 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1099 PUR...N3548 N3549 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1100 PUR...N3550 N3551 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1101 PUR...N3552 N3553 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1102 PUR...N3554 N3555 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1103 M1105 N3479 N3480 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1104 M1106 N3493 N3494 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1105 M1111 N3387 N3380 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1106 M1115 N3471 N3472 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1107 M1118 N3475 N3476 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1108 M1108 N3584 N3492 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1109 M1109 N3492 N3500 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1110 M1110 N3500 N3501 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1111 M1119 N3501 N3502 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1112 M1127 N3502 N3503 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 44 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 112 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Level 4 (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 1113 M1128 N3503 N3563 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1114 M1129 N3563 N3562 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1115 M1130 N3562 N3560 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1116 M1131 N3560 N3561 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1117 M1132 N3561 N3488 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1118 M1133 N3488 N3564 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1119 M1134 N3564 N3540 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1120 M1136 N3540 N3556 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1121 M1137 N3556 N3557 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1122 M1138 N3557 N3558 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1123 M1139 N3558 N3559 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1124 M1140 N3559 N3583 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1125 M1141 N3489 N3565 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1126 M1142 N3565 N3569 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1127 M1143 N3569 N3566 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1128 M1144 N1437 N3571 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1129 M1145 N3571 N3570 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1130 M1146 N3570 N3567 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1131 M1147 N3582 N3581 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1132 M1148 N3581 N3573 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1133 M1149 N3573 N3574 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1134 M1150 N3574 N3575 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1135 M1151 N3575 N3576 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1136 M1152 N3576 N3577 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1137 M1153 N3577 N3578 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1138 M1154 N3578 N3579 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1139 M1155 N3579 N3572 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1140 M1156 N3572 N3580 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1141 M1157 N3580 N3491 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1142 M1158 N3606 N3587 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1143 M1159 N3587 N3588 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1144 M1160 N3588 N3589 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1145 M1161 N3589 N3590 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1146 M1162 N3590 N3591 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1147 M1163 N3591 N3592 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1148 M1164 N3592 N3314 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1149 M1165 N3605 N3603 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1150 M1166 N3603 N3602 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1151 M1167 N3602 N3601 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1152 M1168 N3601 N3600 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1153 M1169 N3600 N3599 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1154 M1170 N3599 N3598 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1155 M1171 N3598 N3597 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1156 M1172 N3597 N3596 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1157 M1173 N3596 N3595 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1158 M1174 N3595 N3594 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1159 M1175 N3594 N3593 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1160 M1176 N3593 N3362 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1161 M1177 N2006 N3604 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1162 M1178 N3607 N3609 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1163 M1179 N3609 N3610 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1164 M1180 N3610 N3611 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1165 M1181 N3611 N3612 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1166 M1182 N3612 N3613 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1167 M1183 N3613 N3614 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1168 M1184 N3614 N3608 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1169 M1185 N3615 N3622 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 45 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 113 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Level 4 (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 1170 M1186 N3622 N3617 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1171 M1187 N3617 N3618 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1172 M1188 N3618 N3619 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1173 M1189 N3619 N3620 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1174 M1190 N3620 N3621 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1175 M1191 N3621 N3616 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1176 M1192 N3623 N3635 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1177 M1193 N3635 N3636 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1178 M1194 N3636 N3627 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1179 M1195 N3627 N3628 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1180 M1196 N3628 N3629 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1181 M1197 N3629 N3630 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1182 M1198 N3630 N3631 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1183 M1199 N3631 N3632 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1184 M1200 N3632 N3633 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1185 M1201 N3633 N3626 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1186 M1202 N3626 N3634 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1187 M1203 N3634 N3624 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1188 M1204 N3666 N3637 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1189 M1205 N3637 N3638 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1190 M1206 N3638 N3639 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1191 M1207 N3639 N3640 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1192 M1208 N3640 N3641 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1193 M1209 N3641 N3650 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1194 M1210 N3650 N3652 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1195 M1211 N3652 N3648 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1196 M1212 N3648 N3647 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1197 M1213 N3647 N3651 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1198 M1214 N3651 N3649 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1199 M1215 N3649 N3642 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1200 M1216 N3642 N3643 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1201 M1217 N3643 N3644 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1202 M1218 N3644 N3645 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1203 M1219 N3645 N3646 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1204 M1220 N3646 N3665 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1205 M1221 N3625 N3662 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1206 M1222 N3662 N3654 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1207 M1223 N3654 N3661 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1208 M1224 N3661 N3660 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1209 M1225 N3660 N3659 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1210 M1226 N3659 N3658 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1211 M1227 N3658 N3657 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1212 M1228 N3657 N3656 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1213 M1229 N3656 N3655 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1214 M1230 N3655 N3664 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1215 M1231 N3664 N3663 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1216 M1232 N3663 N3653 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1217 M1233 N3667 N3669 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1218 M1234 N3669 N3670 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1219 M1235 N3670 N3671 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1220 M1236 N3671 N3672 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1221 M1237 N3672 N3673 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1222 M1238 N3673 N3682 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1223 M1239 N3682 N3684 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1224 M1243 N3683 N3681 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1225 M1244 N3681 N3674 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1226 M1245 N3674 N3675 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 46 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 114 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Level 4 (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 1227 M1246 N3675 N3676 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1228 M1247 N3676 N3677 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1229 M1248 N3677 N3678 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1230 M1249 N3678 N3668 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1231 M1250 N2056 N2055 5.25X9.5FS PSL Typical Gravity Stro...Pin...Pin... 1232 M1251 N3686 N959 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1233 M1252 N3687 N2955 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1234 M1253 N3688 N2943 TJI 230_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1235 M1240 N438 N736 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 1236 PUR...N3694 N3695 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1237 PUR...N3696 N3697 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1238 PUR...N3698 N3699 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 1239 PUR...N3700 N3701 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... Beam Primary Data : Roof Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 1 M8 N657 N658 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 2 M9 N659 N630 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 3 M10 N660 N629 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 4 M11 N630 N629 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 5 M12 N661 N662 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 6 M17 N664 N665 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 7 M18 N666 N639 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 8 M19 N669 N667 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 9 M20 N670 N671 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 10 M21 N672 N673 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 11 M22 N674 N675 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 12 M23 N676 N629 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 13 M24 N677 N284 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 14 M25 N287 N2033 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 15 M26 N2034 N2035 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 16 M27 N2036 N2037 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 17 M28 N515 N239 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 18 M29 N590 N609 5.25X7FS PSL Typical Gravity Stro...Pin...Pin... 19 M49 N267 N555 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 20 M50 N558 N268 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 21 M51 N1890 N560 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 22 M52 N1896 N565 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 23 M53 N1900 N568 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 24 M54 N1902 N569 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 25 M55 N1906 N572 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 26 M56 N1912 N577 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 27 M57 N280 N579 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 28 M58 N1918 N582 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 29 M59 N1922 N585 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 30 M60 N1924 N586 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 31 M61 N1928 N589 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 32 M62 N1933 N593 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 33 M67 N604 N605 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 34 M68 N607 N608 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 35 M69 N1956 N610 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 36 M70 N1960 N613 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 37 M71 N620 N621 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 38 M72 N1967 N624 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 39 M73 N626 N627 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 40 M74 N634 N2114 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 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Outrigger? 41 M75 N635 N2112 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 42 M76 N638 N2109 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 43 M84 N681 N682 2-2X10 HF #2 Typical Gravity Stro...Pin...Pin... 44 M85 N1569 N325 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 45 M86 N1614 N355 5.25X11.875FS PSL Typical Gravity Stro...Pin...Pin... 46 M87 N1559 N318 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 47 M88 N1561 N319 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 48 M89 N1563 N320 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 49 M90 N1576 N329 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 50 M91 N1582 N333 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 51 M92 N1584 N334 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 52 M93 N1586 N335 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 53 M94 N1588 N336 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 54 M95 N1591 N339 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 55 M96 N1593 N340 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 56 M97 N1596 N343 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 57 M98 N1598 N344 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 58 M99 N1600 N345 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 59 M100 N1602 N346 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 60 M101 N1607 N351 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 61 M102 N1619 N359 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 62 M103 N362 N363 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 63 M104 N1625 N364 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 64 M105 N1627 N365 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 65 M106 N1630 N368 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 66 M107 N1632 N369 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 67 M108 N1634 N370 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 68 M117 N1662 N389 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 69 M118 N1664 N390 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 70 M119 N1666 N391 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 71 M120 N1668 N392 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 72 M121 N1670 N393 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 73 M122 N1672 N394 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 74 M123 N1674 N395 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 75 M124 N1676 N396 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 76 M125 N1679 N398 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 77 M126 N2092 N400 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 78 M127 N2094 N401 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 79 M128 N403 N404 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 80 M129 N1690 N406 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 81 M130 N1692 N407 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 82 M131 N408 N409 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 83 M132 N1696 N410 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 84 M141 N323 N324 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 85 M142 N1571 N326 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 86 M143 N1574 N328 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 87 M144 N1578 N330 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 88 M145 N1612 N354 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 89 M146 N1616 N356 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 90 M147 N349 N350 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 91 M148 N1609 N352 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 92 M161 N504 N1832 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 93 M162 N503 N502 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 94 M163 N1826 N498 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 95 M164 N1814 N512 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 96 M1120 N462 N464 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 97 M1121 N493 N495 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 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Outrigger? 98 M1124 N522 N525 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 99 M1064 N3367 N3368 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 100 M1069 N3375 N3376 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 101 M1072 N3346 N3347 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 102 M1073 N2738 N3344 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 103 M1074 N3341 N3342 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 104 M1075 N3320 N3321 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 105 M1076 N3334 N3335 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 106 M1077 N3317 N3314 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 107 M1105 N3479 N3480 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 108 M1106 N3493 N3494 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 109 M133 N2212 N2214 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 110 M134 N2040 N2041 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 111 M135 N2106 N2107 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 112 M136 N2044 N2045 W24x55 A992 Typical Gravity Stro...Pin...Pin... 113 M137 N2216 N2217 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 114 M138 N2219 N2211 5.25X11.875FS LSL Typical Gravity Stro...Pin...Pin... 115 M139 N2220 N265 5.25X11.875FS LSL Typical Gravity Stro...Pin...Pin... 116 M149 N2221 N1439 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 117 PUR...N2594 N2595 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 118 PUR...N2596 N2597 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 119 PUR...N2598 N2599 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 120 PUR...N2600 N2601 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 121 PUR...N2602 N2603 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 122 PUR...N2604 N2605 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 123 PUR...N2606 N2607 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 124 PUR...N2608 N2609 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 125 PUR...N2610 N2611 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 126 PUR...N2612 N2613 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 127 PUR...N2614 N2615 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 128 PUR...N2616 N2617 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 129 PUR...N2618 N2619 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 130 PUR...N2620 N2621 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 131 PUR...N2622 N2623 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 132 PUR...N2624 N2698 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 133 PUR...N2699 N2730 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 134 PUR...N2731 N2732 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 135 PUR...N2733 N2734 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 136 PUR...N2562 N2563 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 137 PUR...N1536 N1537 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 138 PUR...N2566 N2567 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 139 PUR...N1542 N1543 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 140 PUR...N2570 N2571 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 141 PUR...N1548 N1549 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 142 PUR...N2574 N2575 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 143 PUR...N1557 N1558 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 144 PUR...N2578 N2579 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 145 PUR...N1566 N1567 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 146 PUR...N2582 N2583 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 147 PUR...N2813 N2814 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 148 PUR...N2815 N2816 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 149 PUR...N2817 N2818 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 150 PUR...N2819 N2820 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 151 PUR...N2821 N2822 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 152 PUR...N2823 N2824 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 153 PUR...N2825 N2826 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 154 PUR...N2827 N2828 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 155 PUR...N2829 N2830 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 156 PUR...N2831 N2832 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 157 PUR...N2833 N2834 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 158 PUR...N2836 N2838 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 159 PUR...N2840 N2842 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 160 PUR...N2844 N2846 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 161 PUR...N2848 N2850 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 162 PUR...N2852 N2854 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 163 PUR...N2856 N2887 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 164 PUR...N2888 N2889 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 165 PUR...N2890 N2891 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 166 PUR...N2927 N4243 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 167 PUR...N2929 N4244 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 168 PUR...N2941 N4245 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 169 PUR...N2943 N4246 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 170 PUR...N2945 N4247 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 171 PUR...N2957 N4248 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 172 PUR...N2960 N4249 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 173 PUR...N3038 N4250 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 174 PUR...N3040 N4251 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 175 PUR...N3042 N4252 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 176 PUR...N3044 N4253 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 177 PUR...N3046 N4254 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 178 PUR...N3048 N4255 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 179 PUR...N3050 N4256 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 180 PUR...N3052 N4257 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 181 PUR...N3054 N4258 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 182 PUR...N3056 N4259 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 183 PUR...N3058 N4260 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 184 PUR...N3060 N4261 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 185 PUR...N3062 N4262 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 186 PUR...N3064 N4263 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 187 PUR...N3066 N4264 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 188 PUR...N2554 N2555 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 189 PUR...N2556 N2557 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 190 PUR...N2558 N2559 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 191 PUR...N2560 N2561 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 192 PUR...N2564 N2565 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 193 PUR...N2568 N2569 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 194 PUR...N2572 N2573 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 195 PUR...N2576 N2577 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 196 PUR...N2580 N2581 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 197 PUR...N2314 N2315 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 198 PUR...N2316 N2317 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 199 PUR...N2318 N2319 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 200 PUR...N2540 N2541 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 201 PUR...N3199 N2543 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 202 PUR...N2544 N2545 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 203 PUR...N2546 N2547 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 204 PUR...N2593 N2735 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 205 PUR...N2736 N2737 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 206 PUR...N2320 N2739 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 207 PUR...N2740 N2741 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 208 PUR...N2808 N2809 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 209 PUR...N2810 N2811 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 210 PUR...N2812 N2892 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 211 PUR...N2893 N2916 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 50 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 118 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Roof (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 212 PUR...N3174 N3176 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 213 PUR...N3178 N3181 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 214 PUR...N3182 N3183 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 215 PUR...N3184 N3186 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 216 PUR...N3380 N3381 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 217 PUR...N3382 N3383 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 218 PUR...N3384 N3385 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 219 PUR...N3386 N3388 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 220 PUR...N3389 N3390 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 221 PUR...N3392 N3393 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 222 PUR...N3394 N3395 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 223 PUR...N3396 N3397 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 224 PUR...N3398 N3399 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 225 PUR...N3400 N3401 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 226 PUR...N3402 N3403 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 227 PUR...N3404 N3405 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 228 PUR...N3406 N3407 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 229 PUR...N3071 N3072 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 230 PUR...N3195 N3196 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 231 PUR...N3198 N3200 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 232 PUR...N3202 N3204 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 233 PUR...N3073 N3126 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 234 PUR...N3158 N983 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 235 PUR...N3162 N3164 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 236 PUR...N3166 N3168 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 237 PUR...N3126 N3170 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 238 PUR...N983 N1000 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 239 PUR...N3164 N3233 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 240 PUR...N1005 N1020 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 241 PUR...N3170 N3172 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 242 PUR...N1000 N1021 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 243 PUR...N3233 N3236 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 244 PUR...N1020 N1027 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 245 PUR...N3172 N3188 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 246 PUR...N1021 N1026 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 247 PUR...N3236 N3238 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 248 PUR...N1032 N1033 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 249 PUR...N3188 N3190 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 250 PUR...N1026 N1034 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 251 PUR...N3238 N3288 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 252 PUR...N1033 N1040 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 253 M264 N1475 N2057 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 254 M265 N2058 N300 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 255 M266 N1469 N2059 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 256 M267 N2060 N302 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 257 M268 N1473 N2061 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 258 M270 N2078 N678 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 259 M271 N679 N306 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 260 M272 N309 N2070 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 261 M273 N1506 N2069 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 262 M274 N2068 N311 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 263 M275 N1510 N2067 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 264 M276 N1514 N2066 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 265 M277 N307 N2065 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 266 PUR...N3160 N3235 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 267 PUR...N3237 N3240 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 268 PUR...N3292 N3296 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 269 PUR...N1038 N3298 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 270 PUR...N3310 N3311 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 271 PUR...N1066 N1067 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 272 PUR...N3261 N3348 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 273 PUR...N1072 N1073 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 274 PUR...N3311 N3313 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 275 PUR...N1067 N1079 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 276 PUR...N3348 N3379 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 277 PUR...N3297 N3299 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 278 PUR...N3300 N3301 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 279 PUR...N3228 N3229 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 280 PUR...N3191 N3307 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 281 PUR...N1091 N1092 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 282 PUR...N3409 N3410 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 283 PUR...N1097 N1098 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 284 PUR...N3413 N3414 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 285 PUR...N3427 N3428 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 286 PUR...N3429 N3430 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 287 PUR...N3431 N3432 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 288 PUR...N3433 N3434 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 289 PUR...N3435 N3437 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 290 PUR...N3438 N3440 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 291 PUR...N3442 N3445 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 292 PUR...N3447 N3449 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 293 PUR...N3451 N3452 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 294 PUR...N3453 N3454 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 295 PUR...N3455 N3456 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 296 PUR...N3457 N3458 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 297 PUR...N3304 N3305 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 298 PUR...N3306 N3308 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 299 PUR...N3309 N3312 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 300 PUR...N3315 N3361 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 301 PUR...N3470 N3473 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 302 PUR...N3474 N3481 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 303 PUR...N3482 N3483 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 304 PUR...N3484 N3485 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 305 PUR...N3486 N3487 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 306 PUR...N3488 N3489 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 307 PUR...N3490 N3491 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 308 PUR...N3492 N3498 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 309 PUR...N3499 N3500 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 310 PUR...N3501 N3502 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 311 PUR...N3503 N3504 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 312 PUR...N3505 N3506 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 313 PUR...N3378 N3408 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 314 PUR...N3411 N3412 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 315 PUR...N3415 N3416 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 316 PUR...N3417 N3418 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 317 PUR...N3519 N3521 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 318 PUR...N3523 N3525 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 319 PUR...N3527 N3529 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 320 PUR...N3531 N3533 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 321 PUR...N3535 N3537 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 322 PUR...N3539 N3540 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 323 PUR...N3541 N3543 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 324 PUR...N3545 N3547 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 325 PUR...N3549 N3551 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 326 PUR...N3553 N3555 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 327 PUR...N3556 N3557 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 328 PUR...N3558 N3559 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 329 PUR...N3419 N3420 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 330 PUR...N3421 N3422 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 331 PUR...N1941 N2005 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 332 PUR...N3425 N3426 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 333 PUR...N3566 N3567 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 334 PUR...N3568 N3569 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 335 PUR...N3570 N3571 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 336 PUR...N3572 N3573 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 337 PUR...N3574 N3575 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 338 PUR...N3576 N3577 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 339 PUR...N3578 N3579 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 340 PUR...N3580 N3581 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 341 PUR...N3582 N3583 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 342 PUR...N3584 N3585 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 343 PUR...N3586 N3587 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 344 PUR...N3588 N3589 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 345 PUR...N3423 N3424 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 346 PUR...N3459 N3460 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 347 PUR...N3461 N3462 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 348 PUR...N3463 N3464 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 349 PUR...N3465 N3466 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 350 PUR...N3507 N3508 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 351 PUR...N3509 N3510 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 352 PUR...N3511 N3513 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 353 PUR...N3515 N3517 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 354 PUR...N3560 N3561 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 355 PUR...N3562 N3563 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 356 PUR...N3564 N3565 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 357 PUR...N3590 N3591 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 358 PUR...N3592 N3593 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 359 PUR...N3594 N3595 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 360 PUR...N3596 N3597 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 361 PUR...N3598 N3599 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 362 PUR...N3608 N3609 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 363 PUR...N2132 N3611 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 364 PUR...N3612 N3613 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 365 PUR...N3614 N3615 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 366 M378 N3600 N3601 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 367 M379 N1477 N3602 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 368 M380 N3603 N3604 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 369 M381 N3605 N3606 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 370 M382 N3607 N3616 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 371 M383 N3617 N3441 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 372 M384 N3618 N3619 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 373 M385 N3620 N3621 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 374 PUR...N3800 N3801 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 375 PUR...N3802 N3803 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 376 PUR...N3804 N3805 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 377 PUR...N3806 N3807 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 378 PUR...N3784 N3785 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 379 PUR...N3786 N3787 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 380 PUR...N3788 N3789 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 381 PUR...N3790 N3791 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 382 PUR...N3792 N3793 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 383 PUR...N3794 N3795 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 384 PUR...N3798 N3799 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 385 PUR...N3808 N3809 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 386 PUR...N3810 N3811 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 387 PUR...N3812 N3813 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 388 PUR...N3814 N3815 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 389 PUR...N3816 N3817 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 390 PUR...N3818 N3819 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 391 PUR...N3820 N3821 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 392 PUR...N3822 N3823 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 393 PUR...N3824 N3825 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 394 PUR...N3826 N3827 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 395 PUR...N3828 N3829 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 396 PUR...N3830 N3831 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 397 PUR...N3832 N3833 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 398 PUR...N3834 N3835 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 399 PUR...N3836 N3837 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 400 PUR...N3838 N3839 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 401 PUR...N3840 N3841 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 402 PUR...N3842 N3843 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 403 PUR...N3844 N3845 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 404 PUR...N3846 N3847 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 405 PUR...N3848 N3849 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 406 PUR...N3850 N3851 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 407 PUR...N3860 N3861 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 408 PUR...N3862 N3863 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 409 PUR...N3864 N3865 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 410 PUR...N3866 N3867 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 411 PUR...N3852 N3853 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 412 PUR...N3854 N3855 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 413 PUR...N3856 N3857 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 414 PUR...N3858 N3859 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 415 PUR...N3868 N3869 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 416 PUR...N3870 N3871 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 417 PUR...N3872 N3873 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 418 PUR...N3874 N3875 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 419 PUR...N3876 N3877 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 420 PUR...N3878 N3879 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 421 PUR...N3880 N3881 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 422 PUR...N3882 N3883 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 423 PUR...N3884 N3885 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 424 PUR...N3886 N3887 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 425 PUR...N3888 N3889 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 426 PUR...N3890 N3891 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 427 PUR...N3892 N3893 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 428 PUR...N2389 N2390 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 429 PUR...N3932 N3933 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 430 PUR...N2395 N2396 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 431 PUR...N3936 N3937 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 432 PUR...N2401 N2402 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 433 PUR...N3940 N3941 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 434 PUR...N2459 N2460 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 435 PUR...N3944 N3945 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 436 PUR...N2465 N2466 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 437 PUR...N3920 N3921 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 438 PUR...N3922 N3923 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 439 PUR...N3924 N3925 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 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Outrigger? 440 PUR...N3926 N3927 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 441 PUR...N3928 N3929 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 442 PUR...N3930 N3931 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 443 PUR...N3934 N3935 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 444 PUR...N3938 N3939 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 445 PUR...N3942 N3943 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 446 PUR...N3946 N3947 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 447 PUR...N3948 N3949 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 448 PUR...N3950 N3951 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 449 PUR...N3952 N3953 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 450 PUR...N3894 N3895 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 451 PUR...N2327 N2388 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 452 PUR...N3898 N3899 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 453 PUR...N2333 N2472 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 454 PUR...N3918 N3919 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 455 PUR...N3954 N3955 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 456 PUR...N3956 N3957 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 457 PUR...N3958 N3959 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 458 PUR...N3960 N3961 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 459 PUR...N3962 N3963 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 460 PUR...N3964 N3965 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 461 PUR...N3966 N3967 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 462 PUR...N3968 N3969 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 463 PUR...N3970 N3971 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 464 PUR...N3896 N3897 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 465 PUR...N2478 N2685 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 466 PUR...N3902 N3903 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 467 PUR...N2518 N2691 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 468 M478 N3900 N3901 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 469 M479 N3796 N3904 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 470 M480 N3905 N3906 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 471 M481 N3907 N3908 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 472 M482 N3910 N3909 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 473 M483 N4062 N4063 5.25X11.875FS LSL Typical Gravity Stro...Pin...Pin... 474 M484 N4064 N4065 5.25X11.875FS LSL Typical Gravity Stro...Pin...Pin... 475 PUR...N4134 N4135 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 476 PUR...N2487 N2488 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 477 PUR...N4138 N4139 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 478 PUR...N2493 N2494 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 479 PUR...N4142 N4143 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 480 PUR...N2499 N2500 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 481 PUR...N4146 N4147 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 482 PUR...N2505 N2506 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 483 PUR...N4150 N4151 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 484 PUR...N2511 N2512 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 485 PUR...N4154 N4155 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 486 PUR...N4090 N4091 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 487 PUR...N4092 N4093 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 488 PUR...N4094 N4095 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 489 PUR...N4096 N4097 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 490 PUR...N4098 N4099 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 491 PUR...N4100 N4101 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 492 PUR...N4102 N4103 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 493 PUR...N4104 N4105 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 494 PUR...N4106 N4107 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 495 PUR...N4124 N4125 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 496 PUR...N4126 N4127 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 55 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 123 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Roof (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 497 PUR...N4128 N4129 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 498 PUR...N4130 N4131 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 499 PUR...N4136 N4137 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 500 PUR...N4140 N4141 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 501 PUR...N1989 N4145 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 502 PUR...N4148 N4149 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 503 PUR...N4152 N4153 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 504 PUR...N4156 N4157 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 505 PUR...N4158 N4159 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 506 PUR...N4160 N4161 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 507 PUR...N4162 N4163 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 508 PUR...N4174 N4175 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 509 PUR...N4176 N4177 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 510 PUR...N4178 N4179 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 511 PUR...N4180 N4181 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 512 PUR...N4182 N4183 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 513 PUR...N4184 N4185 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 514 PUR...N4186 N4187 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 515 PUR...N4188 N4189 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 516 PUR...N4190 N4191 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 517 PUR...N4192 N4193 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 518 PUR...N4194 N4195 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 519 PUR...N4196 N4197 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 520 PUR...N4198 N4199 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 521 PUR...N4200 N4201 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 522 M528 N4119 N4118 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 523 M529 N4116 N4115 W24x55 A992 Typical Gravity Stro...Pin...Pin... 524 M530 N4113 N4112 3.5X11.875FS LSL Typical Gravity Stro...Pin...Pin... 525 PUR...N4133 N4164 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 526 PUR...N4165 N4166 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 527 PUR...N4167 N4168 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 528 PUR...N4169 N4170 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 529 PUR...N4171 N4172 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 530 PUR...N4173 N4202 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 531 PUR...N4203 N4204 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 532 PUR...N4205 N4206 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 533 PUR...N4207 N4208 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 534 PUR...N4209 N4210 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 535 PUR...N4211 N4212 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 536 PUR...N4213 N4214 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 537 PUR...N4215 N4216 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 538 PUR...N4217 N4218 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 539 PUR...N4219 N4220 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 540 PUR...N4221 N4222 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 541 PUR...N4223 N4224 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 542 PUR...N4225 N4226 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 543 PUR...N4227 N4228 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 544 PUR...N4229 N4230 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 545 PUR...N4231 N4232 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 546 PUR...N4233 N4234 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 547 PUR...N4235 N4236 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 548 PUR...N4237 N4238 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 549 PUR...N4239 N4240 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 550 PUR...N4241 N4242 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 551 PUR...N4331 N4265 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 552 PUR...N4333 N4266 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 553 PUR...N4335 N4267 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... RISAFloor Version 11.0.1 Page 56 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 124 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Primary Data : Roof (Continued) Label Start Point End Point Shape Material Design Rules Function Orie...Star...End... Outrigger? 554 PUR...N4337 N4268 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 555 PUR...N4339 N4269 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 556 PUR...N4341 N4270 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 557 PUR...N4343 N4271 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 558 PUR...N4345 N4272 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 559 PUR...N4347 N4273 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 560 PUR...N4349 N4274 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 561 PUR...N4351 N4275 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 562 PUR...N4353 N4276 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 563 PUR...N4355 N4277 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 564 PUR...N4357 N4278 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 565 PUR...N4359 N4279 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 566 PUR...N4361 N4280 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 567 PUR...N4363 N4281 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 568 PUR...N4365 N4282 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 569 PUR...N4367 N4283 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 570 PUR...N4369 N4284 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 571 PUR...N4371 N4285 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 572 PUR...N4373 N4286 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 573 M577 N4290 N4266 1.75X11.875FS LSL Typical Gravity Stro...Fixed Pin... 574 M578 N4266 N4267 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 575 M579 N4267 N4268 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 576 M580 N4268 N4269 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 577 M581 N4269 N4270 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 578 M582 N4270 N4271 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 579 M583 N4271 N4272 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 580 M584 N4272 N4273 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 581 M585 N4273 N4274 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 582 M586 N4274 N4275 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 583 M587 N4275 N4276 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 584 M588 N4276 N4277 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 585 M589 N4277 N4278 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 586 M590 N4278 N4279 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 587 M591 N4279 N4280 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 588 M592 N4280 N4281 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 589 M593 N4281 N4282 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 590 M594 N4282 N4283 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 591 M595 N4283 N4284 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 592 M596 N4284 N4285 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 593 M597 N4285 N4289 1.75X11.875FS LSL Typical Gravity Stro...Pin...Fixed 594 M598 N4288 N4263 1.75X11.875FS LSL Typical Gravity Stro...Fixed Pin... 595 M599 N4263 N4262 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 596 M600 N4262 N4261 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 597 M601 N4261 N4260 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 598 M602 N4260 N4259 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 599 M603 N4259 N4258 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 600 M604 N4258 N4257 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 601 M605 N4257 N4256 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 602 M606 N4256 N4255 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 603 M607 N4255 N4254 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 604 M608 N4254 N4253 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 605 M609 N4253 N4252 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 606 M610 N4252 N4251 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 607 M611 N4251 N4250 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 608 M612 N4250 N4249 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 609 M613 N4249 N4248 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 610 M614 N4248 N4247 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 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Outrigger? 611 M615 N4247 N4246 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 612 M616 N4246 N4245 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 613 M617 N4245 N4244 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 614 M618 N4244 N4287 1.75X11.875FS LSL Typical Gravity Stro...Pin...Fixed 615 M619 N2042 N4287 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 616 M620 N2104 N4288 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 617 M621 N4108 N4290 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 618 M622 N4109 N4289 1.75X11.875FS LSL Typical Gravity Stro...Pin...Pin... 619 M623 N304 N2062 TJI 210_11.875 Wood Produc...Typical Gravity Stro...Pin...Pin... 620 M624 N4111 N4110 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... 621 M625 N501 N1990 2-2X10 DF #2 Typical Gravity Stro...Pin...Pin... Hot Rolled : Level 3 Label Length[ft] Lbyy[ft] Lbzz[ft] Lcomp Top[ft] Lcomp Bot[ft] L-torq... Cb Composi...Camber[...B-eff Lef...B-eff Rig... No Data to Print ... Hot Rolled : Level 4 Label Length[ft] Lbyy[ft] Lbzz[ft] Lcomp Top[ft] Lcomp Bot[ft] L-torq... Cb Composi...Camber[...B-eff Lef...B-eff Rig... No Data to Print ... Hot Rolled : Roof Label Length[ft] Lbyy[ft] Lbzz[ft] Lcomp Top[ft] Lcomp Bot[ft] L-torq... Cb Composi...Camber[...B-eff Lef...B-eff Rig... 1 M136 30.198 Framing 2 M529 30.198 Framing Wood Wall Panel Parameters Label Top Plate Sill Plate Studs Min Stud Sp... Max Stud Sp...Green Lumb... Header Size Header Matl 1 SW-6 (x6)2-2X6 2X6 2X6 16 16 2-2X10 Same as Wall 2 SW-4 (x6)2-2X6 2X6 2X6 16 16 2-2X10 Same as Wall 3 SW-3 (x6)2-2X6 2X6 2X6 16 16 2-2X10 Same as Wall 4 SW-2 (x6)2-2X6 2X6 2X6 16 16 2-2X10 Same as Wall 5 SW-6 (x4)2-2X4 2X4 2X4 16 16 2-2X10 Same as Wall 6 SW-4 (x4)2-2X4 2X4 2X4 16 16 2-2X10 Same as Wall 7 SW-3 (x4)2-2X4 2X4 2X4 16 16 2-2X10 Same as Wall 8 SW-2 (x4)2-2X4 2X4 2X4 16 16 2-2X10 Same as Wall 9 2x6 Stud Wall 2-2X6 2X6 2X6 16 16 2-2X10 Same as Wall 10 2x4 Stud Wall 2-2X4 2X4 2X4 16 16 2-2X10 Same as Wall 11 3x4 Stud Wall 2-2X4 2X4 3X4 16 16 2-2X10 Same as Wall 12 2x4 @ 12 oc 2-2X4 2X4 2X4 12 12 2-2X10 Same as Wall 13 3x4 @ 12 oc 2-2X4 2X4 3x4 12 12 2-2X10 Same as Wall 14 2x4 (Staggered)2-2X4 2X6 2X4 8 8 2-2X10 Same as Wall 15 2x6 (Staggered)2-2X6 2X8 2X6 8 8 2-2X10 Same as Wall Additional Wood Wall Panel Parameters Label Schedule Min. Panel...Max. Pane...Double Sid...Max. Nail ... Min. Nail S...HD Chords HD Chord ... Hold Down 1 SW-6 (x6)RS_15/32_10d....469 .469 No 6-in.6-in.3-2X6 Same as ...HDU_SPF-HF 2 SW-4 (x6)RS_15/32_10d....469 .469 No 4-in.4-in.3-2X6 Same as ...HDU_SPF-HF 3 SW-3 (x6)RS_15/32_10d....469 .469 No 3-in.3-in.4-2X6 Same as ...HDU_SPF-HF 4 SW-2 (x6)RS_15/32_10d....469 .469 No 2-in.2-in.5-2X6 Same as ...HDU_SPF-HF 5 SW-6 (x4)RS_15/32_10d....469 .469 No 6-in.6-in.3-2X4 Same as ...HDU_SPF-HF 6 SW-4 (x4)RS_15/32_10d....469 .469 No 4-in.4-in.3-2X4 Same as ...HDU_SPF-HF 7 SW-3 (x4)RS_15/32_10d....469 .469 No 3-in.3-in.5-2X4 Same as ...HDU_SPF-HF 8 SW-2 (x4)RS_15/32_10d....469 .469 No 2-in.2-in.8-2X4 Same as ...HDU_SPF-HF 9 2x6 Stud Wall RS_15/32_10d....469 .469 No 6-in.6-in.2-2X6 Same as ...HDU_SPF-HF RISAFloor Version 11.0.1 Page 58 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 126 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Additional Wood Wall Panel Parameters (Continued) Label Schedule Min. Panel...Max. Pane...Double Sid...Max. Nail ... Min. Nail S...HD Chords HD Chord ... Hold Down 10 2x4 Stud Wall RS_15/32_10d....469 .469 No 6-in.6-in.2-2X4 Same as ...HDU_SPF-HF 11 3x4 Stud Wall RS_15/32_10d....469 .469 No 6-in.6-in.2-3X4 Same as ...HDU_SPF-HF 12 2x4 @ 12 oc RS_15/32_10d....469 .469 No 6-in.6-in.2-2X4 Same as ...HDU_SPF-HF 13 3x4 @ 12 oc RS_15/32_10d....469 .469 No 6-in.6-in.2-3X4 Same as ...HDU_SPF-HF 14 2x4 (Staggere...RS_15/32_10d....469 .469 No 6-in.6-in.2-2X4 Same as ...HDU_SPF-HF 15 2x6 (Staggere...RS_15/32_10d....469 .469 No 6-in.6-in.2-2X6 Same as ...HDU_SPF-HF Combination Design Label ASIF CD Service Hot Rolle...Cold For... Wood Wood Pro... Concrete Masonry Connection 1 ASCE ASD 1: DL .9 Yes Yes Yes Yes Yes 2 ASCE ASD 2: DL + LL Yes Yes Yes Yes Yes 3 ASCE ASD 3: DL + Snow 1.15 Yes Yes Yes Yes Yes 4 ASCE ASD 4: DL + 0.75...1.15 Yes Yes Yes Yes Yes 5 LL Only Yes Yes Yes Yes Yes 6 Snow Only 1.15 Yes Yes Yes Yes Yes Floors Label Elevation[ft] Area Load D...Floo... Deck Default Deck Angle De... Parent Inac...Splice Distan...Splice ...No ... Par... 1 Level 3 23 Residential Floo...Typ. Floor D...90 None 10 Shear 0 2 Level 4 33 Residential Floo...Typ. Floor D...90 None 10 Shear 0 3 Roof 43 Roof Floo...Typ. Roof D...90 None 10 Shear 0 Beam Code Summary for Hot Rolled : Level 3 Label Size Explicit Studs Cam... Mater...Bendin... Loc[ft] LC Defl Check Loc[ft] Cat Shear ...Loc[... LC No Data to Print ... Beam Code Summary for Hot Rolled : Level 4 Label Size Explicit Studs Cam... Mater...Bendin... Loc[ft] LC Defl Check Loc[ft] Cat Shear ...Loc[... LC No Data to Print ... Beam Code Summary for Hot Rolled : Roof Label Size Explicit Studs Cam... Mater...Bendin... Loc[ft] LC Defl Check Loc[ft] Cat Shear ...Loc[... LC 1 M136 W24x55 Yes 0 A992 .302 15.099 3 .256 15.099 DL+LL .085 30.1...3 2 M529 W24x55 Yes 0 A992 .303 15.099 3 .257 15.099 DL+LL .085 0 3 Beam Code Summary for Wood : Level 3 Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 1 M1 3.5X11.87...Yes LSL .235 4.381 2 .149 4.05 DL+LL .223 0 2 2 M2 3.5X11.87...Yes LSL .092 2.245 2 .036 0 LL .173 3.729 2 3 M3 3.5X11.87...Yes LSL .236 4.386 2 .149 4.055 DL+LL .224 0 2 4 M4 3.5X11.87...Yes LSL .23 3.687 2 .144 4.015 DL+LL .223 8.029 2 5 M5 5.25X9.5FS Yes PSL .078 4.88 2 .064 4.88 LL .063 0 2 6 M8 5.25X11.8...Yes PSL .607 7.855 2 .616 7.547 DL+LL .404 15.093 2 7 M9 5.25X11.8...Yes PSL .027 4.781 2 .036 0 LL .028 0 2 8 M10 5.25X11.8...Yes PSL .027 4.781 2 .036 0 LL .028 0 2 9 M11 5.25X11.8...Yes PSL .126 4.313 2 .073 4.313 DL+LL .129 0 2 10 M12 5.25X11.8...Yes PSL .609 7.247 2 .618 7.555 DL+LL .404 0 2 11 M13 5.25X9.5FS Yes PSL .061 4.974 2 .051 4.974 DL+LL .048 0 2 12 M14 5.25X7FS Yes PSL .312 3.196 2 .199 2.9 DL+LL .263 5.8 2 13 M15 5.25X7FS Yes PSL .379 3.207 2 .236 2.806 DL+LL .347 5.612 2 14 M16 5.25X7FS Yes PSL .327 3.253 2 .259 3.542 DL+LL .255 7.083 2 15 M17 5.25X7FS Yes PSL .561 3.772 2 .45 3.555 DL+LL .447 0 2 16 M18 5.25X7FS Yes PSL .421 3.435 2 .298 3.117 DL+LL .384 0 2 17 M19 5.25X7FS Yes PSL .517 2.481 2 .373 3.117 DL+LL .485 6.234 2 RISAFloor Version 11.0.1 Page 59 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 127 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Code Summary for Wood : Level 3 (Continued) Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 18 M20 5.25X7FS Yes PSL .519 3.104 2 .365 3.104 DL+LL .424 0 2 19 M21 5.25X7FS Yes PSL .885 4.114 2 .793 4.114 DL+LL .481 8.228 2 20 M22 5.25X7FS Yes PSL .538 3.104 2 .378 3.104 DL+LL .445 0 2 21 M23 5.25X7FS Yes PSL .898 3.644 2 .83 4.152 DL+LL .646 0 2 22 M24 5.25X7FS Yes PSL .448 3.435 2 .314 3.117 DL+LL .411 0 2 23 M25 5.25X7FS Yes PSL .472 3.063 2 .327 3.063 DL+LL .386 6.126 2 24 M26 5.25X7FS Yes PSL .457 3.063 2 .318 3.063 DL+LL .382 0 2 25 M27 5.25X7FS Yes PSL .809 4.395 2 .74 4.063 DL+LL .487 0 2 26 M28 5.25X7FS Yes PSL .484 3.041 2 .331 3.041 DL+LL .417 0 2 27 M29 5.25X7FS Yes PSL .476 3.041 2 .318 3.041 DL+LL .351 6.083 2 28 M30 5.25X7FS Yes PSL .401 4.041 2 .355 4.041 DL+LL .231 8.083 2 29 M31 5.25X7FS Yes PSL .313 2.605 2 .2 2.901 DL+LL .264 0 2 30 M32 5.25X7FS Yes PSL .313 2.605 2 .2 2.901 DL+LL .264 0 2 31 M47 2-2X10 Yes HF #2 .222 1.806 2 .036 0 LL .364 0 2 32 M48 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .04 3 2 33 M49 2-2X10 Yes HF #2 .027 1.5 2 .036 0 LL .042 3 2 34 M50 2-2X10 Yes HF #2 .073 2.633 2 .036 0 LL .253 3 2 35 M51 2-2X10 Yes HF #2 .033 1.5 2 .036 0 LL .053 0 2 36 M52 2-2X10 Yes HF #2 .033 1.5 2 .036 0 LL .053 3 2 37 M53 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .04 0 2 38 M54 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .04 0 2 39 M55 2-2X10 Yes HF #2 .031 1.5 2 .036 0 LL .05 0 2 40 M56 2-2X10 Yes HF #2 .031 1.5 2 .036 0 LL .05 0 2 41 M57 2-2X10 Yes HF #2 .085 .367 2 .036 0 LL .297 0 2 42 M58 2-2X10 Yes HF #2 .018 1.5 2 .036 0 LL .028 3 2 43 M59 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .04 3 2 44 M60 2-2X10 Yes HF #2 .02 1.5 2 .036 0 LL .032 3 2 45 M61 2-2X10 Yes HF #2 .016 1.5 2 .036 0 LL .026 3 2 46 M62 2-2X10 Yes HF #2 .014 1.5 2 .036 0 LL .023 3 2 47 M63 2-2X10 Yes HF #2 .217 1.653 2 .036 0 LL .394 0 2 48 M64 2-2X10 Yes HF #2 .017 1.5 2 .036 0 LL .028 3 2 49 M65 2-2X10 Yes HF #2 .017 1.5 2 .036 0 LL .028 3 2 50 M66 2-2X10 Yes HF #2 .218 1.347 2 .036 0 LL .395 3 2 51 M67 2-2X10 Yes HF #2 .02 1.5 2 .036 0 LL .032 3 2 52 M68 2-2X10 Yes HF #2 .028 1.5 2 .036 0 LL .045 3 2 53 M69 2-2X10 Yes HF #2 .014 1.5 2 .036 0 LL .023 3 2 54 M70 2-2X10 Yes HF #2 .038 1.5 2 .036 0 LL .061 3 2 55 M71 2-2X10 Yes HF #2 .02 1.5 2 .036 0 LL .032 3 2 56 M72 2-2X10 Yes HF #2 .024 1.5 2 .036 0 LL .039 3 2 57 M73 2-2X10 Yes HF #2 .094 1.439 2 .036 0 LL .093 0 2 58 M74 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .039 0 2 59 M75 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .039 0 2 60 M76 2-2X10 Yes HF #2 .008 1.421 2 .036 0 LL .013 2.843 2 61 M80 2-2X10 Yes HF #2 .247 1.01 2 .042 1.439 LL .444 3 2 62 M81 2-2X10 Yes HF #2 .216 1.224 2 .036 0 LL .338 3 2 63 M82 2-2X10 Yes HF #2 .018 1.5 2 .036 0 LL .029 0 2 64 M83 2-2X10 Yes HF #2 .018 1.5 2 .036 0 LL .029 3 2 65 M84 2-2X10 Yes HF #2 .027 1.5 2 .036 0 LL .043 3 2 66 M85 5.25X11.8...Yes PSL .225 5.235 2 .145 4.75 DL+LL .247 9.5 2 67 M86 5.25X11.8...Yes PSL .226 5.041 2 .146 4.75 DL+LL .246 9.5 2 68 M87 3.5X11.87...Yes LSL .036 5.085 2 .036 0 LL .026 0 2 69 M88 3.5X11.87...Yes LSL .014 3.167 2 .036 0 LL .016 0 2 70 M89 3.5X11.87...Yes LSL .147 5.25 2 .197 5.25 LL .102 10.5 2 71 M90 3.5X11.87...Yes LSL .017 3.167 2 .036 0 LL .019 0 2 72 M91 3.5X11.87...Yes LSL .012 3.167 2 .036 0 LL .014 6.333 2 73 M92 3.5X11.87...Yes LSL .055 3.167 2 .044 3.167 LL .063 6.333 2 74 M93 3.5X11.87...Yes LSL .055 3.167 2 .044 3.167 LL .063 6.333 2 RISAFloor Version 11.0.1 Page 60 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 128 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Code Summary for Wood : Level 3 (Continued) Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 75 M94 3.5X11.87...Yes LSL .012 3.167 2 .036 0 LL .014 6.333 2 76 M95 3.5X11.87...Yes LSL .047 5.25 2 .037 5.25 DL+LL .033 10.5 2 77 M96 3.5X11.87...Yes LSL .047 5.25 2 .038 5.25 DL+LL .033 10.5 2 78 M97 3.5X11.87...Yes LSL .012 3.167 2 .036 0 LL .014 6.333 2 79 M98 3.5X11.87...Yes LSL .054 3.167 2 .044 3.167 LL .063 6.333 2 80 M99 3.5X11.87...Yes LSL .055 3.167 2 .044 3.167 LL .063 6.333 2 81 M100 3.5X11.87...Yes LSL .012 3.167 2 .036 0 LL .014 6.333 2 82 M101 3.5X11.87...Yes LSL .017 3.167 2 .036 0 LL .019 0 2 83 M102 3.5X11.87...Yes LSL .141 5.25 2 .193 5.25 LL .098 10.5 2 84 M103 3.5X11.87...Yes LSL .048 5.25 2 .038 5.25 DL+LL .034 10.5 2 85 M104 3.5X11.87...Yes LSL .048 5.25 2 .038 5.25 DL+LL .034 10.5 2 86 M105 3.5X11.87...Yes LSL .048 5.25 2 .038 5.25 DL+LL .034 10.5 2 87 M106 3.5X11.87...Yes LSL .115 4.75 2 .142 4.75 LL .088 9.5 2 88 M107 3.5X11.87...Yes LSL .016 3.167 2 .036 0 LL .019 0 2 89 M108 3.5X11.87...Yes LSL .036 5.085 2 .036 0 LL .026 0 2 90 M110 3.5X11.87...Yes LSL .058 3.167 2 .045 3.167 LL .068 0 2 91 M111 3.5X11.87...Yes LSL .088 3.748 2 .045 3.167 DL+LL .09 0 2 92 M112 3.5X11.87...Yes LSL .137 5.25 2 .19 5.25 LL .095 10.5 2 93 M113 3.5X11.87...Yes LSL .137 5.25 2 .19 5.25 LL .095 10.5 2 94 M114 3.5X11.87...Yes LSL .087 2.585 2 .045 3.167 DL+LL .089 6.333 2 95 M115 3.5X11.87...Yes LSL .058 3.167 2 .045 3.167 LL .068 0 2 96 M117 3.5X11.87...Yes LSL .037 5.085 2 .036 0 LL .027 0 2 97 M118 3.5X11.87...Yes LSL .01 3.167 2 .036 0 LL .012 0 2 98 M119 3.5X11.87...Yes LSL .127 4.75 2 .15 4.75 LL .098 9.5 2 99 M120 3.5X11.87...Yes LSL .141 5.25 2 .193 5.25 LL .097 10.5 2 100 M121 3.5X11.87...Yes LSL .016 3.167 2 .036 0 LL .018 0 2 101 M122 3.5X11.87...Yes LSL .043 5.25 2 .036 0 LL .03 10.5 2 102 M123 3.5X11.87...Yes LSL .142 5.25 2 .193 5.25 LL .098 10.5 2 103 M124 3.5X11.87...Yes LSL .043 5.25 2 .036 0 LL .03 10.5 2 104 M125 3.5X11.87...Yes LSL .032 3.296 1 .036 0 LL .035 0 1 105 M126 3.5X11.87...Yes LSL .142 5.25 2 .193 5.25 LL .098 0 2 106 M127 3.5X11.87...Yes LSL .142 5.25 2 .193 5.25 LL .098 10.5 2 107 M128 3.5X11.87...Yes LSL .058 3.167 2 .045 3.167 LL .068 0 2 108 M129 3.5X11.87...Yes LSL .041 2.003 2 .036 0 LL .085 0 2 109 M130 3.5X11.87...Yes LSL .136 5.25 2 .189 5.25 LL .094 0 2 110 M131 3.5X11.87...Yes LSL .012 3.167 2 .036 0 LL .014 6.333 2 111 M132 3.5X11.87...Yes LSL .036 5.082 2 .036 0 LL .026 0 2 112 M134 3.5X11.87...Yes LSL .058 3.167 2 .045 3.167 LL .068 0 2 113 M135 3.5X11.87...Yes LSL .094 3.554 2 .048 3.167 DL+LL .096 0 2 114 M136 3.5X11.87...Yes LSL .113 4.75 2 .142 4.75 LL .087 9.5 2 115 M137 3.5X11.87...Yes LSL .113 4.75 2 .142 4.75 LL .087 9.5 2 116 M138 3.5X11.87...Yes LSL .087 2.714 2 .045 3.167 DL+LL .089 6.333 2 117 M139 3.5X11.87...Yes LSL .058 3.167 2 .045 3.167 LL .068 0 2 118 M141 3.5X11.87...Yes LSL .06 1.634 2 .036 0 LL .143 0 2 119 M142 3.5X11.87...Yes LSL .032 1.39 2 .036 0 LL .108 0 2 120 M143 3.5X11.87...Yes LSL .004 1.5 2 .036 0 LL .009 0 2 121 M144 3.5X11.87...Yes LSL .004 1.5 2 .036 0 LL .009 0 2 122 M145 3.5X11.87...Yes LSL .028 1.495 2 .036 0 LL .065 3.406 2 123 M146 3.5X11.87...Yes LSL .054 1.251 2 .036 0 LL .103 3.406 2 124 M147 3.5X11.87...Yes LSL .004 1.5 2 .036 0 LL .009 0 2 125 M148 3.5X11.87...Yes LSL .004 1.5 2 .036 0 LL .009 3 2 126 M156 2-2X10 Yes DF #2 .188 1.352 2 .036 0 LL .215 0 2 127 M157 2-2X10 Yes DF #2 .35 1.041 2 .044 1.359 DL+LL .539 2.833 2 128 M161 2-2X10 Yes DF #2 .341 1.388 2 .04 1.388 DL+LL .721 0 2 129 M162 3.5X11.87...Yes LSL .265 3.061 2 .125 3.061 DL+LL .36 6 2 130 M163 2-2X10 Yes DF #2 .281 1.359 2 .036 0 LL .598 0 2 131 M164 2-2X10 Yes DF #2 .354 1.156 2 .043 1.359 DL+LL .582 2.833 2 RISAFloor Version 11.0.1 Page 61 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 129 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Code Summary for Wood : Level 3 (Continued) Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 132 M165 2-2X10 Yes DF #2 .337 1.966 2 .045 1.446 DL+LL .486 0 2 133 M166 2-2X10 Yes DF #2 .35 1.706 2 .043 1.503 DL+LL .567 0 2 134 M1114 2X2 No DF #1 .018 .518 2 .036 0 LL .019 0 2 135 M1116 2X2 No DF #1 .005 .227 2 .036 0 LL .013 0 2 136 M1117 2X2 No DF #1 .005 .292 2 .036 0 LL .013 .53 2 137 M1120 2X2 No DF #1 .002 .213 2 .036 0 LL .005 .387 2 138 M1121 2X2 No DF #1 .002 .166 2 .036 0 LL .005 0 2 139 M1122 2X2 No DF #1 .005 .227 2 .036 0 LL .013 0 2 140 M1123 2X2 No DF #1 .005 .292 2 .036 0 LL .013 .53 2 141 M1124 2X2 No DF #1 .005 .227 2 .036 0 LL .013 0 2 142 M1125 2X2 No DF #1 .005 .292 2 .036 0 LL .013 .53 2 143 M1126 2X2 No DF #1 .005 .227 2 .036 0 LL .013 0 2 144 M1064 3.5X11.87...Yes LSL .038 1.653 2 .036 0 LL .123 3 2 145 M1068 2-2X10 Yes DF #2 .315 .838 2 .044 1.388 DL+LL .449 2.833 2 146 M1069 3.5X11.87...Yes LSL .032 1.347 2 .036 0 LL .104 0 2 147 M1070 2-2X10 Yes DF #2 .035 1.5 2 .036 0 LL .05 3 2 148 M1071 2-2X10 Yes DF #2 .159 2.053 2 .036 0 LL .334 0 2 149 M1072 2-2X10 Yes DF #2 .026 1.5 2 .036 0 LL .037 0 2 150 M1073 2-2X10 Yes DF #2 .026 1.5 2 .036 0 LL .037 0 2 151 M1074 2-2X10 Yes DF #2 .323 .983 2 .041 1.388 DL+LL .46 2.833 2 152 M1075 2-2X10 Yes DF #2 .303 1.474 2 .036 0 LL .635 2.833 2 153 M1076 2-2X10 Yes DF #2 .208 .607 2 .036 0 LL .431 2.833 2 154 M1077 2-2X10 Yes DF #2 0 .191 2 .036 0 LL 0 0 2 155 M1105 3.5X11.87...Yes LSL .038 1.622 2 .036 0 LL .122 3 2 156 M1106 3.5X11.87...Yes LSL .038 1.316 2 .036 0 LL .098 3 2 157 M1111 2-2X10 Yes DF #2 .485 2.044 2 .071 1.698 DL+LL .841 3.396 2 158 M1115 2-2X10 Yes DF #2 .487 2.01 2 .071 1.698 DL+LL .831 3.396 2 159 M1118 2-2X10 Yes DF #2 .497 1.421 2 .072 1.663 DL+LL .816 0 2 Beam Code Summary for Wood : Level 4 Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 1 M1 3.5X11.87...Yes LSL .556 4.381 2 .438 3.968 LL .593 0 2 2 M2 3.5X11.87...Yes LSL .094 2.245 2 .036 0 LL .177 3.729 2 3 M3 3.5X11.87...Yes LSL .558 4.386 2 .441 3.972 LL .61 0 4 4 M4 3.5X11.87...Yes LSL .547 3.687 2 .43 4.097 LL .599 8.029 4 5 M5 5.25X7.25...Yes PSL .363 3.207 2 .248 2.806 LL .343 5.612 2 6 M8 5.25X11.8...Yes PSL .607 7.855 2 .616 7.547 DL+LL .404 15.093 2 7 M9 5.25X11.8...Yes PSL .027 4.781 2 .036 0 LL .028 0 2 8 M10 5.25X11.8...Yes PSL .027 4.781 2 .036 0 LL .028 0 2 9 M11 5.25X11.8...Yes PSL .126 4.313 2 .073 4.313 DL+LL .129 0 2 10 M12 5.25X11.8...Yes PSL .609 7.247 2 .618 7.555 DL+LL .404 0 2 11 M13 5.25X9.5FS Yes PSL .061 4.974 2 .051 4.974 DL+LL .048 0 2 12 M14 5.25X7FS Yes PSL .596 3.196 2 .447 2.959 LL .948 5.8 4 13 M15 5.25X7FS Yes PSL .526 3.207 2 .372 2.806 LL .479 5.612 2 14 M16 5.25X7FS Yes PSL .31 3.253 2 .245 3.542 DL+LL .241 7.083 2 15 M17 5.25X7FS Yes PSL .561 3.772 2 .45 3.555 DL+LL .447 0 2 16 M18 5.25X7FS Yes PSL .421 3.435 2 .298 3.117 DL+LL .384 0 2 17 M19 5.25X7FS Yes PSL .517 2.481 2 .373 3.117 DL+LL .485 6.234 2 18 M20 5.25X7FS Yes PSL .519 3.104 2 .365 3.104 DL+LL .424 0 2 19 M21 5.25X7FS Yes PSL .885 4.114 2 .793 4.114 DL+LL .481 8.228 2 20 M22 5.25X7FS Yes PSL .538 3.104 2 .378 3.104 DL+LL .445 0 2 21 M23 5.25X7FS Yes PSL .898 3.644 2 .83 4.152 DL+LL .646 0 2 22 M24 5.25X7FS Yes PSL .448 3.435 2 .314 3.117 DL+LL .411 0 2 23 M25 5.25X7FS Yes PSL .472 3.063 2 .327 3.063 DL+LL .386 6.126 2 24 M26 5.25X7FS Yes PSL .457 3.063 2 .318 3.063 DL+LL .382 0 2 25 M27 5.25X7FS Yes PSL .809 4.395 2 .74 4.063 DL+LL .487 0 2 RISAFloor Version 11.0.1 Page 62 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 130 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Code Summary for Wood : Level 4 (Continued) Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 26 M28 5.25X7FS Yes PSL .484 3.041 2 .331 3.041 DL+LL .417 0 2 27 M29 5.25X7FS Yes PSL .668 3.041 2 .458 3.041 LL .491 6.083 2 28 M30 5.25x7.25...Yes PSL .868 4.041 2 .991 4.041 LL .561 8.083 2 29 M31 5.25X7FS Yes PSL .574 2.605 2 .418 2.901 LL .484 0 2 30 M32 5.25X7FS Yes PSL .574 2.605 2 .418 2.901 LL .484 0 2 31 M47 2-2X10 Yes HF #2 .413 1.806 2 .071 1.561 LL .662 0 2 32 M48 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .04 3 2 33 M49 2-2X10 Yes HF #2 .027 1.5 2 .036 0 LL .042 3 2 34 M50 2-2X10 Yes HF #2 .073 2.633 2 .036 0 LL .253 3 2 35 M51 2-2X10 Yes HF #2 .033 1.5 2 .036 0 LL .053 0 2 36 M52 2-2X10 Yes HF #2 .033 1.5 2 .036 0 LL .053 3 2 37 M53 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .04 0 2 38 M54 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .04 0 2 39 M55 2-2X10 Yes HF #2 .031 1.5 2 .036 0 LL .05 0 2 40 M56 2-2X10 Yes HF #2 .031 1.5 2 .036 0 LL .05 0 2 41 M57 2-2X10 Yes HF #2 .085 .367 2 .036 0 LL .297 0 2 42 M58 2-2X10 Yes HF #2 .018 1.5 2 .036 0 LL .028 3 2 43 M59 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .04 3 2 44 M60 2-2X10 Yes HF #2 .02 1.5 2 .036 0 LL .032 3 2 45 M61 2-2X10 Yes HF #2 .016 1.5 2 .036 0 LL .026 3 2 46 M62 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .039 3 2 47 M63 2-2X10 Yes HF #2 .407 1.653 2 .068 1.561 LL .733 0 2 48 M64 2-2X10 Yes HF #2 .03 1.5 2 .036 0 LL .049 3 2 49 M65 2-2X10 Yes HF #2 .03 1.5 2 .036 0 LL .049 3 2 50 M66 2-2X10 Yes HF #2 .408 1.347 2 .068 1.408 LL .736 3 2 51 M67 2-2X10 Yes HF #2 .035 1.5 2 .036 0 LL .056 3 2 52 M68 2-2X10 Yes HF #2 .05 1.5 2 .036 0 LL .08 3 2 53 M69 2-2X10 Yes HF #2 .014 1.5 2 .036 0 LL .023 3 2 54 M70 2-2X10 Yes HF #2 .038 1.5 2 .036 0 LL .061 3 2 55 M71 2-2X10 Yes HF #2 .02 1.5 2 .036 0 LL .032 3 2 56 M72 2-2X10 Yes HF #2 .024 1.5 2 .036 0 LL .039 3 2 57 M73 2-2X10 Yes HF #2 .094 1.439 2 .036 0 LL .093 0 2 58 M74 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .039 0 2 59 M75 2-2X10 Yes HF #2 .025 1.5 2 .036 0 LL .039 0 2 60 M76 2-2X10 Yes HF #2 .008 1.421 2 .036 0 LL .013 2.843 2 61 M80 2-2X10 Yes HF #2 .338 1.01 2 .069 1.439 DL+LL .576 3 2 62 M81 2-2X10 Yes HF #2 .066 1.5 2 .036 0 LL .106 3 2 63 M82 2-2X10 Yes HF #2 .031 1.5 2 .036 0 LL .05 0 2 64 M83 2-2X10 Yes HF #2 .031 1.5 2 .036 0 LL .05 3 2 65 M84 2-2X10 Yes HF #2 .027 1.5 2 .036 0 LL .043 3 2 66 M85 5.25X11.8...Yes PSL .225 5.235 2 .145 4.75 DL+LL .247 9.5 2 67 M86 5.25X11.8...Yes PSL .226 5.041 2 .146 4.75 DL+LL .246 9.5 2 68 M87 3.5X11.87...Yes LSL .036 5.085 2 .036 0 LL .026 0 2 69 M88 3.5X11.87...Yes LSL .014 3.167 2 .036 0 LL .016 0 2 70 M89 3.5X11.87...Yes LSL .147 5.25 2 .197 5.25 LL .102 10.5 2 71 M90 3.5X11.87...Yes LSL .017 3.167 2 .036 0 LL .019 0 2 72 M91 3.5X11.87...Yes LSL .012 3.167 2 .036 0 LL .014 6.333 2 73 M92 3.5X11.87...Yes LSL .055 3.167 2 .044 3.167 LL .063 6.333 2 74 M93 3.5X11.87...Yes LSL .055 3.167 2 .044 3.167 LL .063 6.333 2 75 M94 3.5X11.87...Yes LSL .012 3.167 2 .036 0 LL .014 6.333 2 76 M95 3.5X11.87...Yes LSL .047 5.25 2 .037 5.25 DL+LL .033 10.5 2 77 M96 3.5X11.87...Yes LSL .047 5.25 2 .038 5.25 DL+LL .033 10.5 2 78 M97 3.5X11.87...Yes LSL .012 3.167 2 .036 0 LL .014 6.333 2 79 M98 3.5X11.87...Yes LSL .054 3.167 2 .044 3.167 LL .063 6.333 2 80 M99 3.5X11.87...Yes LSL .055 3.167 2 .044 3.167 LL .063 6.333 2 81 M100 3.5X11.87...Yes LSL .012 3.167 2 .036 0 LL .014 6.333 2 82 M101 3.5X11.87...Yes LSL .017 3.167 2 .036 0 LL .019 0 2 RISAFloor Version 11.0.1 Page 63 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 131 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Code Summary for Wood : Level 4 (Continued) Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 83 M102 3.5X11.87...Yes LSL .141 5.25 2 .193 5.25 LL .098 10.5 2 84 M103 3.5X11.87...Yes LSL .048 5.25 2 .038 5.25 DL+LL .034 10.5 2 85 M104 3.5X11.87...Yes LSL .048 5.25 2 .038 5.25 DL+LL .034 10.5 2 86 M105 3.5X11.87...Yes LSL .048 5.25 2 .038 5.25 DL+LL .034 10.5 2 87 M106 3.5X11.87...Yes LSL .115 4.75 2 .142 4.75 LL .088 9.5 2 88 M107 3.5X11.87...Yes LSL .016 3.167 2 .036 0 LL .019 0 2 89 M108 3.5X11.87...Yes LSL .036 5.085 2 .036 0 LL .026 0 2 90 M110 3.5X11.87...Yes LSL .06 3.167 2 .048 3.167 LL .07 0 2 91 M111 3.5X11.87...Yes LSL .087 3.748 3 .044 3.167 DL+LL .088 0 3 92 M112 3.5X11.87...Yes LSL .152 5.25 2 .217 5.25 LL .106 10.5 2 93 M113 3.5X11.87...Yes LSL .152 5.25 2 .217 5.25 LL .106 10.5 2 94 M114 3.5X11.87...Yes LSL .086 2.585 3 .043 3.167 DL+LL .088 6.333 3 95 M115 3.5X11.87...Yes LSL .06 3.167 2 .048 3.167 LL .07 0 2 96 M117 3.5X11.87...Yes LSL .037 5.085 2 .036 0 LL .027 0 2 97 M118 3.5X11.87...Yes LSL .01 3.167 2 .036 0 LL .012 0 2 98 M119 3.5X11.87...Yes LSL .127 4.75 2 .15 4.75 LL .098 9.5 2 99 M120 3.5X11.87...Yes LSL .141 5.25 2 .193 5.25 LL .097 10.5 2 100 M121 3.5X11.87...Yes LSL .016 3.167 2 .036 0 LL .018 0 2 101 M122 3.5X11.87...Yes LSL .043 5.25 2 .036 0 LL .03 10.5 2 102 M123 3.5X11.87...Yes LSL .142 5.25 2 .193 5.25 LL .098 10.5 2 103 M124 3.5X11.87...Yes LSL .043 5.25 2 .036 0 LL .03 10.5 2 104 M125 3.5X11.87...Yes LSL .032 3.296 1 .036 0 LL .035 0 1 105 M126 3.5X11.87...Yes LSL .142 5.25 2 .193 5.25 LL .098 0 2 106 M127 3.5X11.87...Yes LSL .142 5.25 2 .193 5.25 LL .098 10.5 2 107 M128 3.5X11.87...Yes LSL .058 3.167 2 .045 3.167 LL .068 0 2 108 M129 3.5X11.87...Yes LSL .041 2.003 2 .036 0 LL .085 0 2 109 M130 3.5X11.87...Yes LSL .136 5.25 2 .189 5.25 LL .094 0 2 110 M131 3.5X11.87...Yes LSL .012 3.167 2 .036 0 LL .014 6.333 2 111 M132 3.5X11.87...Yes LSL .036 5.082 2 .036 0 LL .026 0 2 112 M134 3.5X11.87...Yes LSL .06 3.167 2 .048 3.167 LL .07 0 2 113 M135 3.5X11.87...Yes LSL .088 3.684 3 .047 3.167 DL+LL .09 0 3 114 M136 3.5X11.87...Yes LSL .125 4.75 2 .161 4.75 LL .096 9.5 2 115 M137 3.5X11.87...Yes LSL .125 4.75 2 .161 4.75 LL .096 9.5 2 116 M138 3.5X11.87...Yes LSL .086 2.65 3 .043 3.167 DL+LL .088 6.333 3 117 M139 3.5X11.87...Yes LSL .06 3.167 2 .048 3.167 LL .07 0 2 118 M141 3.5X11.87...Yes LSL .06 1.634 2 .036 0 LL .143 0 2 119 M142 3.5X11.87...Yes LSL .032 1.39 2 .036 0 LL .108 0 2 120 M143 3.5X11.87...Yes LSL .004 1.5 2 .036 0 LL .009 0 2 121 M144 3.5X11.87...Yes LSL .004 1.5 2 .036 0 LL .009 0 2 122 M145 3.5X11.87...Yes LSL .028 1.495 2 .036 0 LL .065 3.406 2 123 M146 3.5X11.87...Yes LSL .054 1.251 2 .036 0 LL .103 3.406 2 124 M147 3.5X11.87...Yes LSL .004 1.5 2 .036 0 LL .009 0 2 125 M148 3.5X11.87...Yes LSL .004 1.5 2 .036 0 LL .009 3 2 126 M156 3.5X11.87...Yes LSL .182 .842 4 .054 1.046 DL+LL .421 0 4 127 M157 2-2X10 Yes DF #2 .35 1.041 2 .044 1.359 DL+LL .539 2.833 2 128 M161 2-2X10 Yes DF #2 .341 1.388 2 .04 1.388 DL+LL .721 0 2 129 M162 3.5X11.87...Yes LSL .265 3.061 2 .125 3.061 DL+LL .36 6 2 130 M163 2-2X10 Yes DF #2 .281 1.359 2 .036 0 LL .598 0 2 131 M164 2-2X10 Yes DF #2 .354 1.156 2 .043 1.359 DL+LL .582 2.833 2 132 M165 2-2X10 Yes DF #2 .337 1.966 2 .045 1.446 DL+LL .486 0 2 133 M166 2-2X10 Yes DF #2 .35 1.706 2 .043 1.503 DL+LL .567 0 2 134 M1114 2X2 No DF #1 .018 .518 2 .036 0 LL .019 0 2 135 M1116 2X2 No DF #1 .005 .227 2 .036 0 LL .013 0 2 136 M1117 2X2 No DF #1 .005 .292 2 .036 0 LL .013 .53 2 137 M1120 2X2 No DF #1 .002 .213 2 .036 0 LL .005 .387 2 138 M1121 2X2 No DF #1 .002 .166 2 .036 0 LL .005 0 2 139 M1122 2X2 No DF #1 .005 .227 2 .036 0 LL .013 0 2 RISAFloor Version 11.0.1 Page 64 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 132 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Code Summary for Wood : Level 4 (Continued) Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 140 M1123 2X2 No DF #1 .005 .292 2 .036 0 LL .013 .53 2 141 M1124 2X2 No DF #1 .009 .227 2 .036 0 LL .023 0 2 142 M1125 2X2 No DF #1 .005 .292 2 .036 0 LL .013 .53 2 143 M1126 2X2 No DF #1 .005 .227 2 .036 0 LL .013 0 2 144 M1064 3.5X11.87...Yes LSL .038 1.653 2 .036 0 LL .123 3 2 145 M1068 2-2X10 Yes DF #2 .373 .838 4 .064 1.301 DL+LL .89 0 4 146 M1069 3.5X11.87...Yes LSL .032 1.347 2 .036 0 LL .104 0 2 147 M1070 2-2X10 Yes DF #2 .035 1.5 2 .036 0 LL .05 3 2 148 M1071 2-2X10 Yes DF #2 .198 2.053 2 .036 0 LL .407 0 2 149 M1072 2-2X10 Yes DF #2 .026 1.5 2 .036 0 LL .037 0 2 150 M1073 2-2X10 Yes DF #2 .026 1.5 2 .036 0 LL .037 0 2 151 M1074 2-2X10 Yes DF #2 .323 .983 2 .041 1.388 DL+LL .46 2.833 2 152 M1075 2-2X10 Yes DF #2 .303 1.474 2 .036 0 LL .635 2.833 2 153 M1076 2-2X10 Yes DF #2 .208 .607 2 .036 0 LL .431 2.833 2 154 M1077 2-2X10 Yes DF #2 0 .191 2 .036 0 LL 0 0 2 155 PUR1432 3.5X11.87...Yes LSL .485 8.117 4 .985 9.537 DL+LL .166 0 4 156 M1105 3.5X11.87...Yes LSL .038 1.622 2 .036 0 LL .122 3 2 157 M1106 3.5X11.87...Yes LSL .038 1.316 2 .036 0 LL .098 3 2 158 M1111 3.5X11.87...Yes LSL .162 2.044 4 .062 1.871 DL+LL .565 3.396 4 159 M1115 3.5X11.87...Yes LSL .159 2.044 4 .062 1.906 DL+LL .573 3.396 4 160 M1118 3.5X11.87...Yes LSL .176 1.04 4 .068 1.49 DL+LL .567 0 4 161 M1108 1.75X11.8...Yes LSL .002 .49 2 .036 0 LL .008 0 2 162 M1109 1.75X11.8...Yes LSL 0 .666 1 .036 0 LL 0 1.333 1 163 M1110 1.75X11.8...Yes LSL 0 .666 1 .036 0 LL 0 1.333 1 164 M1119 1.75X11.8...Yes LSL 0 .667 1 .036 0 LL 0 1.333 1 165 M1127 1.75X11.8...Yes LSL 0 .666 1 .036 0 LL 0 1.333 1 166 M1128 1.75X11.8...Yes LSL 0 .492 1 .036 0 LL 0 0 1 167 M1129 1.75X11.8...Yes LSL 0 .188 1 .036 0 LL 0 .375 1 168 M1130 3.5X11.87...Yes LSL .114 7.405 2 .145 7.405 DL+LL .057 14.81 2 169 M1131 1.75X11.8...Yes LSL 0 .188 1 .036 0 LL 0 0 1 170 M1132 3.5X11.87...Yes LSL .114 7.405 2 .145 7.405 DL+LL .057 0 2 171 M1133 1.75X11.8...Yes LSL 0 .188 1 .036 0 LL 0 .375 1 172 M1134 1.75X11.8...Yes LSL 0 .492 1 .036 0 LL 0 0 1 173 M1136 1.75X11.8...Yes LSL 0 .666 1 .036 0 LL 0 1.333 1 174 M1137 1.75X11.8...Yes LSL 0 .666 1 .036 0 LL 0 1.333 1 175 M1138 1.75X11.8...Yes LSL 0 .667 1 .036 0 LL 0 0 1 176 M1139 1.75X11.8...Yes LSL 0 .666 1 .036 0 LL 0 1.332 1 177 M1140 1.75X11.8...Yes LSL .002 .844 2 .036 0 LL .009 1.334 2 178 M1141 3.5X11.87...Yes LSL .001 .745 2 .036 0 LL .006 0 2 179 M1142 3.5X11.87...Yes LSL .487 5.738 3 .598 6.376 DL+LL .293 12.497 3 180 M1143 3.5X11.87...Yes LSL .465 6.009 3 .549 6.135 DL+LL .277 12.269 3 181 M1144 1.75X11.8...Yes LSL .736 4.462 3 .613 4.652 DL+LL .652 0 3 182 M1145 1.75X11.8...Yes LSL .741 4.648 3 .614 4.555 DL+LL .646 9.109 3 183 M1146 1.75X11.8...Yes LSL .438 3.58 3 .266 3.58 DL+LL .379 0 3 184 M1147 1.75X11.8...Yes LSL .049 .188 3 .036 0 LL .481 .375 3 185 M1148 1.75X11.8...Yes LSL .008 .959 3 .036 0 LL .137 1.068 3 186 M1149 1.75X11.8...Yes LSL .002 .667 3 .036 0 LL .01 1.333 3 187 M1150 1.75X11.8...Yes LSL .027 .558 3 .036 0 LL .093 0 3 188 M1151 1.75X11.8...Yes LSL .008 1.224 3 .036 0 LL .142 1.333 3 189 M1152 1.75X11.8...Yes LSL .002 .667 3 .036 0 LL .01 1.333 3 190 M1153 1.75X11.8...Yes LSL .027 .558 3 .036 0 LL .093 0 3 191 M1154 1.75X11.8...Yes LSL .008 1.224 3 .036 0 LL .142 1.333 3 192 M1155 1.75X11.8...Yes LSL .001 .534 3 .036 0 LL .008 0 3 193 M1156 3.5X11.87...Yes LSL .652 6.927 3 .919 7.222 DL+LL .338 0 3 194 M1157 1.75X11.8...Yes LSL .002 .745 2 .036 0 LL .012 0 2 195 M1158 1.75X11.8...Yes LSL .026 1.115 3 .036 0 LL .228 1.333 3 196 M1159 1.75X11.8...Yes LSL .002 .666 3 .036 0 LL .013 1.333 3 RISAFloor Version 11.0.1 Page 65 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 133 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Code Summary for Wood : Level 4 (Continued) Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 197 M1160 1.75X11.8...Yes LSL .002 .666 3 .036 0 LL .013 1.333 3 198 M1161 1.75X11.8...Yes LSL .002 .666 3 .036 0 LL .013 1.333 3 199 M1162 1.75X11.8...Yes LSL .002 .667 3 .036 0 LL .013 0 3 200 M1163 1.75X11.8...Yes LSL .002 .666 3 .036 0 LL .013 1.333 3 201 M1164 1.75X11.8...Yes LSL .002 .65 3 .036 0 LL .012 0 3 202 M1165 1.75X11.8...Yes LSL .009 .218 3 .036 0 LL .075 0 3 203 M1166 1.75X11.8...Yes LSL .014 .258 3 .036 0 LL .098 0 3 204 M1167 1.75X11.8...Yes LSL .027 .925 3 .036 0 LL .122 1.333 3 205 M1168 1.75X11.8...Yes LSL .001 .666 1 .036 0 LL .006 1.333 1 206 M1169 1.75X11.8...Yes LSL .023 .258 3 .036 0 LL .165 0 3 207 M1170 1.75X11.8...Yes LSL .026 .925 3 .036 0 LL .118 1.333 3 208 M1171 1.75X11.8...Yes LSL .001 .666 1 .036 0 LL .006 1.333 1 209 M1172 1.75X11.8...Yes LSL .013 .258 3 .036 0 LL .097 0 3 210 M1173 1.75X11.8...Yes LSL .013 .925 3 .036 0 LL .062 1.333 3 211 M1174 1.75X11.8...Yes LSL .001 .667 1 .036 0 LL .006 0 1 212 M1175 1.75X11.8...Yes LSL .009 .272 3 .036 0 LL .062 0 3 213 M1176 1.75X11.8...Yes LSL .01 .925 3 .036 0 LL .054 1.277 3 214 M1177 3.5X11.87...Yes LSL .038 .412 3 .036 0 LL .176 0 3 215 M1178 1.75X11.8...Yes LSL 0 .422 1 .036 0 LL .005 0 1 216 M1179 1.75X11.8...Yes LSL .058 .694 3 .036 0 LL .17 1.333 3 217 M1180 1.75X11.8...Yes LSL .001 .666 1 .036 0 LL .008 1.333 1 218 M1181 1.75X11.8...Yes LSL .004 .082 3 .036 0 LL .331 0 3 219 M1182 1.75X11.8...Yes LSL .062 .694 3 .036 0 LL .181 1.333 3 220 M1183 1.75X11.8...Yes LSL 0 .492 1 .036 0 LL .006 0 1 221 M1184 1.75X11.8...Yes LSL 0 .119 1 .036 0 LL .002 .272 1 222 M1185 1.75X11.8...Yes LSL 0 .253 1 .036 0 LL .002 .103 1 223 M1186 1.75X11.8...Yes LSL 0 .492 1 .036 0 LL .006 0 1 224 M1187 1.75X11.8...Yes LSL .062 .639 3 .036 0 LL .181 0 3 225 M1188 1.75X11.8...Yes LSL .004 1.224 3 .036 0 LL .331 1.333 3 226 M1189 1.75X11.8...Yes LSL .001 .667 1 .036 0 LL .008 0 1 227 M1190 1.75X11.8...Yes LSL .058 .639 3 .036 0 LL .17 0 3 228 M1191 1.75X11.8...Yes LSL 0 .422 1 .036 0 LL .005 0 1 229 M1192 1.75X11.8...Yes LSL .257 7.13 2 .287 7.13 LL .133 14.26 2 230 M1193 1.75X11.8...Yes LSL 0 .188 3 .036 0 LL .003 .375 3 231 M1194 1.75X11.8...Yes LSL .022 .496 3 .036 0 LL .086 0 3 232 M1195 1.75X11.8...Yes LSL .002 .667 3 .036 0 LL .01 1.333 3 233 M1196 1.75X11.8...Yes LSL .006 .095 3 .036 0 LL .145 0 3 234 M1197 1.75X11.8...Yes LSL .027 .748 3 .036 0 LL .091 1.333 3 235 M1198 1.75X11.8...Yes LSL .002 .667 3 .036 0 LL .01 1.333 3 236 M1199 1.75X11.8...Yes LSL .007 .095 3 .036 0 LL .145 0 3 237 M1200 1.75X11.8...Yes LSL .027 .748 3 .036 0 LL .091 1.333 3 238 M1201 1.75X11.8...Yes LSL .001 .54 3 .036 0 LL .008 0 3 239 M1202 3.5X11.87...Yes LSL .639 6.741 3 .897 7.328 DL+LL .355 0 3 240 M1203 1.75X11.8...Yes LSL .003 .791 2 .036 0 LL .012 1.582 2 241 M1204 1.75X11.8...Yes LSL .002 .585 2 .036 0 LL .008 0 2 242 M1205 1.75X11.8...Yes LSL 0 .667 1 .036 0 LL 0 1.333 1 243 M1206 1.75X11.8...Yes LSL 0 .666 1 .036 0 LL 0 1.333 1 244 M1207 1.75X11.8...Yes LSL 0 .666 1 .036 0 LL 0 1.333 1 245 M1208 1.75X11.8...Yes LSL 0 .667 1 .036 0 LL 0 1.333 1 246 M1209 1.75X11.8...Yes LSL 0 .489 1 .036 0 LL 0 0 1 247 M1210 1.75X11.8...Yes LSL 0 .188 1 .036 0 LL 0 .375 1 248 M1211 1.75X11.8...Yes LSL .224 7.417 2 .28 7.417 DL+LL .112 0 2 249 M1212 1.75X11.8...Yes LSL 0 .188 1 .036 0 LL 0 .375 1 250 M1213 1.75X11.8...Yes LSL .224 7.417 2 .28 7.417 DL+LL .112 0 2 251 M1214 1.75X11.8...Yes LSL 0 .188 1 .036 0 LL 0 .375 1 252 M1215 1.75X11.8...Yes LSL 0 .508 1 .036 0 LL 0 0 1 253 M1216 1.75X11.8...Yes LSL 0 .666 1 .036 0 LL 0 1.333 1 RISAFloor Version 11.0.1 Page 66 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 134 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Code Summary for Wood : Level 4 (Continued) Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 254 M1217 1.75X11.8...Yes LSL 0 .667 1 .036 0 LL 0 0 1 255 M1218 1.75X11.8...Yes LSL 0 .666 1 .036 0 LL 0 1.333 1 256 M1219 1.75X11.8...Yes LSL 0 .666 1 .036 0 LL 0 1.333 1 257 M1220 1.75X11.8...Yes LSL .002 .857 2 .036 0 LL .009 1.333 2 258 M1221 1.75X11.8...Yes LSL .003 .76 2 .036 0 LL .013 1.519 2 259 M1222 3.5X11.87...Yes LSL .642 7.507 3 .912 7.065 DL+LL .355 14.424 3 260 M1223 1.75X11.8...Yes LSL .001 .54 3 .036 0 LL .008 0 3 261 M1224 1.75X11.8...Yes LSL .027 .585 3 .036 0 LL .091 0 3 262 M1225 1.75X11.8...Yes LSL .007 1.238 3 .036 0 LL .144 1.333 3 263 M1226 1.75X11.8...Yes LSL .002 .667 3 .036 0 LL .01 1.333 3 264 M1227 1.75X11.8...Yes LSL .027 .585 3 .036 0 LL .091 0 3 265 M1228 1.75X11.8...Yes LSL .006 1.238 3 .036 0 LL .144 1.333 3 266 M1229 1.75X11.8...Yes LSL .002 .667 3 .036 0 LL .01 1.333 3 267 M1230 1.75X11.8...Yes LSL .022 .584 3 .036 0 LL .086 1.079 3 268 M1231 1.75X11.8...Yes LSL 0 .188 3 .036 0 LL .003 .375 3 269 M1232 1.75X11.8...Yes LSL .215 7.13 2 .231 7.13 DL+LL .111 14.26 2 270 M1233 1.75X11.8...Yes LSL 0 .376 1 .036 0 LL .005 0 1 271 M1234 1.75X11.8...Yes LSL .056 .775 3 .036 0 LL .193 1.333 3 272 M1235 1.75X11.8...Yes LSL .001 .667 1 .036 0 LL .008 1.333 1 273 M1236 1.75X11.8...Yes LSL .02 .122 3 .036 0 LL .309 0 3 274 M1237 1.75X11.8...Yes LSL .06 .789 3 .036 0 LL .206 1.333 3 275 M1238 1.75X11.8...Yes LSL 0 .489 1 .036 0 LL .006 .978 1 276 M1239 1.75X11.8...Yes LSL 0 .188 1 .036 0 LL .002 0 1 277 M1243 1.75X11.8...Yes LSL 0 .279 1 .036 0 LL .002 .157 1 278 M1244 1.75X11.8...Yes LSL 0 .508 1 .036 0 LL .006 1.016 1 279 M1245 1.75X11.8...Yes LSL .062 .667 3 .036 0 LL .176 0 3 280 M1246 1.75X11.8...Yes LSL .001 .667 1 .036 0 LL .008 0 1 281 M1247 1.75X11.8...Yes LSL .001 .667 1 .036 0 LL .008 1.333 1 282 M1248 1.75X11.8...Yes LSL .059 .667 3 .036 0 LL .165 1.333 3 283 M1249 1.75X11.8...Yes LSL 0 .434 1 .036 0 LL .005 .868 1 284 M1250 5.25X9.5FS Yes PSL .078 4.88 2 .064 4.88 LL .063 0 2 285 M1240 3.5X11.87...Yes LSL .177 2.053 2 .088 2.551 LL .836 5.723 2 Beam Code Summary for Wood : Roof Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 1 M8 5.25X11.8...Yes PSL .32 7.855 3 .371 7.547 DL+LL .204 15.093 3 2 M9 5.25X11.8...Yes PSL .069 4.781 3 .052 4.781 DL+LL .062 0 3 3 M10 5.25X11.8...Yes PSL .069 4.781 3 .052 4.781 DL+LL .062 9.563 3 4 M11 5.25X11.8...Yes PSL .022 4.313 3 .036 0 LL .025 0 3 5 M12 5.25X11.8...Yes PSL .331 7.247 3 .384 7.555 DL+LL .21 0 3 6 M17 5.25X7FS Yes PSL .241 2.98 3 .181 2.98 DL+LL .203 0 3 7 M18 5.25X7FS Yes PSL .223 2.608 3 .182 3.054 DL+LL .2 0 3 8 M19 5.25X7FS Yes PSL .285 3.244 3 .227 3.117 DL+LL .252 6.234 3 9 M20 5.25X7FS Yes PSL .29 2.977 3 .224 3.104 DL+LL .235 0 3 10 M21 5.25X7FS Yes PSL .495 4.03 3 .508 4.114 DL+LL .289 8.228 3 11 M22 5.25X7FS Yes PSL .302 2.977 3 .234 3.104 DL+LL .243 0 3 12 M23 5.25X7FS Yes PSL .464 5 3 .51 4.152 DL+LL .323 0 3 13 M24 5.25X7FS Yes PSL .241 2.99 3 .182 3.117 DL+LL .251 0 3 14 M25 5.25X7FS Yes PSL .257 3.126 3 .204 3.063 DL+LL .224 6.126 3 15 M26 5.25X7FS Yes PSL .259 3.126 3 .196 3.126 DL+LL .212 6.126 3 16 M27 5.25X7FS Yes PSL .441 4.063 3 .448 4.063 DL+LL .254 0 3 17 M28 5.25X7FS Yes PSL .271 3.041 3 .206 3.041 DL+LL .227 6.083 3 18 M29 5.25X7FS Yes PSL .25 3.104 3 .197 3.041 DL+LL .261 0 3 19 M49 2-2X10 Yes HF #2 .019 1.5 3 .036 0 LL .03 3 3 20 M50 2-2X10 Yes HF #2 .047 2.633 3 .036 0 LL .162 3 3 21 M51 2-2X10 Yes HF #2 .015 1.5 3 .036 0 LL .023 0 3 RISAFloor Version 11.0.1 Page 67 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 135 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Code Summary for Wood : Roof (Continued) Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 22 M52 2-2X10 Yes HF #2 .017 1.5 3 .036 0 LL .027 3 3 23 M53 2-2X10 Yes HF #2 .017 1.5 3 .036 0 LL .027 0 3 24 M54 2-2X10 Yes HF #2 .017 1.5 3 .036 0 LL .027 0 3 25 M55 2-2X10 Yes HF #2 .017 1.5 3 .036 0 LL .027 0 3 26 M56 2-2X10 Yes HF #2 .017 1.5 3 .036 0 LL .027 0 3 27 M57 2-2X10 Yes HF #2 .036 2.02 3 .036 0 LL .052 3 3 28 M58 2-2X10 Yes HF #2 .017 1.5 3 .036 0 LL .028 3 3 29 M59 2-2X10 Yes HF #2 .005 1.5 3 .036 0 LL .008 3 3 30 M60 2-2X10 Yes HF #2 .016 1.5 3 .036 0 LL .026 3 3 31 M61 2-2X10 Yes HF #2 .005 1.5 3 .036 0 LL .007 3 3 32 M62 2-2X10 Yes HF #2 .011 1.5 3 .036 0 LL .018 3 3 33 M67 2-2X10 Yes HF #2 .012 1.5 3 .036 0 LL .019 3 3 34 M68 2-2X10 Yes HF #2 .012 1.5 3 .036 0 LL .019 3 3 35 M69 2-2X10 Yes HF #2 .021 1.5 3 .036 0 LL .033 3 3 36 M70 2-2X10 Yes HF #2 .009 1.5 3 .036 0 LL .014 3 3 37 M71 2-2X10 Yes HF #2 .005 1.5 3 .036 0 LL .008 3 3 38 M72 2-2X10 Yes HF #2 .017 1.5 3 .036 0 LL .027 3 3 39 M73 2-2X10 Yes HF #2 .051 .765 3 .036 0 LL .087 0 3 40 M74 2-2X10 Yes HF #2 .006 1.5 3 .036 0 LL .009 0 3 41 M75 2-2X10 Yes HF #2 .006 1.5 3 .036 0 LL .009 0 3 42 M76 2-2X10 Yes HF #2 .012 1.421 3 .036 0 LL .021 2.843 3 43 M84 2-2X10 Yes HF #2 .02 1.5 3 .036 0 LL .032 3 3 44 M85 5.25X11.8...Yes PSL .124 5.235 3 .091 4.75 DL+LL .141 9.5 3 45 M86 5.25X11.8...Yes PSL .125 5.041 3 .091 4.75 DL+LL .142 9.5 3 46 M87 3.5X11.87...Yes LSL .261 4.67 3 .233 5.085 DL+LL .192 0 3 47 M88 3.5X11.87...Yes LSL .108 3.361 3 .06 3.231 DL+LL .117 6.333 3 48 M89 3.5X11.87...Yes LSL .28 5.357 3 .256 5.25 DL+LL .183 10.5 3 49 M90 3.5X11.87...Yes LSL .01 3.167 3 .036 0 LL .012 0 3 50 M91 3.5X11.87...Yes LSL .004 3.167 1 .036 0 LL .005 6.333 1 51 M92 3.5X11.87...Yes LSL .004 3.167 1 .036 0 LL .005 6.333 1 52 M93 3.5X11.87...Yes LSL .004 3.167 1 .036 0 LL .005 6.333 1 53 M94 3.5X11.87...Yes LSL .004 3.167 1 .036 0 LL .005 6.333 1 54 M95 3.5X11.87...Yes LSL .027 5.25 3 .036 0 LL .019 10.5 3 55 M96 3.5X11.87...Yes LSL .027 5.25 3 .036 0 LL .019 10.5 3 56 M97 3.5X11.87...Yes LSL .005 3.167 3 .036 0 LL .005 6.333 3 57 M98 3.5X11.87...Yes LSL .005 3.167 3 .036 0 LL .005 6.333 3 58 M99 3.5X11.87...Yes LSL .004 3.167 1 .036 0 LL .005 6.333 1 59 M100 3.5X11.87...Yes LSL .004 3.167 1 .036 0 LL .005 6.333 1 60 M101 3.5X11.87...Yes LSL .01 3.167 3 .036 0 LL .012 0 3 61 M102 3.5X11.87...Yes LSL .012 5.25 3 .036 0 LL .009 10.5 3 62 M103 3.5X11.87...Yes LSL .028 5.25 3 .036 0 LL .02 10.5 3 63 M104 3.5X11.87...Yes LSL .028 5.25 3 .036 0 LL .02 10.5 3 64 M105 3.5X11.87...Yes LSL .028 5.25 3 .036 0 LL .02 10.5 3 65 M106 3.5X11.87...Yes LSL .223 5.429 3 .188 4.75 DL+LL .211 9.5 3 66 M107 3.5X11.87...Yes LSL .1 2.52 3 .057 3.102 DL+LL .135 0 3 67 M108 3.5X11.87...Yes LSL .267 4.981 3 .237 5.085 DL+LL .188 0 3 68 M117 3.5X11.87...Yes LSL .266 5.188 3 .236 5.085 DL+LL .188 10.169 3 69 M118 3.5X11.87...Yes LSL .1 3.813 3 .057 3.231 DL+LL .134 6.333 3 70 M119 3.5X11.87...Yes LSL .222 4.071 3 .188 4.75 DL+LL .21 0 3 71 M120 3.5X11.87...Yes LSL .034 5.25 3 .036 0 LL .024 10.5 3 72 M121 3.5X11.87...Yes LSL .012 3.167 3 .036 0 LL .015 0 3 73 M122 3.5X11.87...Yes LSL .012 5.25 1 .036 0 LL .008 10.5 1 74 M123 3.5X11.87...Yes LSL .012 5.25 1 .036 0 LL .008 10.5 1 75 M124 3.5X11.87...Yes LSL .034 5.25 3 .036 0 LL .024 10.5 3 76 M125 3.5X11.87...Yes LSL .034 2.65 3 .036 0 LL .031 6.333 3 77 M126 3.5X11.87...Yes LSL .012 5.25 1 .036 0 LL .008 0 1 78 M127 3.5X11.87...Yes LSL .012 5.25 1 .036 0 LL .008 10.5 1 RISAFloor Version 11.0.1 Page 68 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 136 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Code Summary for Wood : Roof (Continued) Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 79 M128 3.5X11.87...Yes LSL .004 3.167 1 .036 0 LL .005 0 1 80 M129 3.5X11.87...Yes LSL .025 1.939 3 .036 0 LL .034 0 3 81 M130 3.5X11.87...Yes LSL .319 4.607 3 .294 5.25 DL+LL .234 0 3 82 M131 3.5X11.87...Yes LSL .108 2.714 3 .06 3.102 DL+LL .136 0 3 83 M132 3.5X11.87...Yes LSL .262 5.393 3 .233 5.082 DL+LL .191 10.164 3 84 M141 3.5X11.87...Yes LSL .034 1.634 3 .036 0 LL .039 0 3 85 M142 3.5X11.87...Yes LSL .018 .73 3 .036 0 LL .046 0 3 86 M143 3.5X11.87...Yes LSL .002 1.5 3 .036 0 LL .006 0 3 87 M144 3.5X11.87...Yes LSL .002 1.5 3 .036 0 LL .006 0 3 88 M145 3.5X11.87...Yes LSL .015 1.495 3 .036 0 LL .019 0 3 89 M146 3.5X11.87...Yes LSL .03 2.572 3 .036 0 LL .079 0 3 90 M147 3.5X11.87...Yes LSL .002 1.5 3 .036 0 LL .006 0 3 91 M148 3.5X11.87...Yes LSL .002 1.5 3 .036 0 LL .006 3 3 92 M161 2-2X10 Yes DF #2 .216 1.879 3 .036 0 LL .24 2.833 3 93 M162 3.5X11.87...Yes LSL .154 2.878 3 .081 2.939 DL+LL .184 0 3 94 M163 2-2X10 Yes DF #2 .143 .52 3 .036 0 LL .313 2.833 3 95 M164 2-2X10 Yes DF #2 .1 .954 3 .036 0 LL .156 0 3 96 M1120 2-2X10 Yes DF #2 0 .197 1 .036 0 LL 0 .387 3 97 M1121 2-2X10 Yes DF #2 0 .189 1 .036 0 LL 0 0 3 98 M1124 2-2X10 Yes DF #2 0 .249 3 .036 0 LL 0 0 3 99 M1064 3.5X11.87...Yes LSL .003 1.5 3 .036 0 LL .007 0 3 100 M1069 3.5X11.87...Yes LSL .003 1.5 3 .036 0 LL .007 3 3 101 M1072 2-2X10 Yes DF #2 .041 1.347 3 .036 0 LL .041 0 3 102 M1073 2-2X10 Yes DF #2 .015 1.5 3 .036 0 LL .021 0 3 103 M1074 2-2X10 Yes DF #2 .157 .983 3 .036 0 LL .171 0 3 104 M1075 2-2X10 Yes DF #2 .205 1.07 3 .036 0 LL .204 0 3 105 M1076 2-2X10 Yes DF #2 .181 1.937 3 .036 0 LL .219 2.833 3 106 M1077 2-2X10 Yes DF #2 0 .199 1 .036 0 LL 0 0 3 107 M1105 3.5X11.87...Yes LSL 0 1.5 1 .036 0 LL .002 3 1 108 M1106 3.5X11.87...Yes LSL 0 1.5 1 .036 0 LL .002 3 1 109 M133 2-2X10 Yes DF #2 .197 1.378 3 .036 0 LL .271 0 3 110 M134 3.5X11.87...Yes LSL .018 3.833 3 .036 0 LL .017 0 3 111 M135 3.5X11.87...Yes LSL .018 3.833 3 .036 0 LL .018 7.667 3 112 M137 2-2X10 Yes DF #2 .018 1.5 3 .036 0 LL .025 3 3 113 M138 5.25X11.8...Yes LSL .388 7.53 3 .49 7.235 DL+LL .201 14.47 3 114 M139 5.25X11.8...Yes LSL .036 8.237 3 .036 0 LL .068 8.237 3 115 M149 2-2X10 Yes DF #2 .168 .49 3 .039 2.288 DL+LL .406 0 3 116 M483 5.25X11.8...Yes LSL .383 7.13 3 .476 7.13 DL+LL .194 14.26 3 117 M484 5.25X11.8...Yes LSL .385 7.13 3 .478 7.13 DL+LL .195 14.26 3 118 M528 3.5X11.87...Yes LSL .005 3.833 1 .036 0 LL .005 0 1 119 M530 3.5X11.87...Yes LSL .006 3.833 1 .036 0 LL .005 7.667 1 120 M577 1.75X11.8...Yes LSL .006 1.55 3 .036 0 LL .008 1.514 3 121 M578 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 122 M579 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 123 M580 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 124 M581 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 125 M582 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 126 M583 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 127 M584 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 128 M585 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 129 M586 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 130 M587 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 131 M588 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 132 M589 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 133 M590 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 134 M591 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 135 M592 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 RISAFloor Version 11.0.1 Page 69 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 137 Company : Quantum Consulting Engineers Mar 14, 2017 5:12 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Beam Code Summary for Wood : Roof (Continued) Label Size Expli... Material Bending Ch...Loc[ft] LC Defl Check Loc[ft] Cat Shear Check Loc[ft] LC 136 M593 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 137 M594 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 138 M595 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 139 M596 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 140 M597 1.75X11.8...Yes LSL .006 1.982 3 .036 0 LL .007 2.018 3 141 M598 1.75X11.8...Yes LSL .005 1.55 3 .036 0 LL .007 1.514 3 142 M599 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 143 M600 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 144 M601 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 145 M602 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 146 M603 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 147 M604 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 148 M605 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 149 M606 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 150 M607 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 151 M608 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 152 M609 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 153 M610 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 154 M611 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 155 M612 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 156 M613 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 157 M614 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 158 M615 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 159 M616 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 160 M617 1.75X11.8...Yes LSL 0 1 1 .036 0 LL .001 2 1 161 M618 1.75X11.8...Yes LSL .005 1.982 3 .036 0 LL .007 2.018 3 162 M619 1.75X11.8...Yes LSL .001 .745 3 .036 0 LL .006 1.49 3 163 M620 1.75X11.8...Yes LSL .001 .745 3 .036 0 LL .006 0 3 164 M621 1.75X11.8...Yes LSL .001 .791 3 .036 0 LL .006 0 3 165 M622 1.75X11.8...Yes LSL .001 .76 3 .036 0 LL .006 1.519 3 166 M624 2-2X10 Yes DF #2 .17 2.418 3 .036 0 LL .349 0 3 167 M625 2-2X10 Yes DF #2 .003 .91 3 .036 0 LL .007 1.819 3 RISAFloor Version 11.0.1 Page 70 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WG - 138 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 WESTGATE VILLAGE EDMONDS WAY EDMONDS, WA 98020 Quantum Job Number: 16369.01 WOOD DESIGN: LATERAL (SHEAR WALLS & HOLDOWNS) Quantum Consulting Engin... TJS 16369.01 Westgate Edmonds Full Model Mar 14, 2017 at 2:08 PM 170309_Westgate Edmonds - Woo... Y XZ WL - 1 Seismic Generation Input Seismic Code: Ct_X: T_X (sec): R_X: Ct_Z: T_Z (sec): R_Z: ASCE 7-10 .02 Not Entered 6.5 .02 Not Entered 6.5 Ct Exp. X: Ct Exp. Z: Risk Cat TL (sec): SD1 (g): SDS (g): S1 (g): .75 .75 I or II 6 .496 .842 .494 Base Elev (ft):13 Parapet Ht (ft):0 Seismic Generation Detail Results T_X Used (sec): T_X Method A: T_X Upper Limit: T_Z Used (sec): T_Z Method A: T_Z Upper Limit: Importance Fac.: Design Cat.: V_X (k): Gov. Eqn. Cs_X: V_Z (k): Gov. Eqn. Cs_Z: .256 .256 .359 .256 .256 .359 1 D 286.772 ASCE Eqn 12.8-2 0.130 286.772 ASCE Eqn 12.8-2 0.130 Seismic Generation Force Results Floor Level Height Weight Force X Force Z CG X CG Z (ft) (k) (k) (k) (ft) (ft) Roof 30 463.596 99.303 99.303 69.487 105.094 Level 4 20 875.401 125.008 125.008 71.802 107.25 Level 3 10 874.8 62.461 62.461 71.647 107.156 Totals 2213.797 286.772 286.772 Seismic Generation Diaphragm Results Floor Level Width (X) Length (Z) X Plus X Minus Z Plus Z Minus (ft) (ft) (ft) (ft) (ft) (ft) Roof 161.544 223.832 8.077 8.077 11.192 11.192 Level 4 171.466 233.724 8.573 8.573 11.686 11.686 Level 3 171.466 233.724 8.573 8.573 11.686 11.686 RISAFloor Version 11.0.1 Page 1 [M:\...\...\Calculations\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 2 1511 Third Avenue, Suite 323 T. 206.957.3900 Seattle, WA 98101 F. 206.957.3901 Project Westgate Village Job # 16369 Page Client Studio Meng Strazzara By TJS Date 01/05/15 Subject Lateral Design Checked Date Seismic Base Shear for the Equivalent Lateral Force Procedure Per IBC 2015 & ASCE 7-10 Structure: Wood Structure above Concrete Podium Address: Latitude: 47.7905 Longitude: -122.3668 Structure Classification Risk Category : 2 per ASCE Table 1.5-1 Risk Category Description: Seismic Design Category (SDC): D per ASCE Section 11.6 IE:1.00 per ASCE Table 1.5-2 Seismic Force-Resisting System: Light-Framed Walls Sheathed with Wood Structural Panels R: 6 1/2 per ASCE7 Table 12.2-1 hn (ft):30.00 height above the base to the highest level of the structure Regular Structure of 5 Stories or Less: Yes Site Ground Motion http://earthquake.usgs.gov/designmaps/us/application.php SS (g-sec):1.26 Ss (max) = 1.5 S1 (g-sec):0.49 Site Class: 4 per geotechnical report or building official Site Class Description: Stiff Soil Profile per ASCE Table 20.3-1 Fa:1.00 FV:1.51 per ASCE Section 11.4.3 SMS (g-sec):1.26 = Fa * SS SM1 (g-sec):0.74 = FV * S1 per ASCE Section 11.4.3 SDS (g-sec):0.84 = 2/3 * SMS SD1 (g-sec):0.50 = 2/3 * SM1 per ASCE Section 11.4.4 SDC: D SDC: D per ASCE Section 11.6 Fundamental Period per ASCE 12.8.2 Period Method: 2 Properly Substantiated Analysis Period (sec.): fundamental period of the structure per ASCE 12.8.2 Cu:1.40 Period Upper Limit Coefficient per ASCE Table 12.8-1 TUL (sec.):0.36 Period Upper Limit per ASCE 12.8.2 T (sec.): 0.00 per analysis Approximate Fundamental Period per ASCE 12.8.2.1 Structure Type: 5 Ct:0.02 x: 0.75 per ASCE Table 12.8-2 Ta (sec): 0.26 = Ct * hn x; per ASCE Eq. 12.8-7 Alternate Approximate Fundamental Period per ASCE 12.8.2.1 Ta (sec): 0.00 per Alternate Methods for MF's & Masonry/Concrete SW's in ASCE 12.8.2.1 Tuse (sec): 0.26 TL (sec): 6.00 Long-period Transition Period per ASCE Figures 22-12 through 22-16 (pages 224-227) T <= TL Equivalent Lateral Force Procedure Design Base Shear per ASCE 12.8 Cs:0.13 = SDS / (R/IE); per ASCE Eq. 12.8-2 Cs-max:0.29762977 = SD1 / (Ta*R/IE); for T <= TL per ASCE Eq. 12.8-3 Cs-max:6.97 = SD1*TL / (Ta 2*R/IE); for T > TL per ASCE Eq. 12.8-4 Cs-min:0.04 per ASCE Eq. 12.8-5 Cs-min:--= 0.5S1 / (R/IE); for S1 => 0.6g per ASCE Eq. 12.8-6 Cs-use:0.130 V : 0.130 W = CS-use * W; per ASCE Eq. 12.8-1 Buildings and other structures except those listed in Risk Categories I, III, and IV. The design values provided by the U.S. Seismic Design Maps tool are the lesser of probabilistic and deterministic ground motion values. The probabilistic values are risk-targeted rather than uniform-hazard ground motions; and both the probabilistic and deterministic values are defined in terms of maximum-direction rather than geometric-mean, horizontal spectral acceleration. Worksheet: Seismic Base Shear File: M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\QCE IBC 2015 Seismic.xls Page 2 of 3 Created By: AJS Checked By: QCE WL - 3 1511 Third Avenue, Suite 323 T. 206.957.3900 Seattle, WA 98101 F. 206.957.3901 Project Westgate Village Job # 16369 Page of Client Studio Meng Strazzara By TJS Date 03/13/17 Subject Lateral Design Checked Date Vertical Distribution of Seismic Forces for the Equivalent Lateral Force Procedure Per IBC 2015 & ASCE 7-10 Structure: Wood Structure above Concrete Podium Structure Classification Risk Category : II per ASCE Table 1.5-1 Risk Category Description: IE:1.00 per ASCE Table 1.5-2 SDS (g-sec):0.84 per ASCE Section 11.4.4 Period (Sec): 0.26 per ASCE Section 12.8.2.1 k: 1.00 per ASCE 12.8.3 V (k): 289.79 per ASCE Section 12.8.1 Vertical Distribution of Seismic Forces per ASCE Section 12.8.3 Fx = CvxV; ASCE Eq 12.8-11 Cvx =(wxhx k)/(Swihi k); ASCE Eq 12.8-12 Level hx (ft) wx (k)wx * hx k Cvx Fx (k) Vx (k)OTM (ft-k) Roof 30.00 431.10 12933.03 0.3220 93.31 4th Floor 20.00 917.30 18345.90 0.4568 132.36 93.31 933.09 3rd Floor 10.00 888.67 8886.70 0.2213 64.12 225.67 3189.79 289.79 6087.66 Totals: 2237.07 40165.63 Vertical Distribution of Seismic Diaphragm Forces per ASCE Section 12.10.1.1 Fpx =(SFi/Swi) * wpx; ASCE Eq 12.10-1 Fpx-max = 0.4*SDS*IE*wpx; per ASCE 12.10.1.1 Fpx-min = 0.2*SDS*IE*wpx; per ASCE 12.10.1.1 Level wpx (k)Swi (k)Fx (k)SFi (k)Fpx (k) Roof 431.10 431.10 93.31 93.31 93.31 4th Floor 917.30 1348.40 132.36 225.67 154.47 3rd Floor 888.67 2237.07 64.12 289.79 149.65 = Fp-min Notes = Fpx = Fp-min Buildings and other structures except those listed in Risk Categories I, III, and IV. Worksheet: Seismic Vert Dist File: M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\QCE IBC 2015 Seismic.xls Page 3 of 3 Created By: AJS Checked By: QCEWL - 4 WL - 5 Wind Generation Input Wind Code:Topographic Factor K1: Wind Speed, V(mph):Topographic Factor K2: Topographic Factor K3: Exposure Category:Directionality Factor Kd: ASCE 7-10 1 110 1 1 B .85 Base Elevation(ft):Parapet Height(ft):13 0 Wind Generation Detail Results Kzt: Exposure Constant Alpha:h (ft): Exposure Constant zg:Kh: Gust Effect Factor, G:Windward Cp: qh (ksf): GCpn (windward): GCpn (leeward): 4 7 30 1200 .701 .85 .8 .074 +1.5 -1.0 Wind Generation Floor Geometry Results Floor Level Height Kz Width (X) Length (Z) Leeward Cp(X) Leeward Cp(Z) (ft) (ft) (ft) Roof 30 .701 161.544 223.832 .5 .423 Level 4 20 .624 171.466 233.724 .5 .427 Level 3 10 .575 171.466 233.724 .5 .427 Wind Generation Floor Force Results Floor Level qz Windward Pres. Leeward Pres. X Leeward Pres. Z Force X Force Z (ksf) (ksf) (ksf) (ksf) (k) (k) Roof .074 .05 .031 .027 91.248 61.949 Level 4 .066 .045 .031 .027 177.734 122.58 Level 3 .061 .041 .031 .027 169.492 116.534 RISAFloor Version 11.0.1 Page 1 [M:\...\...\Calculations\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 6 Quantum Consulting Engin... TJS 16369.01 Westgate Edmonds Roof Mar 14, 2017 at 2:49 PM 170309_Westgate Edmonds - Woo... SW32-4SW33 -4 SW34 -4 SW35 -4 SW37 -4 SW36 -4 SW39 -4 SW 4 0 - 4 SW 4 1 - 4 SW 4 2 - 4 SW 4 4 - 4 SW 4 5 - 4 SW31-4 SW 1 4 - 4 SW13-4 SW12-4 SW03-4 SW04-4 SW11-4 SW10-4 SW22-4 SW38 -4 SW05-4 SW09-4 SW06-4 SW08-4 SW07-4 SW 4 3 - 4 SW29-4 SW15-4 SW16-4 SW17-4 SW19-4 SW21-4 SW23-4 SW18-4 SW20-4 SW26-4SW27-4 SW24-4SW25-4 SW28-4SW30-4 SW02-4 SW 0 1 - 4 SW 6 8 - 4 SW61-4 SW 7 0 - 4 SW60-4 SW56-4 SW58-4 SW 4 6 - 4 SW 4 7 - 4 Y X Z Lateral Gravity SW32-4SW33 -4 SW34 -4 SW35 -4 SW37 -4 SW36 -4 SW39 -4 SW 4 0 - 4 SW 4 1 - 4 SW 4 2 - 4 SW 4 4 - 4 SW 4 5 - 4 SW31-4 SW 1 4 - 4 SW13-4 SW12-4 SW03-4 SW04-4 SW11-4 SW10-4 SW22-4 SW38 -4 SW05-4 SW09-4 SW06-4 SW08-4 SW07-4 SW 4 3 - 4 SW29-4 SW15-4 SW16-4 SW17-4 SW19-4 SW21-4 SW23-4 SW18-4 SW20-4 SW26-4SW27-4 SW24-4SW25-4 SW28-4SW30-4 SW02-4 SW 0 1 - 4 SW 6 8 - 4 SW61-4 SW 7 0 - 4 SW60-4 SW56-4 SW58-4 SW 4 6 - 4 SW 4 7 - 4 WL - 7 Quantum Consulting Engin... TJS 16369.01 Westgate Edmonds Level 4 Mar 14, 2017 at 2:51 PM 170309_Westgate Edmonds - Woo... SW62-3 SW 6 7 - 3 SW59-3 SW 6 9 - 3 SW32-3SW33 -3 SW34 -3 SW35 -3 SW37 -3 SW36 -3 SW39 -3 SW 4 0 - 3 SW 4 1 - 3 SW 4 2 - 3 SW 4 4 - 3 SW 4 5 - 3 SW 4 9 - 3 SW54-3 SW 4 8 - 3 SW55-3 SW57-3 SW61-3 SW60-3 SW31-3 SW 1 4 - 3 SW13-3 SW12-3 SW03-3 SW04-3 SW11-3 SW10-3 SW22-3 SW38 -3 SW05-3 SW09-3 SW06-3 SW08-3 SW07-3 SW 4 3 - 3 SW29-3 SW 4 7 - 3 SW 4 6 - 3 SW15-3 SW16-3 SW17-3 SW19-3 SW21-3 SW23-3 SW18-3 SW20-3 SW26-3SW27-3 SW24-3SW25-3 SW28-3SW30-3 SW02-3 SW 0 1 - 3 SW 6 8 - 3 SW 7 0 - 3 SW63-3 SW65-3 SW66-3 SW 5 0 - 3 SW 5 1 - 3 SW 5 2 - 3 SW 5 3 - 3 SW58-3 SW56-3 SW64-3 Y X Z Lateral Gravity Loads: DL PreComp - PreComposite Dead Load SW62-3 SW 6 7 - 3 SW59-3 SW 6 9 - 3 SW32-3SW33 -3 SW34 -3 SW35 -3 SW37 -3 SW36 -3 SW39 -3 SW 4 0 - 3 SW 4 1 - 3 SW 4 2 - 3 SW 4 4 - 3 SW 4 5 - 3 SW 4 9 - 3 SW54-3 SW 4 8 - 3 SW55-3 SW57-3 SW61-3 SW60-3 SW31-3 SW 1 4 - 3 SW13-3 SW12-3 SW03-3 SW04-3 SW11-3 SW10-3 SW22-3 SW38 -3 SW05-3 SW09-3 SW06-3 SW08-3 SW07-3 SW 4 3 - 3 SW29-3 SW 4 7 - 3 SW 4 6 - 3 SW15-3 SW16-3 SW17-3 SW19-3 SW21-3 SW23-3 SW18-3 SW20-3 SW26-3SW27-3 SW24-3SW25-3 SW28-3SW30-3 SW02-3 SW 0 1 - 3 SW 6 8 - 3 SW 7 0 - 3 SW63-3 SW65-3 SW66-3 SW 5 0 - 3 SW 5 1 - 3 SW 5 2 - 3 SW 5 3 - 3 SW58-3 SW56-3 SW64-3 WL - 8 Quantum Consulting Engin... TJS 16369.01 Westgate Edmonds Level 3 Mar 14, 2017 at 2:52 PM 170309_Westgate Edmonds - Woo... SW62-2 SW 6 7 - 2 SW59-2 SW 6 9 - 2 SW32-2SW33 -2 SW34 -2 SW35 -2 SW37 -2 SW36 -2 SW39 -2 SW 4 0 - 2 SW 4 1 - 2 SW 4 2 - 2 SW 4 4 - 2 SW 4 5 - 2 SW 4 9 - 2 SW54-2 SW 4 8 - 2 SW55-2 SW57-2 SW61-2 SW60-2 SW31-2 SW 1 4 - 2 SW13-2 SW12-2 SW03-2 SW04-2 SW11-2 SW10-2 SW22-2 SW38 -2 SW05-2 SW09-2 SW06-2 SW08-2 SW07-2 SW 4 3 - 2 SW29-2 SW 4 7 - 2 SW 4 6 - 2 SW15-2 SW16-2 SW17-2 SW19-2 SW21-2 SW23-2 SW18-2 SW20-2 SW26-2SW27-2 SW24-2SW25-2 SW28-2SW30-2 SW02-2 SW 0 1 - 2 SW 6 8 - 2 SW 7 0 - 2 SW63-2 SW65-2 SW66-2 SW 5 0 - 2 SW 5 1 - 2 SW 5 2 - 2 SW 5 3 - 2 SW58-2 SW56-2 SW64-2 Y X Z Lateral Gravity Loads: DL PreComp - PreComposite Dead Load SW62-2 SW 6 7 - 2 SW59-2 SW 6 9 - 2 SW32-2SW33 -2 SW34 -2 SW35 -2 SW37 -2 SW36 -2 SW39 -2 SW 4 0 - 2 SW 4 1 - 2 SW 4 2 - 2 SW 4 4 - 2 SW 4 5 - 2 SW 4 9 - 2 SW54-2 SW 4 8 - 2 SW55-2 SW57-2 SW61-2 SW60-2 SW31-2 SW 1 4 - 2 SW13-2 SW12-2 SW03-2 SW04-2 SW11-2 SW10-2 SW22-2 SW38 -2 SW05-2 SW09-2 SW06-2 SW08-2 SW07-2 SW 4 3 - 2 SW29-2 SW 4 7 - 2 SW 4 6 - 2 SW15-2 SW16-2 SW17-2 SW19-2 SW21-2 SW23-2 SW18-2 SW20-2 SW26-2SW27-2 SW24-2SW25-2 SW28-2SW30-2 SW02-2 SW 0 1 - 2 SW 6 8 - 2 SW 7 0 - 2 SW63-2 SW65-2 SW66-2 SW 5 0 - 2 SW 5 1 - 2 SW 5 2 - 2 SW 5 3 - 2 SW58-2 SW56-2 SW64-2 WL - 9 Company : Quantum Consulting Engineers Mar 14, 2017 3:17 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Envelope Story Drift - Z-Direction, Service Story (Elevation) Story Drift[in] Loc (Z,X) LC Drift Ratio (%) Loc (Z,X) LC 2nd/1st Ratio Loc (Z,X) LC 1 Roof - Diaph.: 1 (43 ft)max .65 120.388, 1....94 .555 120.388, 1....64 1.01 120.388, 1....77 2 min -.666 120.388, 1....64 .002 120.388, 1....1 .995 23.672, 16...29 3 Level 4 - Diaph.: 2 (3...max .699 208.076, 0 94 .587 208.076, 0 64 1.028 208.076, 0 83 4 min -.705 208.076, 0 64 .002 38.482, 17...1 .988 53.667, 16...29 5 Level 3 - Diaph.: 3 (2...max .581 208.076, 0 58 .212 208.076, 0 64 1.201 208.076, 0 83 6 min -.584 208.076, 0 64 0 53.667, 16...1 .861 38.482, 17...29 7 F1_N1508 (65.42 ft)max .551 167.513, 2...58 .2 167.513, 2...64 1.148 167.513, 2...83 8 min -.551 167.513, 2...64 0 167.513, 2...3 .619 167.513, 2...84 9 F1_N1506 (65.42 ft)max .551 146.045, 2...58 .2 146.045, 2...64 1.148 146.045, 2...83 10 min -.551 146.045, 2...64 0 146.045, 2...3 .619 146.045, 2...84 11 F1_N261 (54.42 ft)max .52 23.297, 13...57 .188 23.297, 13...57 4.138 23.297, 13...77 12 min -.514 23.297, 13...99 0 23.297, 13...1 .572 23.297, 13...71 13 F1_N260 (54.42 ft)max .555 231.032, 2...58 .201 231.032, 2...64 1.159 231.032, 2...83 14 min -.556 231.032, 2...64 0 231.032, 2...17 .567 231.032, 2...78 15 N618 (45.08 ft)max 0 77.339, 13...57 0 77.339, 13...57 1 77.339, 13...1 16 min 0 77.339, 13...99 0 77.339, 13...5 1 77.339, 13...1 17 N617 (45.08 ft)max 0 58.461, 13...93 0 58.461, 13...63 1 58.461, 13...1 18 min 0 58.461, 13...63 0 58.461, 13...91 1 58.461, 13...1 19 N679 (35.75 ft)max 0 43.347, 99....58 0 43.347, 99....58 1 43.347, 99....1 20 min 0 43.347, 99....100 0 43.347, 99....40 1 43.347, 99....1 21 N678 (35.75 ft)max 0 36.795, 10...97 0 36.795, 10...55 1 36.795, 10...1 22 min 0 36.795, 10...55 0 36.795, 10...37 1 36.795, 10...1 23 N732 (26.5 ft)max 0 137.097, 2...58 0 137.097, 2...58 1 137.097, 2...1 24 min 0 137.097, 2...100 0 137.097, 2...79 1 137.097, 2...1 25 N731 (26.5 ft)max 0 128.68, 26....94 0 128.68, 26....64 1 128.68, 26....1 26 min 0 128.68, 26....64 0 128.68, 26....73 1 128.68, 26....1 RISA-3D Version 15.0.1 Page 1 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 10 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Material Properties Label Type Database Species Grade Cm Emod Nu Therm (\...Dens[... 1 DF #1 Solid Sawn Visually Gra...Douglas Fir-Larch No.1 1 .3 .3 .035 2 DF #2 Solid Sawn Visually Gra...Douglas Fir-Larch No.2 1 .3 .3 .035 3 HF #1 Solid Sawn Visually Gra...Hem-Fir No.1 1 .3 .3 .035 4 HF #2 Solid Sawn Visually Gra...Hem-Fir No.2 1 .3 .3 .035 5 PSL SCL TrusJoist 2.2E_DF Parallam P...na 1 .3 .3 .035 6 LVL Custom N/A LVL_Microllam_1.9E...na 1 .3 .3 .035 7 LSL Custom N/A LSL_TimberStrand_...na 1 .3 .3 .035 8 24F-V4 DF Glulam NDS Table ...24F-V4_DF/DF na 1 .3 .3 .035 9 24F-V8 DF Glulam NDS Table ...24F-V8_DF/DF na 1 .3 .3 .035 Wood Wall Panel Parameters Label Top Plate Sill Plate Studs Min Stud Space[in] Max Stud ... Green Lu... Header Size Header Matl 1 SW-6 (x6)2-2X6 2X6 2X6 16 16 2-2X10 Same as Wall 2 SW-4 (x6)2-2X6 2X6 2X6 16 16 2-2X10 Same as Wall 3 SW-3 (x6)2-2X6 2X6 2X6 16 16 2-2X10 Same as Wall 4 SW-2 (x6)2-2X6 2X6 2X6 16 16 2-2X10 Same as Wall 5 SW-6 (x4)2-2X4 2X4 2X4 16 16 2-2X10 Same as Wall 6 SW-4 (x4)2-2X4 2X4 2X4 16 16 2-2X10 Same as Wall 7 SW-3 (x4)2-2X4 2X4 2X4 16 16 2-2X10 Same as Wall 8 SW-2 (x4)2-2X4 2X4 2X4 16 16 2-2X10 Same as Wall 9 2x6 Stud Wall 2-2X6 2X6 2X6 16 16 2-2X10 Same as Wall 10 2x4 Stud Wall 2-2X4 2X4 2X4 16 16 2-2X10 Same as Wall 11 3x4 Stud Wall 2-2X4 2X4 3X4 16 16 2-2X10 Same as Wall 12 2x4 @ 12 oc 2-2X4 2X4 2X4 12 12 2-2X10 Same as Wall 13 3x4 @ 12 oc 2-2X4 2X4 3x4 12 12 2-2X10 Same as Wall 14 2x4 (Staggere...2-2X4 2X6 2X4 8 8 2-2X10 Same as Wall 15 2x6 (Staggere...2-2X6 2X8 2X6 8 8 2-2X10 Same as Wall Additional Wood Wall Panel Parameters Label Schedule Min. Panel ...Max. Panel ...Double Sid... Max. Nail ...Min. Nail Sp...HD Chor...HD Ch... Hold Down Eccentricity 1 SW-6 (...RS_15/32....469 .469 No 6-in.6-in.3-2X6 Same a...HDU_SPF-HF Yes 2 SW-4 (...RS_15/32....469 .469 No 4-in.4-in.3-2X6 Same a...HDU_SPF-HF Yes 3 SW-3 (...RS_15/32....469 .469 No 3-in.3-in.4-2X6 Same a...HDU_SPF-HF Yes 4 SW-2 (...RS_15/32....469 .469 No 2-in.2-in.5-2X6 Same a...HDU_SPF-HF Yes 5 SW-6 (...RS_15/32....469 .469 No 6-in.6-in.3-2X4 Same a...HDU_SPF-HF Yes 6 SW-4 (...RS_15/32....469 .469 No 4-in.4-in.3-2X4 Same a...HDU_SPF-HF Yes 7 SW-3 (...RS_15/32....469 .469 No 3-in.3-in.5-2X4 Same a...HDU_SPF-HF Yes 8 SW-2 (...RS_15/32....469 .469 No 2-in.2-in.8-2X4 Same a...HDU_SPF-HF Yes 9 2x6 St...RS_15/32....469 .469 No 6-in.6-in.2-2X6 Same a...HDU_SPF-HF Yes 10 2x4 St...RS_15/32....469 .469 No 6-in.6-in.2-2X4 Same a...HDU_SPF-HF Yes 11 3x4 St...RS_15/32....469 .469 No 6-in.6-in.2-3X4 Same a...HDU_SPF-HF Yes 12 2x4 @ ...RS_15/32....469 .469 No 6-in.6-in.2-2X4 Same a...HDU_SPF-HF Yes 13 3x4 @ ...RS_15/32....469 .469 No 6-in.6-in.2-3X4 Same a...HDU_SPF-HF Yes 14 2x4 (St...RS_15/32....469 .469 No 6-in.6-in.2-2X4 Same a...HDU_SPF-HF Yes 15 2x6 (St...RS_15/32....469 .469 No 6-in.6-in.2-2X6 Same a...HDU_SPF-HF Yes Floor Diaphragms Elev...Mas...Mass MO...Center of ...Plus X ...Minus X ...Plus Z E...Minus Z ... Inactive Dia...TypeRegionDesi...SGAF Mater...Thic...N... 1 43 463....3.34e+6 69.487, 1...%5 %5 %5 %5 D3 Rigid N/A N/A N/A N/A 2 33 875....7.309e+6 71.802, 1...%5 %5 %5 %5 D2 Rigid N/A N/A N/A N/A 3 23 874.8 7.583e+6 71.647, 1...%5 %5 %5 %5 D1 Rigid N/A N/A N/A N/A RISA-3D Version 15.0.1 Page 2 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 11 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Joint Loads and Enforced Displacements (BLC 8 : Wind Load X) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N520 L X 91.248 2 N525 L X 177.734 3 N530A L X 169.492 Joint Loads and Enforced Displacements (BLC 9 : Partial X Wind Load 1) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N521 L X 68.436 2 N526 L X 133.3 3 N531A L X 127.119 Joint Loads and Enforced Displacements (BLC 10 : Partial X Wind Load 2) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N522 L X 68.436 2 N527 L X 133.3 3 N532A L X 127.119 Joint Loads and Enforced Displacements (BLC 11 : Wind Load Z) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N520 L Z 61.949 2 N525 L Z 122.58 3 N530A L Z 116.534 Joint Loads and Enforced Displacements (BLC 12 : Partial Z Wind Load 1) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N523 L Z 46.462 2 N528 L Z 91.935 3 N533 L Z 87.401 Joint Loads and Enforced Displacements (BLC 13 : Partial Z Wind Load 2) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N524 L Z 46.462 2 N529A L Z 91.935 3 N534A L Z 87.401 Joint Loads and Enforced Displacements (BLC 14 : Earthquake Load X) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N535A L X 99.303 2 N540A L X 125.008 3 N545 L X 62.461 Joint Loads and Enforced Displacements (BLC 15 : Earthquake Load X Plus Z Eccentr) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N536A L X 99.303 2 N541A L X 125.008 3 N546 L X 62.461 Joint Loads and Enforced Displacements (BLC 16 : Earthquake Load X Minus Z Eccent) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N537A L X 99.303 2 N542A L X 125.008 3 N547 L X 62.461 RISA-3D Version 15.0.1 Page 3 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 12 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Joint Loads and Enforced Displacements (BLC 17 : Earthquake Load Z) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N535A L Z 99.303 2 N540A L Z 125.008 3 N545 L Z 62.461 Joint Loads and Enforced Displacements (BLC 18 : Earthquake Load Z Plus X Eccentr) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N538A L Z 99.303 2 N543A L Z 125.008 3 N548B L Z 62.461 Joint Loads and Enforced Displacements (BLC 19 : Earthquake Load Z Minus X Eccent) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*s^2*ft)] 1 N539A L Z 99.303 2 N544A L Z 125.008 3 N549B L Z 62.461 Wall Panel Data Label A Joint B Joint C Joint D Joint Material Ty...Material Set Thickne... Design Rule Panel/Spacing 1 SW62-2 F1_N215 F1_N216 N615 N614 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 2 SW67-2 F1_N216 F1_N217 N616 N615 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 3 SW59-2 F1_N218 F1_N1446 N618 N617 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 4 SW69-2 F1_N222 F1_N1239 N622 N621 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 5 SW32-2 F1_N225 F1_N1444 N626 N625 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 6 SW33-2 F1_N226 F1_N227 N628 N627 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 7 SW34-2 F1_N1748 F1_N228 N630 N629 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 8 SW35-2 F1_N229 F1_N230 N632 N631 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 9 SW37-2 F1_N231 F1_N232 N634 N633 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 10 SW36-2 F1_N1754 F1_N233 N636 N635 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 11 SW39-2 F1_N234 F1_N1461 N638 N637 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 12 SW40-2 F1_N235 F1_N236 N640 N639 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 13 SW41-2 F1_N237 F1_N1492 N642 N641 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 14 SW42-2 F1_N238 F1_N1497 N644 N643 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 15 SW44-2 F1_N239 F1_N240 N646 N645 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 16 SW45-2 F1_N241 F1_N1500 N648 N647 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 17 SW49-2 F1_N242 F1_N243 N650 N649 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 18 SW54-2 F1_N243 F1_N244 N651 N650 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 19 SW48-2 F1_N245 F1_N246 N653 N652 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 20 SW55-2 F1_N246 F1_N247 N654 N653 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 21 SW57-2 F1_N1518 F1_N258 N666 N665 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 22 SW61-2 F1_N261 F1_N262 N670 N669 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 23 SW60-2 F1_N1437 F1_N263 N672 N671 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 24 SW31-2 F1_N1439 F1_N265 N675 N674 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 25 SW14-2 F1_N266 F1_N267 N677 N676 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 26 SW13-2 F1_N268 F1_N269 N679 N678 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 27 SW12-2 F1_N272 F1_N273 N683 N682 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 28 SW03-2 F1_N274 F1_N275 N685 N684 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 29 SW04-2 F1_N2085 F1_N276 N687 N686 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 30 SW11-2 F1_N277 F1_N278 N689 N688 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 31 SW10-2 F1_N279 F1_N280 N691 N690 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 32 SW22-2 F1_N281 F1_N282 N693 N692 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 33 SW38-2 F1_N282 F1_N283 N694 N693 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 34 SW05-2 F1_N284 F1_N285 N696 N695 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 35 SW09-2 F1_N288 F1_N289 N698 N697 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 36 SW06-2 F1_N290 F1_N291 N700 N699 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 RISA-3D Version 15.0.1 Page 4 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 13 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wall Panel Data (Continued) Label A Joint B Joint C Joint D Joint Material Ty...Material Set Thickne... Design Rule Panel/Spacing 37 SW08-2 F1_N292 F1_N293 N702 N701 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 38 SW07-2 F1_N239 F1_N294 N703 N645 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 39 SW43-2 F1_N1962F1_N1551 N705 N704 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 40 SW29-2 F1_N1551F1_N1552 N706 N705 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 41 SW47-2 F1_N295 F1_N296 N708 N707 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 42 SW46-2 F1_N297 F1_N298 N710 N709 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 43 SW15-2 F1_N299 F1_N1475 N712 N711 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 44 SW16-2 F1_N300 F1_N1467 N714 N713 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 45 SW17-2 F1_N301 F1_N1469 N716 N715 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 46 SW19-2 F1_N302 F1_N1471 N718 N717 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 47 SW21-2 F1_N303 F1_N1473 N720 N719 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 48 SW23-2 F1_N304 F1_N1477 N722 N721 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 49 SW18-2 F1_N305 F1_N2078 N724 N723 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 50 SW20-2 F1_N306 F1_N2080 N726 N725 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 51 SW26-2 F1_N307 F1_N1512 N728 N727 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 52 SW27-2 F1_N308 F1_N1514 N730 N729 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 53 SW24-2 F1_N309 F1_N1504 N732 N731 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 54 SW25-2 F1_N310 F1_N1506 N734 N733 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 55 SW28-2 F1_N311 F1_N1508 N736 N735 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 56 SW30-2 F1_N312 F1_N1510 N738 N737 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 57 SW02-2 F1_N3344F1_N3340 N804 N803 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 58 SW01-2 F1_N1439F1_N1437 N671 N674 Wood HF #2 5.5 (stud)SW-3 (x6)RS_15/32_10d@3 | 16 59 SW68-2 F1_N220 F1_N3371 N805 N620 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 60 SW70-2 F1_N224 F1_N3372 N806 N624 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 61 SW63-2 F1_N3387F1_N3369 N808 N807 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 62 SW65-2 F1_N3389F1_N3390 N810 N809 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 63 SW66-2 F1_N3391F1_N3374 N812 N811 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 64 SW50-2 F1_N3469F1_N3471 N814 N813 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 65 SW51-2 F1_N3472F1_N3473 N816 N815 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 66 SW52-2 F1_N3474F1_N3475 N818 N817 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 67 SW53-2 F1_N3476F1_N3477 N820 N819 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 68 SW58-2 F1_N256 F1_N3496 N821 N663 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 69 SW56-2 F1_N259 F1_N3467 N822 N667 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 70 SW64-2 F1_N3380F1_N3406 N824 N823 Wood HF #2 3.5 (stud)SW-3 (x4)RS_15/32_10d@3 | 16 71 SW62-3 F2_N215 F2_N216 F1_N216 F1_N215 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 72 SW67-3 F2_N216 F2_N217 F1_N217 F1_N216 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 73 SW59-3 F2_N218 F2_N1446F1_N1446 F1_N218 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 74 SW69-3 F2_N222 F2_N1239F1_N1239 F1_N222 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 75 SW32-3 F2_N225 F2_N1444F1_N1444 F1_N225 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 76 SW33-3 F2_N226 F2_N227 F1_N227 F1_N226 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 77 SW34-3 F2_N1748 F2_N228 F1_N228 F1_N1748 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 78 SW35-3 F2_N229 F2_N230 F1_N230 F1_N229 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 79 SW37-3 F2_N231 F2_N232 F1_N232 F1_N231 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 80 SW36-3 F2_N1754 F2_N233 F1_N233 F1_N1754 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 81 SW39-3 F2_N234 F2_N1461F1_N1461 F1_N234 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 82 SW40-3 F2_N235 F2_N236 F1_N236 F1_N235 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 83 SW41-3 F2_N237 F2_N1492F1_N1492 F1_N237 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 84 SW42-3 F2_N238 F2_N1497F1_N1497 F1_N238 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 85 SW44-3 F2_N239 F2_N240 F1_N240 F1_N239 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 86 SW45-3 F2_N241 F2_N1500F1_N1500 F1_N241 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 87 SW49-3 F2_N242 F2_N243 F1_N243 F1_N242 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 88 SW54-3 F2_N243 F2_N244 F1_N244 F1_N243 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 89 SW48-3 F2_N245 F2_N246 F1_N246 F1_N245 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 90 SW55-3 F2_N246 F2_N247 F1_N247 F1_N246 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 91 SW57-3 F2_N1518 F2_N258 F1_N258 F1_N1518 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 92 SW61-3 F2_N261 F2_N262 F1_N262 F1_N261 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 93 SW60-3 F2_N1437 F2_N263 F1_N263 F1_N1437 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 RISA-3D Version 15.0.1 Page 5 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 14 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wall Panel Data (Continued) Label A Joint B Joint C Joint D Joint Material Ty...Material Set Thickne... Design Rule Panel/Spacing 94 SW31-3 F2_N1439 F2_N265 F1_N265 F1_N1439 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 95 SW14-3 F2_N266 F2_N267 F1_N267 F1_N266 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 96 SW13-3 F2_N268 F2_N269 F1_N269 F1_N268 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 97 SW12-3 F2_N272 F2_N273 F1_N273 F1_N272 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 98 SW03-3 F2_N274 F2_N275 F1_N275 F1_N274 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 99 SW04-3 F2_N2085 F2_N276 F1_N276 F1_N2085 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 100 SW11-3 F2_N277 F2_N278 F1_N278 F1_N277 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 101 SW10-3 F2_N279 F2_N280 F1_N280 F1_N279 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 102 SW22-3 F2_N281 F2_N282 F1_N282 F1_N281 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 103 SW38-3 F2_N282 F2_N283 F1_N283 F1_N282 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 104 SW05-3 F2_N284 F2_N285 F1_N285 F1_N284 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 105 SW09-3 F2_N288 F2_N289 F1_N289 F1_N288 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 106 SW06-3 F2_N290 F2_N291 F1_N291 F1_N290 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 107 SW08-3 F2_N292 F2_N293 F1_N293 F1_N292 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 108 SW07-3 F2_N239 F2_N294 F1_N294 F1_N239 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 109 SW43-3 F2_N1962F2_N1551F1_N1551F1_N1962 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 110 SW29-3 F2_N1551F2_N1552F1_N1552F1_N1551 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 111 SW47-3 F2_N295 F2_N296 F1_N296 F1_N295 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 112 SW46-3 F2_N297 F2_N298 F1_N298 F1_N297 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 113 SW15-3 F2_N299 F2_N1475F1_N1475 F1_N299 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 114 SW16-3 F2_N300 F2_N1467F1_N1467 F1_N300 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 115 SW17-3 F2_N301 F2_N1469F1_N1469 F1_N301 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 116 SW19-3 F2_N302 F2_N1471F1_N1471 F1_N302 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 117 SW21-3 F2_N303 F2_N1473F1_N1473 F1_N303 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 118 SW23-3 F2_N304 F2_N1477F1_N1477 F1_N304 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 119 SW18-3 F2_N305 F2_N2078F1_N2078 F1_N305 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 120 SW20-3 F2_N306 F2_N2080F1_N2080 F1_N306 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 121 SW26-3 F2_N307 F2_N1512F1_N1512 F1_N307 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 122 SW27-3 F2_N308 F2_N1514F1_N1514 F1_N308 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 123 SW24-3 F2_N309 F2_N1504F1_N1504 F1_N309 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 124 SW25-3 F2_N310 F2_N1506F1_N1506 F1_N310 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 125 SW28-3 F2_N311 F2_N1508F1_N1508 F1_N311 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 126 SW30-3 F2_N312 F2_N1510F1_N1510 F1_N312 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 127 SW02-3 F2_N3344F2_N3340F1_N3340F1_N3344 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 128 SW01-3 F2_N1439F2_N1437F1_N1437F1_N1439 Wood HF #2 5.5 (stud)SW-4 (x6)RS_15/32_10d@4 | 16 129 SW68-3 F2_N220 F2_N3371F1_N3371 F1_N220 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 130 SW70-3 F2_N224 F2_N3372F1_N3372 F1_N224 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 131 SW63-3 F2_N3387F2_N3369F1_N3369F1_N3387 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 132 SW65-3 F2_N3389F2_N3390F1_N3390F1_N3389 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 133 SW66-3 F2_N3391F2_N3374F1_N3374F1_N3391 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 134 SW50-3 F2_N3469F2_N3471F1_N3471F1_N3469 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 135 SW51-3 F2_N3472F2_N3473F1_N3473F1_N3472 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 136 SW52-3 F2_N3474F2_N3475F1_N3475F1_N3474 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 137 SW53-3 F2_N3476F2_N3477F1_N3477F1_N3476 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 138 SW58-3 F2_N256 F2_N3496F1_N3496 F1_N256 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 139 SW56-3 F2_N259 F2_N3467F1_N3467 F1_N259 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 140 SW64-3 F2_N3380F2_N3406F1_N3406F1_N3380 Wood HF #2 3.5 (stud)SW-4 (x4)RS_15/32_10d@4 | 16 141 SW32-4 F3_N225 F3_N1444F2_N1444 F2_N225 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 142 SW33-4 F3_N226 F3_N227 F2_N227 F2_N226 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 143 SW34-4 F3_N1748 F3_N228 F2_N228 F2_N1748 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 144 SW35-4 F3_N229 F3_N230 F2_N230 F2_N229 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 145 SW37-4 F3_N231 F3_N232 F2_N232 F2_N231 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 146 SW36-4 F3_N1754 F3_N233 F2_N233 F2_N1754 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 147 SW39-4 F3_N234 F3_N1461F2_N1461 F2_N234 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 148 SW40-4 F3_N235 F3_N236 F2_N236 F2_N235 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 149 SW41-4 F3_N237 F3_N1492F2_N1492 F2_N237 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 150 SW42-4 F3_N238 F3_N1497F2_N1497 F2_N238 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 RISA-3D Version 15.0.1 Page 6 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 15 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wall Panel Data (Continued) Label A Joint B Joint C Joint D Joint Material Ty...Material Set Thickne... Design Rule Panel/Spacing 151 SW44-4 F3_N239 F3_N240 F2_N240 F2_N239 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 152 SW45-4 F3_N241 F3_N1500F2_N1500 F2_N241 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 153 SW31-4 F3_N1439 F3_N265 F2_N265 F2_N1439 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 154 SW14-4 F3_N266 F3_N267 F2_N267 F2_N266 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 155 SW13-4 F3_N268 F3_N269 F2_N269 F2_N268 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 156 SW12-4 F3_N272 F3_N273 F2_N273 F2_N272 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 157 SW03-4 F3_N274 F3_N275 F2_N275 F2_N274 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 158 SW04-4 F3_N2085 F3_N276 F2_N276 F2_N2085 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 159 SW11-4 F3_N277 F3_N278 F2_N278 F2_N277 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 160 SW10-4 F3_N279 F3_N280 F2_N280 F2_N279 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 161 SW22-4 F3_N281 F3_N282 F2_N282 F2_N281 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 162 SW38-4 F3_N282 F3_N283 F2_N283 F2_N282 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 163 SW05-4 F3_N284 F3_N285 F2_N285 F2_N284 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 164 SW09-4 F3_N288 F3_N289 F2_N289 F2_N288 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 165 SW06-4 F3_N290 F3_N291 F2_N291 F2_N290 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 166 SW08-4 F3_N292 F3_N293 F2_N293 F2_N292 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 167 SW07-4 F3_N239 F3_N294 F2_N294 F2_N239 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 168 SW43-4 F3_N1962F3_N1551F2_N1551F2_N1962 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 169 SW29-4 F3_N1551F3_N1552F2_N1552F2_N1551 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 170 SW15-4 F3_N299 F3_N1475F2_N1475 F2_N299 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 171 SW16-4 F3_N300 F3_N1467F2_N1467 F2_N300 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 172 SW17-4 F3_N301 F3_N1469F2_N1469 F2_N301 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 173 SW19-4 F3_N302 F3_N1471F2_N1471 F2_N302 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 174 SW21-4 F3_N303 F3_N1473F2_N1473 F2_N303 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 175 SW23-4 F3_N304 F3_N1477F2_N1477 F2_N304 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 176 SW18-4 F3_N305 F3_N2078F2_N2078 F2_N305 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 177 SW20-4 F3_N306 F3_N2080F2_N2080 F2_N306 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 178 SW26-4 F3_N307 F3_N1512F2_N1512 F2_N307 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 179 SW27-4 F3_N308 F3_N1514F2_N1514 F2_N308 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 180 SW24-4 F3_N309 F3_N1504F2_N1504 F2_N309 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 181 SW25-4 F3_N310 F3_N1506F2_N1506 F2_N310 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 182 SW28-4 F3_N311 F3_N1508F2_N1508 F2_N311 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 183 SW30-4 F3_N312 F3_N1510F2_N1510 F2_N312 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 184 SW02-4 F3_N3344F3_N3340F2_N3340F2_N3344 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 185 SW01-4 F3_N1439F3_N1437F2_N1437F2_N1439 Wood HF #2 5.5 (stud)SW-6 (x6)RS_15/32_10d@6 | 16 186 SW68-4 N529 N541 N534 N550 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 187 SW70-4 N530 N542 N536 N551 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 188 SW61-4 N550 N534 N535 F2_N262 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 189 SW60-4 N551 N536 F3_N1437F2_N1437 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 190 SW56-4 N532 N544 N540 N549A Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 191 SW46-4 N549A N540 N539 F2_N297 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 192 SW58-4 N531 N543 N538 N548A Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 193 SW47-4 N548A N538 N537 F2_N295 Wood HF #2 3.5 (stud)SW-6 (x4)RS_15/32_10d@6 | 16 Wall Panel Advanced Data Label Design Method SSAF In-plane Icr Factor Out-plane Icr Factor K Inactive 1 SW62-2 Segmented 1 N/A N/A 2 SW67-2 Segmented 1 N/A N/A 3 SW59-2 Segmented 1 N/A N/A 4 SW69-2 Segmented 1 N/A N/A 5 SW32-2 Segmented 1 N/A N/A 6 SW33-2 Segmented 1 N/A N/A 7 SW34-2 Segmented 1 N/A N/A 8 SW35-2 Segmented 1 N/A N/A 9 SW37-2 Segmented 1 N/A N/A RISA-3D Version 15.0.1 Page 7 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 16 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wall Panel Advanced Data (Continued) Label Design Method SSAF In-plane Icr Factor Out-plane Icr Factor K Inactive 10 SW36-2 Segmented 1 N/A N/A 11 SW39-2 Segmented 1 N/A N/A 12 SW40-2 Segmented 1 N/A N/A 13 SW41-2 Segmented 1 N/A N/A 14 SW42-2 Segmented 1 N/A N/A 15 SW44-2 Segmented 1 N/A N/A 16 SW45-2 Segmented 1 N/A N/A 17 SW49-2 Segmented 1 N/A N/A 18 SW54-2 Segmented 1 N/A N/A 19 SW48-2 Segmented 1 N/A N/A 20 SW55-2 Segmented 1 N/A N/A 21 SW57-2 Segmented 1 N/A N/A 22 SW61-2 Segmented 1 N/A N/A 23 SW60-2 Segmented 1 N/A N/A 24 SW31-2 Segmented 1 N/A N/A 25 SW14-2 Segmented 1 N/A N/A 26 SW13-2 Segmented 1 N/A N/A 27 SW12-2 Segmented 1 N/A N/A 28 SW03-2 Segmented 1 N/A N/A 29 SW04-2 Segmented 1 N/A N/A 30 SW11-2 Segmented 1 N/A N/A 31 SW10-2 Segmented 1 N/A N/A 32 SW22-2 Segmented 1 N/A N/A 33 SW38-2 Segmented 1 N/A N/A 34 SW05-2 Segmented 1 N/A N/A 35 SW09-2 Segmented 1 N/A N/A 36 SW06-2 Segmented 1 N/A N/A 37 SW08-2 Segmented 1 N/A N/A 38 SW07-2 Segmented 1 N/A N/A 39 SW43-2 Segmented 1 N/A N/A 40 SW29-2 Segmented 1 N/A N/A 41 SW47-2 Segmented 1 N/A N/A 42 SW46-2 Segmented 1 N/A N/A 43 SW15-2 Segmented 1 N/A N/A 44 SW16-2 Segmented 1 N/A N/A 45 SW17-2 Segmented 1 N/A N/A 46 SW19-2 Segmented 1 N/A N/A 47 SW21-2 Segmented 1 N/A N/A 48 SW23-2 Segmented 1 N/A N/A 49 SW18-2 Segmented 1 N/A N/A 50 SW20-2 Segmented 1 N/A N/A 51 SW26-2 Segmented 1 N/A N/A 52 SW27-2 Segmented 1 N/A N/A 53 SW24-2 Segmented 1 N/A N/A 54 SW25-2 Segmented 1 N/A N/A 55 SW28-2 Segmented 1 N/A N/A 56 SW30-2 Segmented 1 N/A N/A 57 SW02-2 Segmented 1 N/A N/A 58 SW01-2 Segmented 1 N/A N/A 59 SW68-2 Segmented 1 N/A N/A 60 SW70-2 Segmented 1 N/A N/A 61 SW63-2 Segmented 1 N/A N/A 62 SW65-2 Segmented 1 N/A N/A 63 SW66-2 Segmented 1 N/A N/A 64 SW50-2 Segmented 1 N/A N/A 65 SW51-2 Segmented 1 N/A N/A 66 SW52-2 Segmented 1 N/A N/A RISA-3D Version 15.0.1 Page 8 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 17 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wall Panel Advanced Data (Continued) Label Design Method SSAF In-plane Icr Factor Out-plane Icr Factor K Inactive 67 SW53-2 Segmented 1 N/A N/A 68 SW58-2 Segmented 1 N/A N/A 69 SW56-2 Segmented 1 N/A N/A 70 SW64-2 Segmented 1 N/A N/A 71 SW62-3 Segmented 1 N/A N/A 72 SW67-3 Segmented 1 N/A N/A 73 SW59-3 Segmented 1 N/A N/A 74 SW69-3 Segmented 1 N/A N/A 75 SW32-3 Segmented 1 N/A N/A 76 SW33-3 Segmented 1 N/A N/A 77 SW34-3 Segmented 1 N/A N/A 78 SW35-3 Segmented 1 N/A N/A 79 SW37-3 Segmented 1 N/A N/A 80 SW36-3 Segmented 1 N/A N/A 81 SW39-3 Segmented 1 N/A N/A 82 SW40-3 Segmented 1 N/A N/A 83 SW41-3 Segmented 1 N/A N/A 84 SW42-3 Segmented 1 N/A N/A 85 SW44-3 Segmented 1 N/A N/A 86 SW45-3 Segmented 1 N/A N/A 87 SW49-3 Segmented 1 N/A N/A 88 SW54-3 Segmented 1 N/A N/A 89 SW48-3 Segmented 1 N/A N/A 90 SW55-3 Segmented 1 N/A N/A 91 SW57-3 Segmented 1 N/A N/A 92 SW61-3 Segmented 1 N/A N/A 93 SW60-3 Segmented 1 N/A N/A 94 SW31-3 Segmented 1 N/A N/A 95 SW14-3 Segmented 1 N/A N/A 96 SW13-3 Segmented 1 N/A N/A 97 SW12-3 Segmented 1 N/A N/A 98 SW03-3 Segmented 1 N/A N/A 99 SW04-3 Segmented 1 N/A N/A 100 SW11-3 Segmented 1 N/A N/A 101 SW10-3 Segmented 1 N/A N/A 102 SW22-3 Segmented 1 N/A N/A 103 SW38-3 Segmented 1 N/A N/A 104 SW05-3 Segmented 1 N/A N/A 105 SW09-3 Segmented 1 N/A N/A 106 SW06-3 Segmented 1 N/A N/A 107 SW08-3 Segmented 1 N/A N/A 108 SW07-3 Segmented 1 N/A N/A 109 SW43-3 Segmented 1 N/A N/A 110 SW29-3 Segmented 1 N/A N/A 111 SW47-3 Segmented 1 N/A N/A 112 SW46-3 Segmented 1 N/A N/A 113 SW15-3 Segmented 1 N/A N/A 114 SW16-3 Segmented 1 N/A N/A 115 SW17-3 Segmented 1 N/A N/A 116 SW19-3 Segmented 1 N/A N/A 117 SW21-3 Segmented 1 N/A N/A 118 SW23-3 Segmented 1 N/A N/A 119 SW18-3 Segmented 1 N/A N/A 120 SW20-3 Segmented 1 N/A N/A 121 SW26-3 Segmented 1 N/A N/A 122 SW27-3 Segmented 1 N/A N/A 123 SW24-3 Segmented 1 N/A N/A RISA-3D Version 15.0.1 Page 9 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 18 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wall Panel Advanced Data (Continued) Label Design Method SSAF In-plane Icr Factor Out-plane Icr Factor K Inactive 124 SW25-3 Segmented 1 N/A N/A 125 SW28-3 Segmented 1 N/A N/A 126 SW30-3 Segmented 1 N/A N/A 127 SW02-3 Segmented 1 N/A N/A 128 SW01-3 Segmented 1 N/A N/A 129 SW68-3 Segmented 1 N/A N/A 130 SW70-3 Segmented 1 N/A N/A 131 SW63-3 Segmented 1 N/A N/A 132 SW65-3 Segmented 1 N/A N/A 133 SW66-3 Segmented 1 N/A N/A 134 SW50-3 Segmented 1 N/A N/A 135 SW51-3 Segmented 1 N/A N/A 136 SW52-3 Segmented 1 N/A N/A 137 SW53-3 Segmented 1 N/A N/A 138 SW58-3 Segmented 1 N/A N/A 139 SW56-3 Segmented 1 N/A N/A 140 SW64-3 Segmented 1 N/A N/A 141 SW32-4 Segmented 1 N/A N/A 142 SW33-4 Segmented 1 N/A N/A 143 SW34-4 Segmented 1 N/A N/A 144 SW35-4 Segmented 1 N/A N/A 145 SW37-4 Segmented 1 N/A N/A 146 SW36-4 Segmented 1 N/A N/A 147 SW39-4 Segmented 1 N/A N/A 148 SW40-4 Segmented 1 N/A N/A 149 SW41-4 Segmented 1 N/A N/A 150 SW42-4 Segmented 1 N/A N/A 151 SW44-4 Segmented 1 N/A N/A 152 SW45-4 Segmented 1 N/A N/A 153 SW31-4 Segmented 1 N/A N/A 154 SW14-4 Segmented 1 N/A N/A 155 SW13-4 Segmented 1 N/A N/A 156 SW12-4 Segmented 1 N/A N/A 157 SW03-4 Segmented 1 N/A N/A 158 SW04-4 Segmented 1 N/A N/A 159 SW11-4 Segmented 1 N/A N/A 160 SW10-4 Segmented 1 N/A N/A 161 SW22-4 Segmented 1 N/A N/A 162 SW38-4 Segmented 1 N/A N/A 163 SW05-4 Segmented 1 N/A N/A 164 SW09-4 Segmented 1 N/A N/A 165 SW06-4 Segmented 1 N/A N/A 166 SW08-4 Segmented 1 N/A N/A 167 SW07-4 Segmented 1 N/A N/A 168 SW43-4 Segmented 1 N/A N/A 169 SW29-4 Segmented 1 N/A N/A 170 SW15-4 Segmented 1 N/A N/A 171 SW16-4 Segmented 1 N/A N/A 172 SW17-4 Segmented 1 N/A N/A 173 SW19-4 Segmented 1 N/A N/A 174 SW21-4 Segmented 1 N/A N/A 175 SW23-4 Segmented 1 N/A N/A 176 SW18-4 Segmented 1 N/A N/A 177 SW20-4 Segmented 1 N/A N/A 178 SW26-4 Segmented 1 N/A N/A 179 SW27-4 Segmented 1 N/A N/A 180 SW24-4 Segmented 1 N/A N/A RISA-3D Version 15.0.1 Page 10 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 19 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wall Panel Advanced Data (Continued) Label Design Method SSAF In-plane Icr Factor Out-plane Icr Factor K Inactive 181 SW25-4 Segmented 1 N/A N/A 182 SW28-4 Segmented 1 N/A N/A 183 SW30-4 Segmented 1 N/A N/A 184 SW02-4 Segmented 1 N/A N/A 185 SW01-4 Segmented 1 N/A N/A 186 SW68-4 Segmented 1 N/A N/A 187 SW70-4 Segmented 1 N/A N/A 188 SW61-4 Segmented 1 N/A N/A 189 SW60-4 Segmented 1 N/A N/A 190 SW56-4 Segmented 1 N/A N/A 191 SW46-4 Segmented 1 N/A N/A 192 SW58-4 Segmented 1 N/A N/A 193 SW47-4 Segmented 1 N/A N/A Basic Load Cases BLC Description Category X G...Y G...Z G...Joint Point Distrib... Area(Mem...Surface(Plate/... 1 Dead Load DL -1 1634 2336 2 Live Load LL 1282 1937 3 Live Load Special (p...LLS 4 Roof Live Load RLL 5 Snow Load SL 488 394 6 Snow Load Nonshed...SLN 7 Rain Load RL 8 Wind Load X WLX 3 9 Partial X Wind Load 1 WLXP1 3 10 Partial X Wind Load 2 WLXP2 3 11 Wind Load Z WLZ 3 12 Partial Z Wind Load 1 WLZP1 3 13 Partial Z Wind Load 2 WLZP2 3 14 Earthquake Load X ELX 3 15 Earthquake Load X ...ELX+Z 3 16 Earthquake Load X ...ELX-Z 3 17 Earthquake Load Z ELZ 3 18 Earthquake Load Z ...ELZ+X 3 19 Earthquake Load Z ...ELZ-X 3 20 Other Load 1 OL1 21 Other Load 2 OL2 22 Other Load 3 OL3 23 Other Load 4 OL4 24 Wind Load Roof +X WLX+R 25 Wind Load Roof -X WLX-R 26 Wind Load Roof +Z WLZ+R 27 Wind Load Roof -Z WLZ-R Load Combinations Description Sol...P... S...BLCFa... BLC Factor BLC Fa...BLC Factor BLC Factor B...F......... ... F... B...F... B...F... 1 ASCE ASD 1 Yes Y DL 1 2 ASCE ASD 2 Yes Y DL 1 LL 1 3 ASCE ASD 3 (b)Yes Y DL 1 SL 1 4 ASCE ASD 4 (b)Yes Y DL 1 LL .75 SL .75 5 ASCE ASD 5 (a) (a)Yes Y DL 1 WLX .6 6 ASCE ASD 5 (a) (b)Yes Y DL 1 WLXP1 .6 7 ASCE ASD 5 (a) (c)Yes Y DL 1 WLXP2 .6 8 ASCE ASD 5 (a) (d)Yes Y DL 1 WLZ .6 RISA-3D Version 15.0.1 Page 11 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 20 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Load Combinations (Continued) Description Sol...P... S...BLCFa... BLC Factor BLC Fa...BLC Factor BLC Factor B...F......... ... F... B...F... B...F... 9 ASCE ASD 5 (a) (e)Yes Y DL 1 WLZP1 .6 10 ASCE ASD 5 (a) (f)Yes Y DL 1 WLZP2 .6 11 ASCE ASD 5 (a) (g)Yes Y DL 1 WLX -.6 12 ASCE ASD 5 (a) (h)Yes Y DL 1 WLXP1 -.6 13 ASCE ASD 5 (a) (i)Yes Y DL 1 WLXP2 -.6 14 ASCE ASD 5 (a) (j)Yes Y DL 1 WLZ -.6 15 ASCE ASD 5 (a) (k)Yes Y DL 1 WLZP1 -.6 16 ASCE ASD 5 (a) (l)Yes Y DL 1 WLZP2 -.6 17 ASCE ASD 6 (a) (a)Yes Y DL 1 WLX .45 LL .75 18 ASCE ASD 6 (a) (b)Yes Y DL 1 WLXP1 .45 LL .75 19 ASCE ASD 6 (a) (c)Yes Y DL 1 WLXP2 .45 LL .75 20 ASCE ASD 6 (a) (d)Yes Y DL 1 WLZ .45 LL .75 21 ASCE ASD 6 (a) (e)Yes Y DL 1 WLZP1 .45 LL .75 22 ASCE ASD 6 (a) (f)Yes Y DL 1 WLZP2 .45 LL .75 23 ASCE ASD 6 (a) (g)Yes Y DL 1 WLX -.45 LL .75 24 ASCE ASD 6 (a) (h)Yes Y DL 1 WLXP1 -.45 LL .75 25 ASCE ASD 6 (a) (i)Yes Y DL 1 WLXP2 -.45 LL .75 26 ASCE ASD 6 (a) (j)Yes Y DL 1 WLZ -.45 LL .75 27 ASCE ASD 6 (a) (k)Yes Y DL 1 WLZP1 -.45 LL .75 28 ASCE ASD 6 (a) (l)Yes Y DL 1 WLZP2 -.45 LL .75 29 ASCE ASD 6 (c) (a)Yes Y DL 1 WLX .45 LL .75 SL .75 30 ASCE ASD 6 (c) (b)Yes Y DL 1 WLXP1 .45 LL .75 SL .75 31 ASCE ASD 6 (c) (c)Yes Y DL 1 WLXP2 .45 LL .75 SL .75 32 ASCE ASD 6 (c) (d)Yes Y DL 1 WLZ .45 LL .75 SL .75 33 ASCE ASD 6 (c) (e)Yes Y DL 1 WLZP1 .45 LL .75 SL .75 34 ASCE ASD 6 (c) (f)Yes Y DL 1 WLZP2 .45 LL .75 SL .75 35 ASCE ASD 6 (c) (g)Yes Y DL 1 WLX -.45 LL .75 SL .75 36 ASCE ASD 6 (c) (h)Yes Y DL 1 WLXP1 -.45 LL .75 SL .75 37 ASCE ASD 6 (c) (i)Yes Y DL 1 WLXP2 -.45 LL .75 SL .75 38 ASCE ASD 6 (c) (j)Yes Y DL 1 WLZ -.45 LL .75 SL .75 39 ASCE ASD 6 (c) (k)Yes Y DL 1 WLZP1 -.45 LL .75 SL .75 40 ASCE ASD 6 (c) (l)Yes Y DL 1 WLZP2 -.45 LL .75 SL .75 41 ASCE ASD 7 (a)Yes Y DL .6 WLX .6 42 ASCE ASD 7 (b)Yes Y DL .6 WLXP1 .6 43 ASCE ASD 7 (c)Yes Y DL .6 WLXP2 .6 44 ASCE ASD 7 (d)Yes Y DL .6 WLZ .6 45 ASCE ASD 7 (e)Yes Y DL .6 WLZP1 .6 46 ASCE ASD 7 (f)Yes Y DL .6 WLZP2 .6 47 ASCE ASD 7 (g)Yes Y DL .6 WLX -.6 48 ASCE ASD 7 (h)Yes Y DL .6 WLXP1 -.6 49 ASCE ASD 7 (i)Yes Y DL .6 WLXP2 -.6 50 ASCE ASD 7 (j)Yes Y DL .6 WLZ -.6 51 ASCE ASD 7 (k)Yes Y DL .6 WLZP1 -.6 52 ASCE ASD 7 (l)Yes Y DL .6 WLZP2 -.6 53 ASCE ASD 5 (b) (a)Yes Y DL 1 Sds*DL .14 ELX .7 54 ASCE ASD 5 (b) (b)Yes Y DL 1 Sds*DL .14 ELX+Z .7 55 ASCE ASD 5 (b) (c)Yes Y DL 1 Sds*DL .14 ELX-Z .7 56 ASCE ASD 5 (b) (d)Yes Y DL 1 Sds*DL .14 ELZ .7 57 ASCE ASD 5 (b) (e)Yes Y DL 1 Sds*DL .14 ELZ+X .7 58 ASCE ASD 5 (b) (f)Yes Y DL 1 Sds*DL .14 ELZ-X .7 59 ASCE ASD 5 (b) (g)Yes Y DL 1 Sds*DL .14 ELX -.7 60 ASCE ASD 5 (b) (h)Yes Y DL 1 Sds*DL .14 ELX+Z -.7 61 ASCE ASD 5 (b) (i)Yes Y DL 1 Sds*DL .14 ELX-Z -.7 62 ASCE ASD 5 (b) (j)Yes Y DL 1 Sds*DL .14 ELZ -.7 63 ASCE ASD 5 (b) (k)Yes Y DL 1 Sds*DL .14 ELZ+X -.7 64 ASCE ASD 5 (b) (l)Yes Y DL 1 Sds*DL .14 ELZ-X -.7 65 ASCE ASD 6 (b) (a)Yes Y DL 1 Sds*DL .105 ELX .525 LL .75 RISA-3D Version 15.0.1 Page 12 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 21 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Load Combinations (Continued) Description Sol...P... S...BLCFa... BLC Factor BLC Fa...BLC Factor BLC Factor B...F......... ... F... B...F... B...F... 66 ASCE ASD 6 (b) (b)Yes Y DL 1 Sds*DL .105 ELX+Z .525 LL .75 67 ASCE ASD 6 (b) (c)Yes Y DL 1 Sds*DL .105 ELX-Z .525 LL .75 68 ASCE ASD 6 (b) (d)Yes Y DL 1 Sds*DL .105 ELZ .525 LL .75 69 ASCE ASD 6 (b) (e)Yes Y DL 1 Sds*DL .105 ELZ+X .525 LL .75 70 ASCE ASD 6 (b) (f)Yes Y DL 1 Sds*DL .105 ELZ-X .525 LL .75 71 ASCE ASD 6 (b) (g)Yes Y DL 1 Sds*DL .105 ELX -.5...LL .75 72 ASCE ASD 6 (b) (h)Yes Y DL 1 Sds*DL .105 ELX+Z -.5...LL .75 73 ASCE ASD 6 (b) (i)Yes Y DL 1 Sds*DL .105 ELX-Z -.5...LL .75 74 ASCE ASD 6 (b) (j)Yes Y DL 1 Sds*DL .105 ELZ -.5...LL .75 75 ASCE ASD 6 (b) (k)Yes Y DL 1 Sds*DL .105 ELZ+X -.5...LL .75 76 ASCE ASD 6 (b) (l)Yes Y DL 1 Sds*DL .105 ELZ-X -.5...LL .75 77 ASCE ASD 6 (d) (a)Yes Y DL 1 Sds*DL .105 ELX .525 LL .75 SL .75 78 ASCE ASD 6 (d) (b)Yes Y DL 1 Sds*DL .105 ELX+Z .525 LL .75 SL .75 79 ASCE ASD 6 (d) (c)Yes Y DL 1 Sds*DL .105 ELX-Z .525 LL .75 SL .75 80 ASCE ASD 6 (d) (d)Yes Y DL 1 Sds*DL .105 ELZ .525 LL .75 SL .75 81 ASCE ASD 6 (d) (e)Yes Y DL 1 Sds*DL .105 ELZ+X .525 LL .75 SL .75 82 ASCE ASD 6 (d) (f)Yes Y DL 1 Sds*DL .105 ELZ-X .525 LL .75 SL .75 83 ASCE ASD 6 (d) (g)Yes Y DL 1 Sds*DL .105 ELX -.5...LL .75 SL .75 84 ASCE ASD 6 (d) (h)Yes Y DL 1 Sds*DL .105 ELX+Z -.5...LL .75 SL .75 85 ASCE ASD 6 (d) (i)Yes Y DL 1 Sds*DL .105 ELX-Z -.5...LL .75 SL .75 86 ASCE ASD 6 (d) (j)Yes Y DL 1 Sds*DL .105 ELZ -.5...LL .75 SL .75 87 ASCE ASD 6 (d) (k)Yes Y DL 1 Sds*DL .105 ELZ+X -.5...LL .75 SL .75 88 ASCE ASD 6 (d) (l)Yes Y DL 1 Sds*DL .105 ELZ-X -.5...LL .75 SL .75 89 ASCE ASD 8 (a)Yes Y DL .6 Sds*DL -.14 ELX .7 90 ASCE ASD 8 (b)Yes Y DL .6 Sds*DL -.14 ELX+Z .7 91 ASCE ASD 8 (c)Yes Y DL .6 Sds*DL -.14 ELX-Z .7 92 ASCE ASD 8 (d)Yes Y DL .6 Sds*DL -.14 ELZ .7 93 ASCE ASD 8 (e)Yes Y DL .6 Sds*DL -.14 ELZ+X .7 94 ASCE ASD 8 (f)Yes Y DL .6 Sds*DL -.14 ELZ-X .7 95 ASCE ASD 8 (g)Yes Y DL .6 Sds*DL -.14 ELX -.7 96 ASCE ASD 8 (h)Yes Y DL .6 Sds*DL -.14 ELX+Z -.7 97 ASCE ASD 8 (i)Yes Y DL .6 Sds*DL -.14 ELX-Z -.7 98 ASCE ASD 8 (j)Yes Y DL .6 Sds*DL -.14 ELZ -.7 99 ASCE ASD 8 (k)Yes Y DL .6 Sds*DL -.14 ELZ+X -.7 100 ASCE ASD 8 (l)Yes Y DL .6 Sds*DL -.14 ELZ-X -.7 101 Seismic (z-dir.)Y ELZ 1 102 Seismic (x-dir.)Y ELX 1 Wood Wall Panel Axial Code Checks (AWC NDS-15: ASD) Wall Panel Region Stud Size Stud Spaci... Axial Check Gov LC Chord Size Chord Axial Ch... Gov LC 1 SW62-2 R1 2X4 16 .812 2 5-2X4 .729 81 2 SW67-2 R1 2X4 16 .847 4 5-2X4 .749 6 3 SW59-2 R1 2X4 16 .755 2 5-2X4 .844 99 4 SW69-2 R1 2X4 16 .983 2 5-2X4 1.061 6 5 SW32-2 R1 2X4 16 .662 2 5-2X4 1.127 81 6 SW33-2 R1 2X4 16 .84 2 5-2X4 1.007 12 7 SW34-2 R1 2X4 16 .808 2 5-2X4 .719 12 8 SW35-2 R1 2X4 16 .851 2 5-2X4 .67 79 9 SW37-2 R1 2X4 16 .867 2 5-2X4 .75 5 10 SW36-2 R1 2X4 16 .81 2 5-2X4 .646 98 11 SW39-2 R1 2X4 16 .855 2 5-2X4 .933 88 12 SW40-2 R1 2X4 16 .641 2 5-2X4 1.286 5 13 SW41-2 R1 2X4 16 .935 2 5-2X4 1.047 5 14 SW42-2 R1 2X4 16 .884 2 5-2X4 1.193 11 15 SW44-2 R1 2X4 16 1.182 4 5-2X4 1.297 37 RISA-3D Version 15.0.1 Page 13 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 22 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Wall Panel Axial Code Checks (AWC NDS-15: ASD) (Continued) Wall Panel Region Stud Size Stud Spaci... Axial Check Gov LC Chord Size Chord Axial Ch... Gov LC 16 SW45-2 R1 2X4 16 .886 2 5-2X4 1.358 13 17 SW49-2 R1 2X4 16 .811 2 5-2X4 .978 13 18 SW54-2 R1 2X4 16 .847 4 5-2X4 .618 81 19 SW48-2 R1 2X4 16 .811 2 5-2X4 1.009 7 20 SW55-2 R1 2X4 16 .829 4 5-2X4 .681 58 21 SW57-2 R1 2X4 16 .984 2 5-2X4 1.042 76 22 SW61-2 R1 2X6 16 .455 2 4-2X6 .35 81 23 SW60-2 R1 2X6 16 .304 4 4-2X6 .246 81 24 SW31-2 R1 2X6 16 .247 4 4-2X6 .32 81 25 SW14-2 R1 2X6 16 .167 2 4-2X6 .224 6 26 SW13-2 R1 2X6 16 .169 2 4-2X6 .184 6 27 SW12-2 R1 2X6 16 .139 2 4-2X6 .269 55 28 SW03-2 R1 2X6 16 .131 2 4-2X6 .28 64 29 SW04-2 R1 2X6 16 .164 2 4-2X6 .232 11 30 SW11-2 R1 2X6 16 .14 2 4-2X6 .285 58 31 SW10-2 R1 2X6 16 .175 2 4-2X6 .2 58 32 SW22-2 R1 2X6 16 .151 2 4-2X6 .283 100 33 SW38-2 R1 2X6 16 .142 2 4-2X6 .192 64 34 SW05-2 R1 2X6 16 .195 2 4-2X6 .352 64 35 SW09-2 R1 2X6 16 .141 2 4-2X6 .351 64 36 SW06-2 R1 2X6 16 .123 2 4-2X6 .368 64 37 SW08-2 R1 2X6 16 .14 2 4-2X6 .351 58 38 SW07-2 R1 2X6 16 .18 2 4-2X6 .202 58 39 SW43-2 R1 2X6 16 .324 2 4-2X6 .36 35 40 SW29-2 R1 2X6 16 .141 4 4-2X6 .169 63 41 SW47-2 R1 2X6 16 .496 2 4-2X6 .39 37 42 SW46-2 R1 2X6 16 .555 2 4-2X6 .413 31 43 SW15-2 R1 2X4 16 .232 4 5-2X4 .468 58 44 SW16-2 R1 2X4 16 .233 4 5-2X4 .47 64 45 SW17-2 R1 2X4 16 .377 4 5-2X4 .483 58 46 SW19-2 R1 2X4 16 .381 4 5-2X4 .484 64 47 SW21-2 R1 2X4 16 .233 4 5-2X4 .469 58 48 SW23-2 R1 2X4 16 .175 2 5-2X4 .466 64 49 SW18-2 R1 2X4 16 .342 4 5-2X4 .451 11 50 SW20-2 R1 2X4 16 .341 4 5-2X4 .45 5 51 SW26-2 R1 2X4 16 .25 4 5-2X4 .58 64 52 SW27-2 R1 2X4 16 .24 4 5-2X4 .576 58 53 SW24-2 R1 2X4 16 .289 4 5-2X4 .618 64 54 SW25-2 R1 2X4 16 .287 4 5-2X4 .625 58 55 SW28-2 R1 2X4 16 .287 4 5-2X4 .627 64 56 SW30-2 R1 2X4 16 .287 4 5-2X4 .625 58 57 SW02-2 R1 2X6 16 .238 2 4-2X6 .18 82 58 SW01-2 R1 2X6 16 .158 4 4-2X6 .194 6 59 SW68-2 R1 2X4 16 .984 2 5-2X4 1.149 6 60 SW70-2 R1 2X4 16 .821 2 5-2X4 1.065 6 61 SW63-2 R1 2X4 16 1.693 2 5-2X4 .852 81 62 SW65-2 R1 2X4 16 2.238 2 5-2X4 .86 81 63 SW66-2 R1 2X4 16 1.497 2 5-2X4 .774 87 64 SW50-2 R1 2X4 16 1.682 2 5-2X4 1.053 7 65 SW51-2 R1 2X4 16 2.262 2 5-2X4 .986 37 66 SW52-2 R1 2X4 16 2.26 2 5-2X4 .97 31 67 SW53-2 R1 2X4 16 1.698 2 5-2X4 1.069 13 68 SW58-2 R1 2X4 16 .989 2 5-2X4 .967 76 69 SW56-2 R1 2X4 16 .996 2 5-2X4 1.042 76 70 SW64-2 R1 2X4 16 2.264 2 5-2X4 .836 87 71 SW62-3 R1 2X4 16 .443 2 3-2X4 .662 81 72 SW67-3 R1 2X4 16 .631 4 3-2X4 .634 79 RISA-3D Version 15.0.1 Page 14 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 23 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Wall Panel Axial Code Checks (AWC NDS-15: ASD) (Continued) Wall Panel Region Stud Size Stud Spaci... Axial Check Gov LC Chord Size Chord Axial Ch... Gov LC 73 SW59-3 R1 2X4 16 .386 2 3-2X4 .65 87 74 SW69-3 R1 2X4 16 .578 2 3-2X4 .958 73 75 SW32-3 R1 2X4 16 .376 4 3-2X4 1.065 81 76 SW33-3 R1 2X4 16 .476 4 3-2X4 .978 85 77 SW34-3 R1 2X4 16 .465 4 3-2X4 .646 85 78 SW35-3 R1 2X4 16 .481 4 3-2X4 .635 79 79 SW37-3 R1 2X4 16 .492 4 3-2X4 .6 5 80 SW36-3 R1 2X4 16 .466 4 3-2X4 .623 98 81 SW39-3 R1 2X4 16 .498 4 3-2X4 .971 88 82 SW40-3 R1 2X4 16 .394 4 3-2X4 1.072 5 83 SW41-3 R1 2X4 16 .54 4 3-2X4 .899 5 84 SW42-3 R1 2X4 16 .504 4 3-2X4 .992 96 85 SW44-3 R1 2X4 16 .79 4 3-2X4 1.163 84 86 SW45-3 R1 2X4 16 .509 4 3-2X4 1.142 13 87 SW49-3 R1 2X4 16 .444 2 3-2X4 .728 37 88 SW54-3 R1 2X4 16 .629 4 3-2X4 .58 88 89 SW48-3 R1 2X4 16 .442 2 3-2X4 .705 7 90 SW55-3 R1 2X4 16 .617 4 3-2X4 .631 82 91 SW57-3 R1 2X4 16 .579 2 3-2X4 .979 76 92 SW61-3 R1 2X6 16 .267 2 3-2X6 .251 81 93 SW60-3 R1 2X6 16 .229 4 3-2X6 .198 81 94 SW31-3 R1 2X6 16 .169 4 3-2X6 .243 81 95 SW14-3 R1 2X6 16 .097 4 3-2X6 .137 55 96 SW13-3 R1 2X6 16 .098 4 3-2X6 .117 58 97 SW12-3 R1 2X6 16 .085 4 3-2X6 .199 64 98 SW03-3 R1 2X6 16 .079 4 3-2X6 .207 64 99 SW04-3 R1 2X6 16 .098 4 3-2X6 .135 85 100 SW11-3 R1 2X6 16 .086 4 3-2X6 .211 58 101 SW10-3 R1 2X6 16 .102 4 3-2X6 .107 55 102 SW22-3 R1 2X6 16 .09 4 3-2X6 .244 64 103 SW38-3 R1 2X6 16 .083 4 3-2X6 .11 58 104 SW05-3 R1 2X6 16 .119 4 3-2X6 .254 64 105 SW09-3 R1 2X6 16 .084 4 3-2X6 .252 64 106 SW06-3 R1 2X6 16 .076 4 3-2X6 .265 64 107 SW08-3 R1 2X6 16 .084 4 3-2X6 .252 58 108 SW07-3 R1 2X6 16 .112 4 3-2X6 .138 58 109 SW43-3 R1 2X6 16 .18 4 3-2X6 .252 84 110 SW29-3 R1 2X6 16 .095 4 3-2X6 .136 64 111 SW47-3 R1 2X6 16 .351 4 3-2X6 .259 84 112 SW46-3 R1 2X6 16 .384 2 3-2X6 .277 78 113 SW15-3 R1 2X4 16 .162 4 3-2X4 .322 58 114 SW16-3 R1 2X4 16 .162 4 3-2X4 .326 64 115 SW17-3 R1 2X4 16 .248 4 3-2X4 .423 58 116 SW19-3 R1 2X4 16 .252 4 3-2X4 .423 64 117 SW21-3 R1 2X4 16 .162 4 3-2X4 .323 58 118 SW23-3 R1 2X4 16 .096 2 3-2X4 .323 64 119 SW18-3 R1 2X4 16 .226 4 3-2X4 .398 58 120 SW20-3 R1 2X4 16 .226 4 3-2X4 .396 64 121 SW26-3 R1 2X4 16 .171 4 3-2X4 .382 64 122 SW27-3 R1 2X4 16 .163 4 3-2X4 .377 58 123 SW24-3 R1 2X4 16 .19 4 3-2X4 .41 64 124 SW25-3 R1 2X4 16 .187 4 3-2X4 .419 64 125 SW28-3 R1 2X4 16 .187 4 3-2X4 .421 64 126 SW30-3 R1 2X4 16 .187 4 3-2X4 .419 64 127 SW02-3 R1 2X6 16 .139 4 3-2X6 .109 82 128 SW01-3 R1 2X6 16 .112 4 3-2X6 .138 79 129 SW68-3 R1 2X4 16 .594 2 3-2X4 .929 73 RISA-3D Version 15.0.1 Page 15 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 24 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Wall Panel Axial Code Checks (AWC NDS-15: ASD) (Continued) Wall Panel Region Stud Size Stud Spaci... Axial Check Gov LC Chord Size Chord Axial Ch... Gov LC 130 SW70-3 R1 2X4 16 .431 2 3-2X4 .815 79 131 SW63-3 R1 2X4 16 .853 4 3-2X4 .61 81 132 SW65-3 R1 2X4 16 1.391 4 3-2X4 .89 81 133 SW66-3 R1 2X4 16 .748 4 3-2X4 .527 87 134 SW50-3 R1 2X4 16 .832 4 3-2X4 .605 31 135 SW51-3 R1 2X4 16 1.557 4 3-2X4 1.071 84 136 SW52-3 R1 2X4 16 1.548 4 3-2X4 1.075 78 137 SW53-3 R1 2X4 16 .846 4 3-2X4 .646 37 138 SW58-3 R1 2X4 16 .597 2 3-2X4 .873 86 139 SW56-3 R1 2X4 16 .604 2 3-2X4 1.009 76 140 SW64-3 R1 2X4 16 1.542 4 3-2X4 1.057 87 141 SW32-4 R1 2X4 16 .136 3 3-2X4 .397 63 142 SW33-4 R1 2X4 16 .169 3 3-2X4 .485 85 143 SW34-4 R1 2X4 16 .187 3 3-2X4 .226 91 144 SW35-4 R1 2X4 16 .185 3 3-2X4 .231 93 145 SW37-4 R1 2X4 16 .187 3 3-2X4 .202 97 146 SW36-4 R1 2X4 16 .187 3 3-2X4 .238 98 147 SW39-4 R1 2X4 16 .192 3 3-2X4 .485 88 148 SW40-4 R1 2X4 16 .179 3 3-2X4 .381 78 149 SW41-4 R1 2X4 16 .211 3 3-2X4 .336 90 150 SW42-4 R1 2X4 16 .189 3 3-2X4 .359 96 151 SW44-4 R1 2X4 16 .487 3 3-2X4 .392 78 152 SW45-4 R1 2X4 16 .194 3 3-2X4 .385 96 153 SW31-4 R1 2X6 16 .082 3 3-2X6 .079 93 154 SW14-4 R1 2X6 16 .044 3 3-2X6 .045 55 155 SW13-4 R1 2X6 16 .048 3 3-2X6 .058 81 156 SW12-4 R1 2X6 16 .039 3 3-2X6 .076 64 157 SW03-4 R1 2X6 16 .035 3 3-2X6 .076 64 158 SW04-4 R1 2X6 16 .046 3 3-2X6 .055 88 159 SW11-4 R1 2X6 16 .04 3 3-2X6 .078 58 160 SW10-4 R1 2X6 16 .05 3 3-2X6 .054 78 161 SW22-4 R1 2X6 16 .039 3 3-2X6 .084 100 162 SW38-4 R1 2X6 16 .038 3 3-2X6 .043 60 163 SW05-4 R1 2X6 16 .055 3 3-2X6 .093 64 164 SW09-4 R1 2X6 16 .037 3 3-2X6 .09 64 165 SW06-4 R1 2X6 16 .037 3 3-2X6 .095 64 166 SW08-4 R1 2X6 16 .038 3 3-2X6 .092 64 167 SW07-4 R1 2X6 16 .044 3 3-2X6 .066 84 168 SW43-4 R1 2X6 16 .072 3 3-2X6 .08 96 169 SW29-4 R1 2X6 16 .04 4 3-2X6 .065 64 170 SW15-4 R1 2X4 16 .107 3 3-2X4 .096 58 171 SW16-4 R1 2X4 16 .107 3 3-2X4 .1 64 172 SW17-4 R1 2X4 16 .115 3 3-2X4 .176 58 173 SW19-4 R1 2X4 16 .116 3 3-2X4 .176 64 174 SW21-4 R1 2X4 16 .107 3 3-2X4 .097 58 175 SW23-4 R1 2X4 16 .021 1 3-2X4 .139 3 176 SW18-4 R1 2X4 16 .105 3 3-2X4 .165 58 177 SW20-4 R1 2X4 16 .105 3 3-2X4 .167 64 178 SW26-4 R1 2X4 16 .107 3 3-2X4 .103 64 179 SW27-4 R1 2X4 16 .102 3 3-2X4 .099 64 180 SW24-4 R1 2X4 16 .107 3 3-2X4 .111 64 181 SW25-4 R1 2X4 16 .102 3 3-2X4 .116 64 182 SW28-4 R1 2X4 16 .102 3 3-2X4 .115 64 183 SW30-4 R1 2X4 16 .102 3 3-2X4 .116 64 184 SW02-4 R1 2X6 16 .061 3 3-2X6 .035 88 185 SW01-4 R1 2X6 16 .03 4 3-2X6 .071 85 186 SW68-4 R1 2X4 16 .025 3 3-2X4 .348 55 RISA-3D Version 15.0.1 Page 16 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 25 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Wall Panel Axial Code Checks (AWC NDS-15: ASD) (Continued) Wall Panel Region Stud Size Stud Spaci... Axial Check Gov LC Chord Size Chord Axial Ch... Gov LC 187 SW70-4 R1 2X4 16 .026 3 3-2X4 .34 55 188 SW61-4 R1 2X4 16 .023 2 3-2X4 .256 87 189 SW60-4 R1 2X4 16 .016 1 3-2X4 .21 57 190 SW56-4 R1 2X4 16 .032 4 3-2X4 .378 58 191 SW46-4 R1 2X4 16 .016 1 3-2X4 .29 84 192 SW58-4 R1 2X4 16 .028 4 3-2X4 .351 58 193 SW47-4 R1 2X4 16 .019 1 3-2X4 .223 78 Wood Wall Panel In Plane Code Checks (AWC NDS-15: ASD) Wall Panel Shear Panel Label Region Shear CheckShear Forc... Gov LC Hold-Down ...Tension Ch...Tie-Dow... Gov LC 1 SW62-2 RS_15/32_10d@3 R1 .655 .393 63 HDU8-SDS....99 5.607 93 2 SW67-2 RS_15/32_10d@3 R1 .674 .404 61 HDU11-SD....829 5.691 42 3 SW59-2 RS_15/32_10d@3 R1 .652 .391 57 HDU8-SDS....906 5.133 99 4 SW69-2 RS_15/32_10d@3 R1 .77 .462 55 HDU8-SDS....941 4.725 91 5 SW32-2 RS_15/32_10d@3 R1 .711 .426 63 HDU11-SD....877 7.056 93 6 SW33-2 RS_15/32_10d@3 R1 .57 .342 55 HDU4-SDS....766 2.518 97 7 SW34-2 RS_15/32_10d@3 R1 .519 .311 55 HDU5-SDS....868 3.528 93 8 SW35-2 RS_15/32_10d@3 R1 .511 .307 61 HDU5-SDS....98 3.983 97 9 SW37-2 RS_15/32_10d@3 R1 .464 .278 57 HDU5-SDS....939 3.818 99 10 SW36-2 RS_15/32_10d@3 R1 .469 .281 57 HDU4-SDS....874 2.872 91 11 SW39-2 RS_15/32_10d@3 R1 .487 .292 58 HDU2-SDS....955 2.116 100 12 SW40-2 RS_15/32_10d@3 R1 .653 .392 60 HDU8-SDS....98 5.554 41 13 SW41-2 RS_15/32_10d@3 R1 .676 .405 60 HDU5-SDS....912 3.709 96 14 SW42-2 RS_15/32_10d@3 R1 .666 .399 60 HDU8-SDS....949 4.765 96 15 SW44-2 RS_15/32_10d@3 R1 .713 .428 54 HDU5-SDS....851 3.459 96 16 SW45-2 RS_15/32_10d@3 R1 .693 .416 60 HDU11-SD....858 5.89 49 17 SW49-2 RS_15/32_10d@3 R1 .715 .6 7 HDU14-SD....784 8.115 49 18 SW54-2 RS_15/32_10d@3 R1 .587 .352 64 HDU8-SDS....996 5.002 94 19 SW48-2 RS_15/32_10d@3 R1 .711 .597 13 HDU11-SD....977 7.86 43 20 SW55-2 RS_15/32_10d@3 R1 .629 .377 64 HDU8-SDS....958 5.429 94 21 SW57-2 RS_15/32_10d@3 R1 .724 .434 58 HDU8-SDS....897 4.504 94 22 SW61-2 RS_15/32_10d@3 R1 .571 .342 63 HDU4-SDS....969 3.182 99 23 SW60-2 RS_15/32_10d@3 R1 .596 .357 57 HDU8-SDS....998 5.009 99 24 SW31-2 RS_15/32_10d@3 R1 .645 .387 63 HDU11-SD....847 5.817 99 25 SW14-2 RS_15/32_10d@3 R1 .601 .361 55 HDU11-SD....872 5.984 97 26 SW13-2 RS_15/32_10d@3 R1 .437 .262 58 HDU8-SDS....936 4.699 100 27 SW12-2 RS_15/32_10d@3 R1 .474 .284 58 HDU11-SD....946 6.492 100 28 SW03-2 RS_15/32_10d@3 R1 .468 .281 58 HDU11-SD....933 6.405 94 29 SW04-2 RS_15/32_10d@3 R1 .443 .266 64 HDU8-SDS....971 5.499 94 30 SW11-2 RS_15/32_10d@3 R1 .474 .284 64 HDU11-SD....974 6.687 100 31 SW10-2 RS_15/32_10d@3 R1 .437 .262 55 HDU8-SDS....875 4.392 97 32 SW22-2 RS_15/32_10d@3 R1 .505 .303 61 HDU8-SDS....885 4.442 100 33 SW38-2 RS_15/32_10d@3 R1 .418 .251 54 HDU8-SDS....858 4.307 41 34 SW05-2 RS_15/32_10d@3 R1 .663 .398 58 HDU11-SD....987 6.775 94 35 SW09-2 RS_15/32_10d@3 R1 .643 .386 58 HDU11-SD....878 7.061 100 36 SW06-2 RS_15/32_10d@3 R1 .641 .385 58 HDU11-SD....914 7.349 100 37 SW08-2 RS_15/32_10d@3 R1 .643 .386 64 HDU11-SD....88 7.078 94 38 SW07-2 RS_15/32_10d@3 R1 .567 .34 58 HDU8-SDS....995 5.634 100 39 SW43-2 RS_15/32_10d@3 R1 .649 .389 54 HDU8-SDS....982 4.931 90 40 SW29-2 RS_15/32_10d@3 R1 .622 .373 64 HDU5-SDS....942 3.828 93 41 SW47-2 RS_15/32_10d@3 R1 .596 .5 7 HDU8-SDS....891 4.471 43 42 SW46-2 RS_15/32_10d@3 R1 .602 .506 13 HDU5-SDS....919 3.736 43 43 SW15-2 RS_15/32_10d@3 R1 .364 .218 55 HDU5-SDS....9 3.66 94 44 SW16-2 RS_15/32_10d@3 R1 .364 .218 61 HDU5-SDS....904 3.673 100 45 SW17-2 RS_15/32_10d@3 R1 .428 .257 58 HDU8-SDS....908 5.146 100 RISA-3D Version 15.0.1 Page 17 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 26 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Wall Panel In Plane Code Checks (AWC NDS-15: ASD) (Continued) Wall Panel Shear Panel Label Region Shear CheckShear Forc... Gov LC Hold-Down ...Tension Ch...Tie-Dow... Gov LC 46 SW19-2 RS_15/32_10d@3 R1 .426 .255 55 HDU8-SDS....891 5.046 94 47 SW21-2 RS_15/32_10d@3 R1 .364 .218 55 HDU5-SDS....902 3.665 94 48 SW23-2 RS_15/32_10d@3 R1 .367 .22 61 HDU5-SDS....937 3.81 100 49 SW18-2 RS_15/32_10d@3 R1 .406 .244 58 HDU8-SDS....951 4.773 100 50 SW20-2 RS_15/32_10d@3 R1 .406 .243 64 HDU8-SDS....956 4.801 94 51 SW26-2 RS_15/32_10d@3 R1 .467 .28 58 HDU8-SDS....933 4.685 100 52 SW27-2 RS_15/32_10d@3 R1 .464 .278 64 HDU8-SDS....932 4.68 94 53 SW24-2 RS_15/32_10d@3 R1 .492 .295 58 HDU8-SDS....983 4.934 100 54 SW25-2 RS_15/32_10d@3 R1 .495 .297 64 HDU8-SDS....999 5.013 94 55 SW28-2 RS_15/32_10d@3 R1 .495 .297 58 HDU8-SDS....887 5.023 100 56 SW30-2 RS_15/32_10d@3 R1 .495 .297 64 HDU8-SDS....999 5.013 94 57 SW02-2 RS_15/32_10d@3 R1 .353 .212 64 HDU4-SDS....767 2.52 94 58 SW01-2 RS_15/32_10d@3 R1 .68 .408 61 HDU8-SDS....947 4.079 42 59 SW68-2 RS_15/32_10d@3 R1 .794 .476 55 HDU11-SD....925 6.351 97 60 SW70-2 RS_15/32_10d@3 R1 .739 .443 61 HDU11-SD....871 5.982 97 61 SW63-2 RS_15/32_10d@3 R1 .535 .321 63 HDU2-SDS....991 2.196 93 62 SW65-2 RS_15/32_10d@3 R1 .473 .284 63 HDU2-SDS....635 1.406 93 63 SW66-2 RS_15/32_10d@3 R1 .532 .319 57 HDU4-SDS....745 2.446 99 64 SW50-2 RS_15/32_10d@3 R1 .622 .523 13 HDU8-SDS....948 4.083 43 65 SW51-2 RS_15/32_10d@3 R1 .531 .446 7 HDU4-SDS....749 2.461 49 66 SW52-2 RS_15/32_10d@3 R1 .532 .447 13 HDU4-SDS....746 2.452 43 67 SW53-2 RS_15/32_10d@3 R1 .621 .522 7 HDU8-SDS....96 4.134 49 68 SW58-2 RS_15/32_10d@3 R1 .701 .421 64 HDU11-SD....83 5.698 100 69 SW56-2 RS_15/32_10d@3 R1 .748 .449 64 HDU11-SD....927 6.364 100 70 SW64-2 RS_15/32_10d@3 R1 .473 .284 57 HDU2-SDS....488 1.081 99 71 SW62-3 RS_15/32_10d@4 R1 .728 .335 63 NC NC 2.275 93 72 SW67-3 RS_15/32_10d@4 R1 .649 .299 61 NC NC 1.729 91 73 SW59-3 RS_15/32_10d@4 R1 .712 .328 57 NC NC 2.043 99 74 SW69-3 RS_15/32_10d@4 R1 .831 .382 55 NC NC 1.854 91 75 SW32-3 RS_15/32_10d@4 R1 .827 .38 63 NC NC 3.972 93 76 SW33-3 RS_15/32_10d@4 R1 .595 .274 55 NC NC 1.201 97 77 SW34-3 RS_15/32_10d@4 R1 .548 .252 55 NC NC 1.828 93 78 SW35-3 RS_15/32_10d@4 R1 .529 .243 55 NC NC 1.928 97 79 SW37-3 RS_15/32_10d@4 R1 .527 .242 57 NC NC 2.052 99 80 SW36-3 RS_15/32_10d@4 R1 .527 .242 57 NC NC 1.294 91 81 SW39-3 RS_15/32_10d@4 R1 .542 .249 58 NC NC 1.109 100 82 SW40-3 RS_15/32_10d@4 R1 .711 .327 60 NC NC 2.808 90 83 SW41-3 RS_15/32_10d@4 R1 .766 .352 60 NC NC 1.957 96 84 SW42-3 RS_15/32_10d@4 R1 .717 .33 60 NC NC 2.435 96 85 SW44-3 RS_15/32_10d@4 R1 .815 .375 54 NC NC 1.244 96 86 SW45-3 RS_15/32_10d@4 R1 .757 .348 60 NC NC 2.733 96 87 SW49-3 RS_15/32_10d@4 R1 .743 .342 54 NC NC 2.736 49 88 SW54-3 RS_15/32_10d@4 R1 .647 .297 64 NC NC 1.669 94 89 SW48-3 RS_15/32_10d@4 R1 .763 .351 60 NC NC 2.572 43 90 SW55-3 RS_15/32_10d@4 R1 .67 .308 64 NC NC 1.795 94 91 SW57-3 RS_15/32_10d@4 R1 .838 .385 58 NC NC 1.907 94 92 SW61-3 RS_15/32_10d@4 R1 .547 .252 63 NC NC 1.048 99 93 SW60-3 RS_15/32_10d@4 R1 .574 .264 63 NC NC 1.689 99 94 SW31-3 RS_15/32_10d@4 R1 .685 .315 63 NC NC 2.728 99 95 SW14-3 RS_15/32_10d@4 R1 .509 .234 55 NC NC 2.338 97 96 SW13-3 RS_15/32_10d@4 R1 .459 .211 58 NC NC 2.173 100 97 SW12-3 RS_15/32_10d@4 R1 .481 .221 58 NC NC 3.309 100 98 SW03-3 RS_15/32_10d@4 R1 .478 .22 58 NC NC 3.293 94 99 SW04-3 RS_15/32_10d@4 R1 .457 .21 64 NC NC 2.638 94 100 SW11-3 RS_15/32_10d@4 R1 .481 .221 64 NC NC 3.444 100 101 SW10-3 RS_15/32_10d@4 R1 .443 .204 55 NC NC 1.901 97 102 SW22-3 RS_15/32_10d@4 R1 .585 .269 61 NC NC 2.381 97 RISA-3D Version 15.0.1 Page 18 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 27 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Wall Panel In Plane Code Checks (AWC NDS-15: ASD) (Continued) Wall Panel Shear Panel Label Region Shear CheckShear Forc... Gov LC Hold-Down ...Tension Ch...Tie-Dow... Gov LC 103 SW38-3 RS_15/32_10d@4 R1 .448 .206 54 NC NC 1.998 90 104 SW05-3 RS_15/32_10d@4 R1 .71 .326 58 NC NC 3.527 94 105 SW09-3 RS_15/32_10d@4 R1 .635 .292 58 NC NC 3.551 100 106 SW06-3 RS_15/32_10d@4 R1 .646 .297 58 NC NC 3.686 100 107 SW08-3 RS_15/32_10d@4 R1 .633 .291 64 NC NC 3.561 94 108 SW07-3 RS_15/32_10d@4 R1 .545 .251 58 NC NC 2.331 100 109 SW43-3 RS_15/32_10d@4 R1 .689 .317 54 NC NC 2.463 90 110 SW29-3 RS_15/32_10d@4 R1 .692 .318 64 NC NC 2.041 93 111 SW47-3 RS_15/32_10d@4 R1 .532 .245 78 NC NC .877 90 112 SW46-3 RS_15/32_10d@4 R1 .62 .285 84 NC NC .603 96 113 SW15-3 RS_15/32_10d@4 R1 .25 .115 64 NC NC 1.245 94 114 SW16-3 RS_15/32_10d@4 R1 .251 .115 58 NC NC 1.256 100 115 SW17-3 RS_15/32_10d@4 R1 .408 .188 58 NC NC 2.397 100 116 SW19-3 RS_15/32_10d@4 R1 .402 .185 64 NC NC 2.318 94 117 SW21-3 RS_15/32_10d@4 R1 .25 .115 64 NC NC 1.249 94 118 SW23-3 RS_15/32_10d@4 R1 .264 .121 58 NC NC 1.393 100 119 SW18-3 RS_15/32_10d@4 R1 .392 .18 58 NC NC 2.205 100 120 SW20-3 RS_15/32_10d@4 R1 .392 .18 64 NC NC 2.227 94 121 SW26-3 RS_15/32_10d@4 R1 .315 .145 58 NC NC 1.544 100 122 SW27-3 RS_15/32_10d@4 R1 .306 .141 64 NC NC 1.539 94 123 SW24-3 RS_15/32_10d@4 R1 .333 .153 58 NC NC 1.647 100 124 SW25-3 RS_15/32_10d@4 R1 .335 .154 64 NC NC 1.708 100 125 SW28-3 RS_15/32_10d@4 R1 .338 .156 58 NC NC 1.713 100 126 SW30-3 RS_15/32_10d@4 R1 .335 .154 64 NC NC 1.708 100 127 SW02-3 RS_15/32_10d@4 R1 .267 .123 64 NC NC .68 94 128 SW01-3 RS_15/32_10d@4 R1 .7 .322 61 NC NC 1.69 91 129 SW68-3 RS_15/32_10d@4 R1 .865 .398 55 NC NC 3.24 97 130 SW70-3 RS_15/32_10d@4 R1 .804 .37 61 NC NC 3.197 97 131 SW63-3 RS_15/32_10d@4 R1 .491 .226 63 NC NC .097 93 132 SW65-3 RS_15/32_10d@4 R1 .557 .256 87 NC NC NC NC 133 SW66-3 RS_15/32_10d@4 R1 .476 .219 57 NC NC .226 99 134 SW50-3 RS_15/32_10d@4 R1 .522 .24 60 NC NC .18 90 135 SW51-3 RS_15/32_10d@4 R1 .693 .319 78 NC NC NC NC 136 SW52-3 RS_15/32_10d@4 R1 .719 .331 84 NC NC NC NC 137 SW53-3 RS_15/32_10d@4 R1 .515 .237 54 NC NC .205 96 138 SW58-3 RS_15/32_10d@4 R1 .817 .376 58 NC NC 3.142 100 139 SW56-3 RS_15/32_10d@4 R1 .872 .401 64 NC NC 3.52 100 140 SW64-3 RS_15/32_10d@4 R1 .699 .322 81 NC NC NC NC 141 SW32-4 RS_15/32_10d@6 R1 .773 .24 63 NC NC 1.516 93 142 SW33-4 RS_15/32_10d@6 R1 .51 .158 57 NC NC .711 97 143 SW34-4 RS_15/32_10d@6 R1 .47 .146 57 NC NC .695 93 144 SW35-4 RS_15/32_10d@6 R1 .453 .14 63 NC NC .698 97 145 SW37-4 RS_15/32_10d@6 R1 .469 .145 63 NC NC .831 99 146 SW36-4 RS_15/32_10d@6 R1 .461 .143 63 NC NC .412 91 147 SW39-4 RS_15/32_10d@6 R1 .478 .148 64 NC NC .664 100 148 SW40-4 RS_15/32_10d@6 R1 .61 .189 60 NC NC .89 90 149 SW41-4 RS_15/32_10d@6 R1 .678 .21 60 NC NC .82 96 150 SW42-4 RS_15/32_10d@6 R1 .611 .189 60 NC NC .954 96 151 SW44-4 RS_15/32_10d@6 R1 .721 .224 54 NC NC NC NC 152 SW45-4 RS_15/32_10d@6 R1 .659 .204 60 NC NC 1.076 96 153 SW31-4 RS_15/32_10d@6 R1 .608 .189 63 NC NC .905 99 154 SW14-4 RS_15/32_10d@6 R1 .376 .116 79 NC NC .538 97 155 SW13-4 RS_15/32_10d@6 R1 .45 .14 81 NC NC .71 99 156 SW12-4 RS_15/32_10d@6 R1 .416 .129 58 NC NC 1.094 100 157 SW03-4 RS_15/32_10d@6 R1 .412 .128 58 NC NC 1.093 94 158 SW04-4 RS_15/32_10d@6 R1 .426 .132 88 NC NC .819 94 159 SW11-4 RS_15/32_10d@6 R1 .422 .131 64 NC NC 1.125 100 RISA-3D Version 15.0.1 Page 19 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 28 Company : Quantum Consulting Engineers Mar 14, 2017 3:26 PMDesigner : TJS Job Number : 16369.01 Checked By:_____ Model Name : Westgate Edmonds Wood Wall Panel In Plane Code Checks (AWC NDS-15: ASD) (Continued) Wall Panel Shear Panel Label Region Shear CheckShear Forc... Gov LC Hold-Down ...Tension Ch...Tie-Dow... Gov LC 160 SW10-4 RS_15/32_10d@6 R1 .422 .131 79 NC NC .521 97 161 SW22-4 RS_15/32_10d@6 R1 .537 .166 61 NC NC .881 100 162 SW38-4 RS_15/32_10d@6 R1 .371 .115 54 NC NC .61 90 163 SW05-4 RS_15/32_10d@6 R1 .624 .193 58 NC NC 1.211 94 164 SW09-4 RS_15/32_10d@6 R1 .517 .16 64 NC NC 1.207 100 165 SW06-4 RS_15/32_10d@6 R1 .537 .167 58 NC NC 1.224 100 166 SW08-4 RS_15/32_10d@6 R1 .533 .165 64 NC NC 1.22 100 167 SW07-4 RS_15/32_10d@6 R1 .51 .158 82 NC NC .625 100 168 SW43-4 RS_15/32_10d@6 R1 .573 .178 54 NC NC .885 90 169 SW29-4 RS_15/32_10d@6 R1 .642 .199 64 NC NC .901 94 170 SW15-4 RS_15/32_10d@6 R1 .151 .047 64 NC NC .237 94 171 SW16-4 RS_15/32_10d@6 R1 .146 .045 58 NC NC .246 100 172 SW17-4 RS_15/32_10d@6 R1 .335 .104 58 NC NC .782 100 173 SW19-4 RS_15/32_10d@6 R1 .332 .103 64 NC NC .737 94 174 SW21-4 RS_15/32_10d@6 R1 .152 .047 64 NC NC .238 94 175 SW23-4 RS_15/32_10d@6 R1 .218 .067 82 NC NC .288 94 176 SW18-4 RS_15/32_10d@6 R1 .316 .098 58 NC NC .69 100 177 SW20-4 RS_15/32_10d@6 R1 .322 .1 64 NC NC .698 94 178 SW26-4 RS_15/32_10d@6 R1 .15 .047 58 NC NC .261 100 179 SW27-4 RS_15/32_10d@6 R1 .154 .048 64 NC NC .256 100 180 SW24-4 RS_15/32_10d@6 R1 .167 .052 58 NC NC .308 100 181 SW25-4 RS_15/32_10d@6 R1 .182 .057 64 NC NC .342 100 182 SW28-4 RS_15/32_10d@6 R1 .169 .052 58 NC NC .339 100 183 SW30-4 RS_15/32_10d@6 R1 .182 .057 64 NC NC .342 100 184 SW02-4 RS_15/32_10d@6 R1 .2 .062 88 NC NC .061 100 185 SW01-4 RS_15/32_10d@6 R1 .568 .176 61 NC NC .812 97 186 SW68-4 RS_15/32_10d@6 R1 .816 .253 55 NC NC 2.27 97 187 SW70-4 RS_15/32_10d@6 R1 .785 .243 55 NC NC 2.144 97 188 SW61-4 RS_15/32_10d@6 R1 .529 .164 87 NC NC 1.492 87 189 SW60-4 RS_15/32_10d@6 R1 .495 .153 57 NC NC .961 93 190 SW56-4 RS_15/32_10d@6 R1 .888 .275 58 NC NC 2.489 100 191 SW46-4 RS_15/32_10d@6 R1 .628 .195 84 NC NC 1.804 84 192 SW58-4 RS_15/32_10d@6 R1 .842 .261 58 NC NC 2.374 100 193 SW47-4 RS_15/32_10d@6 R1 .476 .148 78 NC NC 1.321 78 RISA-3D Version 15.0.1 Page 20 [M:\...\...\...\Wood Design\170309_Westgate Edmonds - Wood Structure.rfl] WL - 29 1511 Third Avenue, Suite 323 Seattle, WA 98101 Project Westgate Job # 16369.01 Page of Client Studio Meng By KMZ Date 03/14/17 Subject Checked Date 33 39 63 64 65 66 CS16 CS16 CS16 CS16 CS16 CS16 HDU2 HDU2 HDU2 HDU2 HDU2 HDU2 2 34 36 41 44 51 52 61 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CMSTC16 CS16 CS16 HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 HDU4 15 16 21 23 29 35 37 46 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CMSTC16 CS16 CS16 CS16 CS16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 HDU5 HDU5 HDU5 HDU5 HDU5 HDU5 HDU5 HDU5 1 4 7 10 13 17 18 19 20 22 24 25 26 27 28 30 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CS16 CS16 CS16 CS16 CS16 CS16 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 31 38 40 42 43 47 50 53 54 55 57 58 59 60 62 69 70 CS16 CS16 CS16 CS16 CS16 CMSTC16 CMSTC16 CS16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CS16 CS16 CS16 CS16 CMSTC16 CMSTC16 CMSTC16 CS16 CMSTC16 CS16 CMSTC16 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 HDU8 3 5 6 8 9 11 12 14 32 45 48 49 56 67 68 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CS16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CMSTC16 CS16 CMSTC16 HDU11 HDU11 HDU11 HDU11 HDU11 HDU11 HDU11 HDU11 HDU11 HDU11 HDU11 HDU11 DF HDU11 HDU11 HDU11 T. 206.957.3900 F. 206.957.3901 WL - 30 1511 Third Avenue, Suite 323 T. 206.957.3900 Seattle, WA 98101 F. 206.957.3901 Project Westgate Job # 16369.01 Page of Client Studio Meng By KMZ Date 03/16/17 Subject Checked Date Per IBC 2015 & NDS 2012 Compression controlled by Plate Crushing (F c ┴A w ) Tension controlled by Holdown Rod Yielding (F y R y A s ) Fc┴=405 psi HF #2 Aw=5.25 in sq 2x4 Stud Fy=36000 psi ASTM A36 Ry=1.5 H1 (5) Studs 5/8 Φ Rod Compression =10,631 lb Tension =12,204 lb H2 (5) Studs 5/8 Φ Rod Compression =10,631 lb Tension =12,204 lb H3 (5) Studs 5/8 Φ Rod Compression =10,631 lb Tension =12,204 lb H4 (6) Studs 7/8 Φ Rod Compression =12,758 lb Tension =24,948 lb H5 (6) Studs 1 Φ Rod Compression =12,758 lb Tension =32,670 lb Maximum Deliverable Loads WL - 31 Earthbound Corporation 17361 Tye Street SE Monroe, WA 98272 Phone: 360-863-0722 Toll Free : 800-944-5669 Fax: 360-863-0724 ChubbyNut-5 : ACI 318 Appendix D Anchor Verification Calculations Step 2: Steel Strength of Anchor in Tension (Section D.5.1) Nsa = nAsefuta (Equation D-3) Number of anchors acting in tension = 1 do :0.625 in nt:11 A se :0.226 futa:60 kips Nsa :13.56 kips Φ :0.75 Steel Factor Φ Nsa :10.17 kips Step 4: Strength of Anchor in Tension (Section D.5.3) Np = 8Abrgf'c (Equation D-15) A brg:1.178 in2 (Area of ChubbyNut-5) Npn = Ψc,pN (Equation D-14) Ψc,p:1 (Section D.5.3.6) Npn:47.12 kips Φ :0.70 (Section D.4.3) Φ seis:0.75 Additional high Seismic Factor (Wind or Seismic Cat AB: = 1) Φ Npn:24.74 kips Φ Npn must be > Φ Nsa Step 1: Identified Input Variables / Anchor Selection Summary Concrete Design Condition:Cracked Anchor Rod Size:5/8 in Concrete Strength (pst):5000 Anchor Rod Grade:A36/A307 in Embed. Depth (hef):4.45 in Anchor Allow. Capacity (ASD):7,100 lbs. Min. Slab Depth (T):5.99 in Anchor Strength Design (LRFD):10,170 lbs. Min. Slab Edge Dist. (W):7.36 in Anchor Model:CN5 (ChubbyNut-5) Model Diameter:1.375 in Model Lip Ht.:0.188 in Printed from: http://www.ChubbySmack.com >> © 2017 Earthbound Corp., Domestic & Foreign: Patents Pending Step 3: Concrete Breakout Strength of Anchor in Tension (Section D.5.2) Ncb = A nc/AncoΨ ed,nΨc,nΨcp,nNb (Equation D-4) Number of influencing edges = 0 hef:4.45 in A Nco:178.22 in2 (Equation D-6) A nc:216.83 in2 Ψed,N:1.00 (Equation D-10 or D-11) Ψc,N:1.00 (Sect. D.5.2.6 - Note Cracking Controlled by D.5.2.6) Ψcp,N:1.00 (Equation D-12 or D-13) Nb= Kc√f'chef 1.5 (Equation D-7 if hef < 11 in) Nb= Kc√f'chef 5/3 (Equation D-8 if 11 ≤ hef ≤ 25 in) kc:24 (Section D.5.2.6) kc = (24 if hef < 11 OR 16 if hef ≥ 11 in.) f'c:5000 psi Nb :15.93 kips Ncb:19.38 kips (Equation D-4) Φ c:0.70 (Section D.4.3) Φ seis :0.75 Additional High Seismic Factor (Wind/Seismic Cat AB: = 1) Φ Ncb:10.17 kips Φ Ncb must be > Φ Nsa Assembly No.: CNSCR5 [Black] Breakout Cone STEEL STRENGTH GOVERNS H3 (HDU5) H1 (HDU2) H2 (HDU4) WL - 32 Earthbound Corporation 17361 Tye Street SE Monroe, WA 98272 Phone: 360-863-0722 Toll Free : 800-944-5669 Fax: 360-863-0724 ChubbyNut-7 : ACI 318 Appendix D Anchor Verification Calculations Step 2: Steel Strength of Anchor in Tension (Section D.5.1) Nsa = nAsefuta (Equation D-3) Number of anchors acting in tension = 1 do :0.875 in nt:9 A se :0.462 futa:60 kips Nsa :27.72 kips Φ :0.75 Steel Factor Φ Nsa :20.79 kips Step 4: Strength of Anchor in Tension (Section D.5.3) Np = 8Abrgf'c (Equation D-15) A brg:1.986 in2 (Area of ChubbyNut-7) Npn = Ψc,pN (Equation D-14) Ψc,p:1 (Section D.5.3.6) Npn:79.44 kips Φ :0.70 (Section D.4.3) Φ seis:0.75 Additional high Seismic Factor (Wind or Seismic Cat AB: = 1) Φ Npn:41.71 kips Φ Npn must be > Φ Nsa Step 1: Identified Input Variables / Anchor Selection Summary Concrete Design Condition:Cracked Anchor Rod Size:7/8 in Concrete Strength (pst):5000 Anchor Rod Grade:A36/A307 in Embed. Depth (hef):7.35 in Anchor Allow. Capacity (ASD):14,530 lbs. Min. Slab Depth (T):9.07 in Anchor Strength Design (LRFD):20,780 lbs. Min. Slab Edge Dist. (W):11.93 in Anchor Model:CN7 (ChubbyNut-7) Model Diameter:1.815 in Model Lip Ht.:0.27 in Printed from: http://www.ChubbySmack.com >> © 2017 Earthbound Corp., Domestic & Foreign: Patents Pending Step 3: Concrete Breakout Strength of Anchor in Tension (Section D.5.2) Ncb = A nc/AncoΨ ed,nΨc,nΨcp,nNb (Equation D-4) Number of influencing edges = 0 hef:7.35 in A Nco:486.20 in2 (Equation D-6) A nc:569.54 in2 Ψed,N:1.00 (Equation D-10 or D-11) Ψc,N:1.00 (Sect. D.5.2.6 - Note Cracking Controlled by D.5.2.6) Ψcp,N:1.00 (Equation D-12 or D-13) Nb= Kc√f'chef 1.5 (Equation D-7 if hef < 11 in) Nb= Kc√f'chef 5/3 (Equation D-8 if 11 ≤ hef ≤ 25 in) kc:24 (Section D.5.2.6) kc = (24 if hef < 11 OR 16 if hef ≥ 11 in.) f'c:5000 psi Nb :33.82 kips Ncb:39.62 kips (Equation D-4) Φ c:0.70 (Section D.4.3) Φ seis :0.75 Additional High Seismic Factor (Wind/Seismic Cat AB: = 1) Φ Ncb:20.80 kips Φ Ncb must be > Φ Nsa Assembly No.: CNSCR7 [Blue] Breakout Cone STEEL STRENGTH GOVERNS H4 (HDU8) WL - 33 Earthbound Corporation 17361 Tye Street SE Monroe, WA 98272 Phone: 360-863-0722 Toll Free : 800-944-5669 Fax: 360-863-0724 ChubbyNut-8 : ACI 318 Appendix D Anchor Verification Calculations Step 2: Steel Strength of Anchor in Tension (Section D.5.1) Nsa = nAsefuta (Equation D-3) Number of anchors acting in tension = 1 do :1 in nt:8 A se :0.606 futa:60 kips Nsa :36.36 kips Φ :0.75 Steel Factor Φ Nsa :27.27 kips Step 4: Strength of Anchor in Tension (Section D.5.3) Np = 8Abrgf'c (Equation D-15) A brg:2.596 in2 (Area of ChubbyNut-8) Npn = Ψc,pN (Equation D-14) Ψc,p:1 (Section D.5.3.6) Npn:103.84 kips Φ :0.70 (Section D.4.3) Φ seis:0.75 Additional high Seismic Factor (Wind or Seismic Cat AB: = 1) Φ Npn:54.52 kips Φ Npn must be > Φ Nsa Step 1: Identified Input Variables / Anchor Selection Summary Concrete Design Condition:Cracked Anchor Rod Size:1 in Concrete Strength (pst):5000 Anchor Rod Grade:A36/A307 in Embed. Depth (hef):8.85 in Anchor Allow. Capacity (ASD):19,060 lbs. Min. Slab Depth (T):10.57 in Anchor Strength Design (LRFD):27,260 lbs. Min. Slab Edge Dist. (W):14.31 in Anchor Model:CN8 (ChubbyNut-8) Model Diameter:2.075 in Model Lip Ht.:0.278 in Printed from: http://www.ChubbySmack.com >> © 2017 Earthbound Corp., Domestic & Foreign: Patents Pending Step 3: Concrete Breakout Strength of Anchor in Tension (Section D.5.2) Ncb = A nc/AncoΨ ed,nΨc,nΨcp,nNb (Equation D-4) Number of influencing edges = 0 hef:8.85 in A Nco:704.90 in2 (Equation D-6) A nc:819.39 in2 Ψed,N:1.00 (Equation D-10 or D-11) Ψc,N:1.00 (Sect. D.5.2.6 - Note Cracking Controlled by D.5.2.6) Ψcp,N:1.00 (Equation D-12 or D-13) Nb= Kc√f'chef 1.5 (Equation D-7 if hef < 11 in) Nb= Kc√f'chef 5/3 (Equation D-8 if 11 ≤ hef ≤ 25 in) kc:24 (Section D.5.2.6) kc = (24 if hef < 11 OR 16 if hef ≥ 11 in.) f'c:5000 psi Nb :44.68 kips Ncb:51.94 kips (Equation D-4) Φ c:0.70 (Section D.4.3) Φ seis :0.75 Additional High Seismic Factor (Wind/Seismic Cat AB: = 1) Φ Ncb:27.27 kips Φ Ncb must be > Φ Nsa Assembly No.: CNSCR8 [Yellow] Breakout Cone STEEL STRENGTH GOVERNS H5 (HDU11) WL - 34 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 WESTGATE VILLAGE EDMONDS WAY EDMONDS, WA 98020 Quantum Job Number: 16369.01 CONCRETE DESIGN: PART B 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 WESTGATE VILLAGE EDMONDS WAY EDMONDS, WA 98020 Quantum Job Number: 16369.01 CONCRETE DESIGN: POST-TENSIONED SLABS 170311_Westgate Edmonds - L2 PT Design.cpt 3/16/2017 RAM Concept © 2016 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 6.0.1 Westgate Edmonds Level Post-Tensioned Slab Design QCE #16369.01 2 PT - 1 Geometry Units Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Units Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Units Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/º Line Moment Spring: k/º Area Moment Spring: k/ftº Slab Analysis Units Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Units Concrete Volume: yd³ Reinforcing Area: in² PT Force: Kips Reinforcement Weight: tons Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Units Floor Area: ft² Density: pcf Elongations: inches Tendon Angles (for friction): radians 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Units Units - 2 PT - 2 Positive Loads Positive Analysis Positive Reactions 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Signs Signs - 3 PT - 3 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Ec Calc User Eci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 Code 2500000 3000000 5000 psi (2) 145 150 3750 5000 4558 6399 0.2 Code 2500000 3000000 4000 psi (2) 145 150 3000 4000 3725 4975 0.2 Code 2500000 3000000 PT Systems System Name Type Aps (in²) Eps (ksi) fse (ksi) fpy (ksi) fpu (ksi) Duct Width (inches) Strands Per Duct Min Radius (feet) ½" Unbonded unbonded 0.153 28000 175 243 270 0.5 1 6 ½" Bonded bonded 0.153 28000 160 243 270 3 4 6 0.6" Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8 0.6" Bonded bonded 0.217 28000 160 243 270 4 4 8 PT Stressing Parameters System Name Jacking Stress (ksi) Seating Loss (inches) Anchor Friction Wobble Friction (1/feet) Angular Friction (1/radians) Long-Term Losses (ksi) ½" Unbonded 216 0.25 0 0.0014 0.07 12 ½" Bonded 216 0.25 0.02 0.001 0.2 22 0.6" Unbonded 216 0.25 0 0.0014 0.07 22 0.6" Bonded 216 0.25 0.02 0.001 0.2 22 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi) Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Materials Materials - 4 PT - 4 SSR Systems SSR System Name Stud Area (in²) Head Area (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacing Rounding Increment (inches) Min Studs Per Rail System Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail Ancon Shearfix Auto-Size0.1217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 10 mm0.1217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 12 mm0.1753 1.578 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 14 mm0.2386 2.147 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 16 mm0.3116 2.805 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 20 mm0.4869 4.383 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 24 mm0.7012 6.311 0.5906 None 72.52 0.03937 2 Rail 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Materials (2) Materials - 5 PT - 5 Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Balanced Load (transfer) Balance (transfer) Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Construction Dead Load Stressing Dead Normal 1 1 Dead Load Dead Normal 1 1 Dead Load (transfer) Dead (transfer) Normal 1 1 Live Load Reducible Live (Reducible) Normal 1 0 Live Load Reducible (transfer) Live (Reducible) (transfer) Normal 1 0 Live Load Unreducible Live (Unreducible) Normal 1 0 Partition Load Live (Unreducible) Normal 1 0 Live Load Unreducible (transfer) Live (Unreducible) (transfer) Normal 1 0 Live Load Storage Live (Storage) Normal 1 0 Live Load Storage (transfer) Live (Storage) (transfer) Normal 1 0 Live Load Roof Live (Roof) Normal 1 0 Live Load Roof (transfer) Live (Roof) (transfer) Normal 1 0 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Loadings Loadings - 6 PT - 6 All Dead LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Balanced Load (transfer) 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Construction Dead Load 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Live Load Reducible 1 0 Live Load Reducible (transfer) 1 0 Live Load Unreducible 1 0 Live Load Unreducible (transfer) 1 0 Live Load Storage 1 0 Live Load Storage (transfer) 1 0 Balanced Load (transfer) 1 1 Partition Load 1 0 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Load Combinations Load Combinations - 7 PT - 7 Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Live Load Roof 1 0 Live Load Roof (transfer) 1 0 Balanced Load (transfer) 1 1 Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Balanced Load (transfer) 1 1 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Live Load Reducible 0.75 0 Live Load Reducible (transfer) 0.75 0 Live Load Unreducible 0.75 0 Live Load Unreducible (transfer) 0.75 0 Live Load Storage 0.75 0 Live Load Storage (transfer) 0.75 0 Live Load Roof 0.75 0 Live Load Roof (transfer) 0.75 0 Balanced Load (transfer) 1 1 Partition Load 0.75 0 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Load Combinations (2) Load Combinations - 8 PT - 8 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Live Load Reducible 0.75 0 Live Load Reducible (transfer) 0.75 0 Live Load Unreducible 0.75 0 Live Load Unreducible (transfer) 0.75 0 Live Load Storage 0.75 0 Live Load Storage (transfer) 0.75 0 Balanced Load (transfer) 1 1 Partition Load 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Live Load Reducible 0.5 0.5 Live Load Reducible (transfer) 0.5 0.5 Live Load Unreducible 0.5 0.5 Live Load Unreducible (transfer) 0.5 0.5 Live Load Storage 1 1 Live Load Storage (transfer) 1 1 Live Load Roof 0.5 0.5 Live Load Roof (transfer) 0.5 0.5 Balanced Load (transfer) 1 1 Partition Load 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 Dead Load 1.4 0.9 Dead Load (transfer) 1.4 0.9 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Load Combinations (3) Load Combinations - 9 PT - 9 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Dead Load 1.2 0.9 Dead Load (transfer) 1.2 0.9 Live Load Reducible 1.6 0 Live Load Reducible (transfer) 1.6 0 Live Load Unreducible 1.6 0 Live Load Unreducible (transfer) 1.6 0 Live Load Storage 1.6 0 Live Load Storage (transfer) 1.6 0 Live Load Roof 0.5 0 Live Load Roof (transfer) 0.5 0 Partition Load 1.6 0 Factored LC: 1.2D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Dead Load 1.2 0.9 Dead Load (transfer) 1.2 0.9 Live Load Reducible 0.5 0 Live Load Reducible (transfer) 0.5 0 Live Load Unreducible 1 0 Live Load Unreducible (transfer) 1 0 Live Load Storage 1 0 Live Load Storage (transfer) 1 0 Live Load Roof 1.6 0 Live Load Roof (transfer) 1.6 0 Partition Load 1 0 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Load Combinations (4) Load Combinations - 10 PT - 10 Factored LC: 1.2D + 1.6L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Dead Load 1.2 0.9 Dead Load (transfer) 1.2 0.9 Live Load Reducible 1.6 0 Live Load Reducible (transfer) 1.6 0 Live Load Unreducible 1.6 0 Live Load Unreducible (transfer) 1.6 0 Live Load Storage 1.6 0 Live Load Storage (transfer) 1.6 0 Partition Load 1.6 0 Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Dead Load 1.2 0.9 Dead Load (transfer) 1.2 0.9 Live Load Reducible 0.5 0 Live Load Reducible (transfer) 0.5 0 Live Load Unreducible 1 0 Live Load Unreducible (transfer) 1 0 Live Load Storage 1 0 Live Load Storage (transfer) 1 0 Partition Load 1 0 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Load Combinations (5) Load Combinations - 11 PT - 11 Code Minimum Design 318-11 Min. Reinforcement User Minimum Design Specified Min. Reinforcement Initial Service Design 318-11 Initial Service Design Service Design 318-11 Service Design Include detailed section analysis Sustained Service Design 318-11 Sustained Service Design Strength Design 318-11 Strength Design Punching Shear Design Ductility Design 318-11 Ductility Design 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Design Rules Design Rules - 12 PT - 12 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb)R1 × max(La,Lb)*R1 × max(Lb,5Lc)*R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Detailing Rules Detailing Rules - 13 PT - 13 b=18 d=12 5000 psi b=18 d=12 4000 psi b=18 d=12 5000 psi b=24 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=24 d=12 5000 psi b=24 d=12 5000 psi b=18 d=12 4000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=24 d=12 5000 psi b=24 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=24 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 4000 psi b=18 d=12 5000 psi b=16 d=10 5000 psi b=16 d=10 5000 psi b=18 d=12 5000 psi b=12 d=12 5000 psi b=18 d=12 5000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=8 4000 psi t=8 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=8 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=9 TOC=-3 5000 psi t=9 TOC=-3 5000 psi t=27 TOC=-2 5000 psi t=9 TOC=-2 5000 psi t=9 TOC=-3 5000 psi t=27 TOC=-2 5000 psi t=9 TOC=-3 5000 psi t=9 TOC=-3 5000 psi t=9 TOC=-3 5000 psi t=12 TOC=0 5000 psi t=27 TOC=-3 5000 psi t=9 TOC=-3 5000 psi 24 x 3 0 50 0 0 p s i 3 0 x 3 0 5 0 0 0 p s i 3 0 x 3 0 5 0 0 0 p s i 60 x 30 5000 psi 6 0 x 3 0 5 0 0 0 p s i 3 0 x 3 0 5 0 0 0 p s i 60 x 3 0 50 0 0 p s i 6 0 x 3 0 5 0 0 0 p s i 3 0 x 2 8 5 0 0 0 p s i 60 x 30 5000 psi 60 x 3 0 50 0 0 p s i 60 x 3 0 50 0 0 p s i 3 0 x 3 0 5 0 0 0 p s i 60 x 3 0 50 0 0 p s i 60 x 3 0 50 0 0 p s i 1 2 x 2 7 5 0 0 0 p s i 60 x 3 0 50 0 0 p s i 1 2 x 3 0 5 0 0 0 p s i 1 2 x 3 0 5 0 0 0 p s i 60 x 3 0 50 0 0 p s i 1 2 x 3 0 5 0 0 0 p s i 1 2 x 2 7 5 0 0 0 p s i Mesh Input: Beams; Beam Hatching; Beam Dimensions; Beam Concrete Models; Slab Areas; Slab AreaT hicknesses; Slab Area Elevations; Slab Area Concrete Models; Slab Openings; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Walls Below; Wall Thicknesses; Wall Concrete Models; Columns Below; Column Dimensions; Column Concrete Models; Point Springs; Point Spring Icons; Point Spring Values; Line Springs; Line Spring Icons; Line Spring Values; Area Springs; Area Spring Icons; Area Spring Values; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Mesh Input: Standard Plan Mesh Input: Standard Plan - 14 PT - 14 b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=12 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=9 TOC=-3 5000 psi t=9 TOC=-3 5000 psi t=9 TOC=-3 5000 psi t=9 TOC=-3 5000 psi t=9 TOC=-3 5000 psi t=9 TOC=-3 5000 psi Mesh Input: Beams; Beam Hatching; Beam Dimensions; Beam Concrete Models; Slab Areas; Slab AreaT hicknesses; Slab Area Elevations; Slab Area Concrete Models; Slab Openings; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Walls Below; Wall Thicknesses; Wall Concrete Models; Columns Below; Column Dimensions; Column Concrete Models; Point Springs; Point Spring Icons; Point Spring Values; Line Springs; Line Spring Icons; Line Spring Values; Area Springs; Area Spring Icons; Area Spring Values; User Notes; User Lines; User Dimensions; 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Mesh Input: Standard Plan (2) Mesh Input: Standard Plan - 15 PT - 15 Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Area Springs; Area Spring Icons; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Element: Standard Plan Element: Standard Plan - 16 PT - 16 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Element: Standard Plan (2) Element: Standard Plan - 17 PT - 17 t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=8 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=8 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=8 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 4000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=24 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=24 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=24 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 4000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=24 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=24 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=24 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 4000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=16 d=10 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=16 d=10 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=12 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Concrete Models; Column Elements Below; Column Element Dimensions; Column Element Heights; Column Element Fixity; Column Element Concrete Models; Point Springs; Point Spring Icons; Point Spring Values; Point Spring Elevations; Line Springs; Line Spring Icons; Line Spring Values; Line Spring Elevations; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Element: Supports Below Slab Summary Plan Element: Supports Below Slab Summary Plan - 18 PT - 18 t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi t=10 h=13 Pin,Pin,Comp Shear 4000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=12 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi b=18 d=12 h=13 Fix,Pin,Comp I Factor=0.7 5000 psi Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Concrete Models; Column Elements Below; Column Element Dimensions; Column Element Heights; Column Element Fixity; Column Element Concrete Models; Point Springs; Point Spring Icons; Point Spring Values; Point Spring Elevations; Line Springs; Line Spring Icons; Line Spring Values; Line Spring Elevations; 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Element: Supports Below Slab Summary Plan (2) Element: Supports Below Slab Summary Plan - 19 PT - 19 #1 Fz=0.3 Fz=0.3#2Fz=0.3 Fz=0.3 #3 Fz=0.3 Fz=0.3 #4Fz=0.3 Fz=0.3 #5 Fz=0.3 Fz=0.3 #6 Fz=0.3 Fz=0.3 #7Fz=0.3 Fz=0.3 #8 Fz=0.3 Fz=0.3 #9Fz=0.3 Fz=0.3 #10Fz=0.3 Fz=0.3 #11 Fz=0.3 Fz=0.3 #12Fz=0.3 Fz=0.3 #13Fz=0.3 Fz=0.3 #14Fz=0.3 Fz=0.3 #15Fz=0.3 Fz=0.3 #16Fz=0.3 Fz=0.3 #17 Fz=0.3 Fz=0.3 #18 Fz=0.3 Fz=0.3 #19Fz=0.3 Fz=0.3 #20 Fz=0.3 Fz=0.3 #21 Fz=0.3 Fz=0.3 #22 Fz=0.3 Fz=0.3 #23 Fz=0.3 Fz=0.3 #24 Fz=0.3 Fz=0.3 #25 Fz=0.3 Fz=0.3 #26 Fz=0.3 Fz=0.3 #27Fz=0.3 Fz=0.3 #28Fz=0.3 Fz=0.3 #29 Fz=0.3 Fz=0.3Fz=0.3 Fz=0.3 Fz=10 Fz=10 Fz=10 Fz=10 Fz=15 Fz=15 Fz=15 Fz=15 Fz=10 Fz=10 Fz=10 Fz=10 Fz=15 Fz=15 Fz=15 Fz=15 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=120Fz=120 Fz=120 Fz=120 Fz=120 Fz=120 Fz=120 Fz=120Fz=120 Fz=120 Fz=120 Fz=120 Fz=120 Fz=120 Fz=120 Fz=120 Fz=120 Fz=120 Fz=120Fz=120 Fz=120Fz=120 Fz=120Fz=120 Fz=120Fz=120 Fz=120Fz=120 Fz=120Fz=120 Fz=120Fz=120 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Dead Load: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Numbers; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Mesh Input: Walls Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Dead Load: All Loads Plan Dead Load: All Loads Plan - 20 PT - 20 #30 Fz=0.3 #31 Fz=0.3 #32 Fz=0.3 Fz=0.3 #33Fz=0.3 Fz=0.3 #34 Fz=0.3 Fz=0.3 #35 Fz=0.3 Fz=0.3 #36Fz=0.3 Fz=0.3 #37Fz=0.3 Fz=0.3 #38 Fz=0.3 Fz=0.3 #39 Fz=0.3 Fz=0.3 #40Fz=0.3 Fz=0.3 #41Fz=0.3 Fz=0.3 #42Fz=0.3 Fz=0.3 #43Fz=0.3 Fz=0.3 #44 Fz=0.3 Fz=0.3 #45 Fz=0.3 Fz=0.3 #46 Fz=0.3 Fz=0.3 Fz=120 Fz=120 Fz=120 Fz=120 Fz=120 Fz=120Fz=120 Fz=120Fz=120 Fz=120Fz=120 Fz=120Fz=120 Fz=120Fz=120 Fz=120 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Fz=15 Fz=15 Fz=15 Fz=15 Fz=15 Fz=15 Fz=15 Fz=15 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Dead Load: All Loads Plan (2) Dead Load: All Loads Plan - 21 PT - 21 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=100Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Live Load Unreducible: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Live Load Unreducible: All Loads Plan Live Load Unreducible: All Loads Plan - 22 PT - 22 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 Fz=60 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Live Load Unreducible: All Loads Plan (2) Live Load Unreducible: All Loads Plan - 23 PT - 23 0 0 0 -0.03 -0.03 0 -0.03 -0.03 -0.09 0 -0.09 -0.03 0 -0.06 -0.12 -0.09 -0.12 -0.03 -0.12 -0.03 0 -0.12 0 0.06 0 0.06 0 0 0.09 0.03 0 0 0 0 -0.03 0 0 0 0 0 0 -0.06 0 -0.06 0 0 0 0 -0.06 -0.09 -0.03 0 -0.03 0 0.03 0 -0.06 0 -0.12 0 -0.03 -0.12 -0.03 0.03 0 0.03 -0.06 0.03 0 -0.06 -0.03 0 0 0 0 0 0 0.03 0 0 -0.03 0 0 -0.03 0 0 -0.03 0 0 -0.03 0 -0.03 -0.03 0 Initial Service LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 Initial Service LC - Vertical Deflection Plot (Maximum Values) -0.12 -0.09 -0.06 -0.03 0 0.03 0.06 0.09 0.12 Min Value = -0.1304 inches @ (80.55,48.49) Max Value = 0.1412 inches @ (234.4,82.42) 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Initial Service LC: Max Deflection Plan Initial Service LC: Max Deflection Plan - 24 PT - 24 -0.03 -0.03 0 0 0 -0.03 0 0 -0.03 0 0 0 0 0 0 0 0 0 -0.03 0 0 0 0 0 0 0 0 0.03 0.03 -0.03-0.03 0.12 0.09 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Initial Service LC: Max Deflection Plan (2) Initial Service LC: Max Deflection Plan - 25 PT - 25 0.1 0.1 0.05 0.1 0.1 0.05 0.05 0.1 0.15 0.2 0.15 0.15 0.05 0.1 0.1 0 0.15 0.05 0.1 0.05 0.15 0.1 0.15 0.15 0.15 0.05 0.1 0.2 0.15 0.05 0.1 0.1 0.05 0.15 0.15 0.05 0 0.2 0.05 0.05 0.25 0.1 0 0 0.05 0.2 0.15 0.05 0 0.05 0.15 0 0.2 0.05 0.05 0.05 0.05 0.15 0.1 0.1 0 0 0.25 0 0.25 0 0.3 0.3 0.3 0.05 0.35 0.25 0.1 0.05 0.35 0.25 0.05 0.25 0.2 0 0.2 0 0.2 0.15 0.1 0.2 0 0.1 0.15 0.1 0.4 0.25 0.1 0.05 0.2 0.1 0.3 0.2 0.05 0.2 0.25 0.15 0 0.2 0.1 0.05 0 0 0 0.05 0.1 0.1 0.2 0.1 0.05 0.1 Service LC: D + L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 Service LC: D + L - Vertical Deflection Plot (Maximum Values) 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 Min Value = -0.03395 inches @ (151.4,53.24) Max Value = 0.4257 inches @ (103.9,32.91) 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Service LC: D + L: Max Deflection Plan Service LC: D + L: Max Deflection Plan - 26 PT - 26 0 0.15 0.2 0.1 0 0.25 0 0 0 0.2 0.05 0.05 0 0.25 0.2 0 0 0 0.2 0.2 0 0.05 0.15 0.2 0 0.1 0.05 0.05 0 0.05 0 0.05 0 0 0.15 0.1 0.05 0.05 0.15 0 0.1 0 0.1 0.05 0 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 0.05 0 0 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Service LC: D + L: Max Deflection Plan (2) Service LC: D + L: Max Deflection Plan - 27 PT - 27 0 25 0 75 0 25 25 50 0 0 0 0 0 0 0 0 25 25 50 0 0 25 75 0 0 0 0 -75 0 -50 0 0 0 50 0 0 100 0 50 -50 50 25 25 25 100 25 75 75 0 0 0 0 0 25 0 0 0 0 25 25 0 25 0 0 25 -2525 0 0 0 0 25 0 0 0 0 25 0 25 25 50 0 25 0 0 25 0 0 0 75 25 25 0 50 0 25 0 25 0 50 0 0 50 0 0 0 25 50 0 0 75 -25 0 0 0 25 0 0 0 0 25 0 0 0 25 02550-10025 75 0 0 0 0 0 0 0 0 0 0 0 0 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 5 Kips Min Value = -163.6 Kips @ (113.6,93.9) Max Value = 124.8 Kips @ (113.5,93.37) 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan - 28 PT - 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan (2) Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan - 29 PT - 29 0 0 0 25 0 50 0 0 25 0 25 25 0 0 75 0 0 25 0 75 50 75 25 50 50 25 50 50 0 50 0 0 0 -25 0 0 50 0 50 0 0 0 00 0 0 0 25 0 75 5025 -25 250 0 0 0 0 0 50 0 0 0 0 25 25 0 -50 0 0 0 0 0 25 0 2525 25 0 0 -25 0 0 0 25 0 0 0 0 0 0 0 50 0 0 25 0 0 0 0 0 25 25 0 0 0 0 25 50 25 50 0 25 0 25 25 25 0 25 0 50 25 0 0 0 0 0 0 0 2550 12550 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 5 Kips Min Value = -84.2 Kips @ (59.51,40.65) Max Value = 188.5 Kips @ (113.4,93.46) 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan - 30 PT - 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan (2) Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan - 31 PT - 31 R S Fz = 8 5 . 8 R S Fz=50.3 R S Fz=-50 R S Fz = 1 7 2 R S Fz = 1 9 . 7 R S Fz=204 R S F z = 2 3 . 2 RS Fz =12 7 R S F z = 3 3 9 R S Fz = 3 . 2 9 R S F z = 5 1 0 R S F z = 7 5 . 6 RS Fz =29 6 R S Fz=36.5 R S F z = 7 8 . 1 RS Fz =91 . 2 R S F z = - 1 . 8 7 R S F z = 1 0 8 RS Fz =72 . 4 R S Fz=289 R S Fz=18.4 R S Fz=777 R S Fz=81.8 R S Fz = 4 9 S R S Fz = 4 2 . 9 R S Fz=161 R S Fz=18 R S Fz=356 R S Fz = 2 2 3 R S Fz = 2 2 4 R S Fz=31 R S Fz=29.1 RS Fz =43 8 R S Fz = 4 4 7 R S Fz = 1 2 2 R S Fz = 2 5 4 R S Fz=18.4 RS Fz =51 9 R S Fz=362 R S Fz=30.1 R S Fz = 1 9 3 RS Fz =63 4 R S Fz=19.8 R S Fz = 3 0 . 9 R S Fz = 4 7 R S Fz=84.2 R S Fz=32.5 R S Fz = 3 7 6 R S Fz = 2 7 . 9 R S Fz = 2 9 1 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 Factored LC: 1.2D + 1.6L + 0.5Lr - Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fz)(Standard Context) 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Factored LC: 1.2D + 1.6L + 0.5Lr: Std Reactions Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Std Reactions Plan - 32 PT - 32 R S Fz=48.1 R S Fz = 5 0 . 1 R S Fz=33.8 R S Fz=63.1 R S F z = 1 4 7 R S Fz = 8 5 . 2 R S F z = 4 4 . 3 R S Fz=65.8 R S Fz = 1 7 9 R S Fz = 2 9 8 R S Fz = 3 0 9 R S Fz = 2 7 5 R S Fz = 9 2 . 7 R S Fz=73.7 R S Fz = 2 5 4 R S Fz = 2 2 7 R S Fz=69.5 R S Fz = 3 0 0 R S Fz=68.8 R S Fz = - 1 . 9 7 R S Fz = 9 6 . 5 R S Fz = 5 9 . 8 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Factored LC: 1.2D + 1.6L + 0.5Lr: Std Reactions Plan (2) Factored LC: 1.2D + 1.6L + 0.5Lr: Std Reactions Plan - 33 PT - 33 -1100% DL Balanced -5400% DL + RLL Balanced 130% DL Balanced 100% DL + RLL Balanced 60% DL Balanced 44% DL + RLL Balanced 81% DL Balanced60% DL + RLL Balanced 88% DL Balanced 64% DL + RLL Balanced 82% DL Balanced60% DL + RLL Balanced 69% DL Balanced 50% DL + RLL Balanced 70% DL Balanced 51% DL + RLL Balanced 85% DL Balanced 63% DL + RLL Balanced 110% DL Balanced 86% DL + RLL Balanced 130% DL Balanced 100% DL + RLL Balanced -100% DL Balanced -71% DL + RLL Balanced 1 1 0 % D L B a l a n c e d 8 4 % D L + R L L B a l a n c e d 71% DL Balanced 53% DL + RLL Balanced 1 0 0 % D L B a l a n c e d 7 9 % D L + R L L B a l a n c e d 8 7 % D L B a l a n c e d 6 6 % D L + R L L B a l a n c e d 20% DL Balanced 16% DL + RLL Balanced 1 0 0 % D L B a l a n c e d 7 7 % D L + R L L B a l a n c e d 8 7 % D L B a l a n c e d 6 6 % D L + R L L B a l a n c e d 110% DL Balanced 82% DL + RLL Balanced -290% DL Balanced -300% DL + RLL Balanced 1 0 0 % D L B a l a n c e d 7 7 % D L + R L L B a l a n c e d 9 1 % D L B a l a n c e d 6 9 % D L + R L L B a l a n c e d 49% DL Balanced36% DL + RLL Balanced 56% DL Balanced 41% DL + RLL Balanced 62% DL Balanced 46% DL + RLL Balanced 2 % D L B a l a n c e d 1 .5 % D L + R L L B a l a n c e d 2 0 % D L B a l a n c e d 1 5 % D L + R L L B a l a n c e d 5 9 % D L B a l a n c e d 4 4 % D L + R L L B a l a n c e d 1 1 0 % D L B a l a n c e d 8 5 % D L + R L L B a l a n c e d 58% DL Balanced 43% DL + RLL Balanced 40% DL Balanced 29% DL + RLL Balanced Design Strip: Latitude Span Boundaries; Latitude SSs; Latitude DSs; Latitude Strip Boundaries; Latitude SSSs; SSS Balance Percentages; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Mesh Input: Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 34 PT - 34 62% DL Balanced 46% DL + RLL Balanced 60% DL Balanced 44% DL + RLL Balanced 61% DL Balanced 45% DL + RLL Balanced 78% DL Balanced 57% DL + RLL Balanced 40% DL Balanced 29% DL + RLL Balanced 57% DL Balanced 42% DL + RLL Balanced 67% DL Balanced49% DL + RLL Balanced 79% DL Balanced 58% DL + RLL Balanced 76% DL Balanced 56% DL + RLL Balanced 54% DL Balanced 39% DL + RLL Balanced 66% DL Balanced 48% DL + RLL Balanced 72% DL Balanced 53% DL + RLL Balanced 82% DL Balanced 60% DL + RLL Balanced -31% DL Balanced -23% DL + RLL Balanced 4.5% DL Balanced 3.3% DL + RLL Balanced 0.99% DL Balanced 0.74% DL + RLL Balanced 220% DL Balanced 160% DL + RLL Balanced 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Design Strip: Latitude Design Spans Plan (2) Design Strip: Latitude Design Spans Plan - 35 PT - 35 23 % D L B a l a n c e d 17 % D L + R L L B a l a n c e d -6 .4 % D L B a l a n c e d -4 .7 % D L + R L L B a l a n c e d 16 0 % D L B a l a n c e d 12 0 % D L + R L L B a l a n c e d 1 5 0 % D L B ala n c e d 1 2 0 % D L + R L L B ala n c e d 5 8 % D L B ala n c e d 4 5 % D L + R L L B ala n c e d 3 8 % D L B ala n c e d 3 0 % D L + R L L B ala n c e d 1 8 0 % D L B ala n c e d 1 4 0 % D L + R L L B ala n c e d 8 5 % D L B a l a n c e d 6 2 % D L + R L L B a l a n c e d 6 4 % D L B a l a n c e d 4 7 % D L + R L L B a l a n c e d 8 2 % D L B a l a n c e d 5 8 % D L + R L L B a l a n c e d 1 1 0 % D L B a l a n c e d 7 9 % D L + R L L B a l a n c e d 7 2 % D L B a l a n c e d 5 2 % D L + R L L B a l a n c e d 8 4 % D L B ala n c e d 6 0 % D L + R L L B ala n c e d 8 0 % D L B ala n c e d 5 8 % D L + R L L B ala n c e d 6 5 % D L B ala n c e d 4 6 % D L + R L L B ala n c e d 4 3 0 % D L B a l a n c e d 4 3 0 % D L + R L L B a l a n c e d 6 5 % D L B a l a n c e d 4 7 % D L + R L L B a l a n c e d 7 1 % D L B a l a n c e d 5 2 % D L + R L L B a l a n c e d 1 1 0 % D L B a l a n c e d 8 3 % D L + R L L B a l a n c e d 8 7 % D L B ala n c e d 6 4 % D L + R L L B ala n c e d 8 7 % D L B al a n c e d 6 4 % D L + R L L B al a n c e d 8 4 % D L B a l a n c e d 6 1 % D L + R L L B a l a n c e d 6 0 % D L B a l a n c e d 4 4 % D L + R L L B a l a n c e d 2 4 % D L B a l a n c e d 1 7 % D L + R L L B a l a n c e d 7 5 % D L B ala n c e d 5 4 % D L + R L L B ala n c e d 8 3 % D L B ala n c e d 6 0 % D L + R L L B ala n c e d 7 6 % D L B ala n c e d 5 5 % D L + R L L B ala n c e d - 1 . 3 % D L B a l a n c e d - 0 . 9 5 % D L + R L L B a l a n c e d 2 2 % D L B a l a n c e d 1 6 % D L + R L L B a l a n c e d 2 1 0 % D L B ala n c e d 1 6 0 % D L + R L L B ala n c e d -1 9 0 % D L B ala n c e d -1 6 0 % D L + R L L B ala n c e d 8 8 % D L B ala n c e d 6 7 % D L + R L L B ala n c e d 1 1 0 % D L B ala n c e d 8 0 % D L + R L L B ala n c e d 1 6 % D L B ala n c e d 1 1 % D L + R L L B ala n c e d 6 6 % D L B a l a n c e d 4 9 % D L + R L L B a l a n c e d 6 1 % D L B a l a n c e d 4 5 % D L + R L L B a l a n c e d 1 2 0 % D L B ala n c e d 8 8 % D L + R L L B ala n c e d -3 7 % D L B a l a n c e d -2 7 % D L + R L L B a l a n c e d 6 4 % D L B a l a n c e d 4 8 % D L + R L L B a l a n c e d 7 4 % D L B a l a n c e d 5 4 % D L + R L L B a l a n c e d 1 0 0 % D L B a l a n c e d 7 3 % D L + R L L B a l a n c e d 2 . 1 % D L B a l a n c e d 1 . 6 % D L + R L L B a l a n c e d Design Strip: Longitude Span Boundaries; Longitude SSs; Longitude DSs; Longitude Strip Boundaries; Longitude SSSs; SSS Balance Percentages; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Mesh Input: Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 36 PT - 36 1 1 0 % D L B a l a n c e d 8 0 % D L + R L L B a l a n c e d 8 0 % D L B a l a n c e d 5 8 % D L + R L L B a l a n c e d 7 3 % D L B a l a n c e d 5 3 % D L + R L L B a l a n c e d 8 9 % D L B a l a n c e d 6 5 % D L + R L L B a l a n c e d 4 9 % D L B a l a n c e d 3 7 % D L + R L L B a l a n c e d 8 0 % D L B a l a n c e d 5 8 % D L + R L L B a l a n c e d 9 8 % D L B a l a n c e d 7 1 % D L + R L L B a l a n c e d 9 2 % D L B a l a n c e d 6 7 % D L + R L L B a l a n c e d 8 1 % D L B a l a n c e d 5 9 % D L + R L L B a l a n c e d 8 0 % D L B a l a n c e d 5 9 % D L + R L L B a l a n c e d 8 2 % D L B a l a n c e d 6 0 % D L + R L L B a l a n c e d 3 6 % D L B a l a n c e d 2 6 % D L + R L L B a l a n c e d 2 6 0 % D L B a l a n c e d 2 1 0 % D L + R L L B a l a n c e d 3 4 0 % D L B a l a n c e d 2 3 0 % D L + R L L B a l a n c e d 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017Design Strip: Longitude Design Spans Plan (2) Design Strip: Longitude Design Spans Plan - 37 PT - 37 Design Strip: Punching Checks; Punching Check Sections; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 38 PT - 38 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Design Strip: Punching Checks Plan (2) Design Strip: Punching Checks Plan - 39 PT - 39 (5)#6x3.5T (4)#6x3.5T (2)#6x5.5T (3)#6x12T (7)#6x10T (7)#6x10T (6)#8x42.4T (1 3 )#8 x 4 9 T (3)#6x2.5T (3 )#8 x 9 .5 T (4)#8x2T (3)#6x1.5T (7)#6x9.5T (7)#6x10T (1 0 )#8 x 6 T (3)#6x1.5T (1 0 )#8 x 6 .5 T(5 )#8 x 5 T (1 5 )#8 x 6 0 .5 T (10)#7x22.5T (3)#6x2.5T (1 0 )#8 x 1 4 .5 T (5)#6x4.5T (1 6 )#8 x 6 .5 T (5)#6x4T (5)#6x7T (1 6 )#8 x 6 .5 T (3)#6x12T (5 )#8 x 7 3 .5 T (2)#6x4.5T (5)#6x3.5T (4)#6x3.5T (1 0 )#8 x 3 0 T (9)#6x7T (1 4 )#8 x 1 1 .5 T (1 0 )#8 x 4 2 .5 T (8 )#8 x 5 T (3 )#8 x 5 T (4 )#6 x 1 1 T (1 3 )#8 x 1 8 .5 T (5 )#6 x 1 1 .5 T (1 3 )#8 x 5 .5 T (6 )#6 x 5 .5 T (6)#6x5T (1 3 )#8 x 1 1 .5 T (10)#6x13T (5 )#6 x 5 T (7)#6x5T (7)#6x9.5T (6)#6x7.5T (6 )#8 x 3 2 T (6 )#8 x 7 T (5 )#6 x 4 T (5 )#6 x 4 T (3 )#6 x 3 T (3 )#6 x 3 T (3 )#6 x 3 T (3 )#6 x 3 T (7 )# 8 x 8.5 T (6 )#6 x 5 T (6 )#6 x 8 T (6 )#6 x 8 T (6 )#6 x 8 .5 T (1 9)# 8 x 5 4.5 T (4 )#6 x 1 .5 T (4 )#6 x 3 T (3 )#6 x 5 T (6 )# 6 x 6 T (7 )# 8 x 5.5 T (6 )#6 x 3 .5 T (7 )# 6 x 1 2 T (7 )# 8 x 7.5 T (8 )# 6 x 4.5 T (6 )#6 x 8 .5 T (7 )#6 x 5 T (2 )# 8 x 1 0.5 T (1 0)# 8 x 2 6 T (7 )# 6 x 1 2 T (7 )# 6 x 1 2.5 T (4 )#6 x 3 T (4 )#6 x 1 .5 T (6 )#6 x 9 T (6 )#6 x 8 T (2 0)# 8 x 6.5 T (6 )#6 x 5 T (7 )# 6 x 6.5 T (1 1 )# 8 x 2 3 T (7 )# 6 x 1 2.5 T (3 )#6 x 3 T (3 )#6 x 3 T (3 )#6 x 3 T (3 )#6 x 3 T (5 )#6 x 3 .5 T (5 )#6 x 3 .5 T (7 )# 6 x 1 2.5 T (7 )# 6 x 1 2.5 T (6 )# 6 x 2 1 T (1 1)# 6 x 2 0 T (7 )# 6 x 6.5 T (6 )# 6 x 9 T (4 )# 6 x 8.5 T (1 0 )#6 x 9 .5 T (8 )#6 x 7 T (7 )# 6 x 6.5 T (2 1)# 6 x 3 0.5 T (3 ) # 6 x 1 . 5 T (5 ) # 6 x 6 . 5 T (3 ) # 6 x 1 . 5 T (6 ) # 6 x 7 T (1 0 )#6 x 1 9 .5 T (1 0 )#6 x 7 .5 T (6 ) # 6 x 5 T (1 6 ) # 6 x 2 0 . 5 T (5 )#6 x 2 T (4 )#6 x 2 T (1 1 )#6 x 1 1 T (8 )#6 x 1 6 T (7 )#6 x 5 T (7 )#6 x 3 .5 T (6 )#6 x 1 0 T Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Latitude User Distributed Reinf.; Latitude Program Distributed Reinf.; Longitude User Concentrated Reinf.; Longitude Program Concentrated Reinf.; Longitude User Distributed Reinf.; Longitude Program Distributed Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Distributed Reinf. Descriptions; Distributed Reinf. Extent; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: Top Bars Plan Reinforcement: Top Bars Plan - 40 PT - 40 (3)#6x12T (7)#6x9.5T (8)#6x6.5T (3)#6x13.5T (4)#6x10.5T (3)#6x6T (4)#6x27T (7)#6x9.5T (8)#6x11T (3)#6x14.5T (5)#6x6.5T (6)#6x8.5T (6)#6x8.5T (7)#6x9.5T (5)#6x15T (4)#6x3T(4)#6x11T (5)#6x3T (4)#6x2.5T (6)#6x4.5T (4)#6x3.5T (5)#6x3T (6 )#6 x 4 .5 T (8 )#6 x 1 1 T (8 )#6 x 1 6 T (7 )#6 x 5 T (7 )#6 x 3 .5 T (4 )#6 x 3 .5 T (4 )#6 x 3 .5 T (4 )#6 x 1 0 .5 T (3 )#6 x 1 0 .5 T (7 )#6 x 1 0 .5 T (4 )#6 x 3 .5 T (6 )#6 x 5 T (6 )#6 x 9 T (4 )#6 x 3 .5 T (9 )#6 x 1 0 .5 T (6 )#6 x 1 0 .5 T (8 )#6 x 9 .5 T (6 )#6 x 5 T (3 )#6 x 7 .5 T (3 )#6 x 8 T (3 )#6 x 4 T (3 )#6 x 4 T (3 )#6 x 2 .5 T Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Latitude User Distributed Reinf.; Latitude Program Distributed Reinf.; Longitude User Concentrated Reinf.; Longitude Program Concentrated Reinf.; Longitude User Distributed Reinf.; Longitude Program Distributed Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Distributed Reinf. Descriptions; Distributed Reinf. Extent; 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: Top Bars Plan (2) Reinforcement: Top Bars Plan - 41 PT - 41 (2)#4x5.5B (9)#4x4B (6)#8x10.5B (5 )#8 x 1 0 B (1 8 )#8 x 4 B (1 1 )#8 x 4 9 B (8 )#8 x 5 .5 B (8)#8x60.4B (1 2 )#8 x 2 .5 B (1 2 )#8 x 5 B (1 2 )#8 x 5 .5 B (1 0 )#8 x 5 7 .5 B (2 )#8 x 4 .5 B (1 6 )#8 x 3 .5 B (7 )#8 x 5 .5 B (1 0 )#8 x 7 4 B (14)#4x4B (9 )#8 x 4 3 B (1 0 )#8 x 4 2 .5 B (7)#4x26B (4 )#8 x 7 B (7 )#4 x 1 1 B (13)#4x24.5B (7 )#4 x 1 1 B (1 1 )#8 x 2 6 .5 B (1 7 )#4 x 2 4 .5 B (11)#4x42.5B (8 )#8 x 3 2 B (4 )#8 x 4 .5 B (7 ) # 8 x 5 . 5 B (1 3 ) # 8 x 5 6 . 5 B (7 ) # 8 x 5 . 7 8 B (7 ) # 8 x 5 . 5 B (1 1 ) # 8 x 6 . 5 B (2 4 ) # 4 x 2 . 5 B (2 4)# 4 x 3.5 B ( 1 8)# 8 x 5.7 3 B (1 5) # 8 x 2 5.5 B ( 1 2)# 8 x 4 B (1 )#4 x 4 .5 B (1 1 )# 8 x 2 3 B (5)# 4 x 2 5 B (1)# 6 x 5.5 B (1)# 6 x 7 B (2)# 6 x 3 2 B (1 6) # 6 x 4.8 3 B ( 7 )# 6 x 3 2.5 B ( 1 4)# 6 x 5 B (1 5 )#4 x 3 9 B ( 8 )# 6 x 1 9.5 B (1 3 )#4 x 3 0 .5 B Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Latitude User Distributed Reinf.; Latitude Program Distributed Reinf.; Longitude User Concentrated Reinf.; Longitude Program Concentrated Reinf.; Longitude User Distributed Reinf.; Longitude Program Distributed Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Distributed Reinf. Descriptions; Distributed Reinf. Extent; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: Bottom Bars Plan Reinforcement: Bottom Bars Plan - 42 PT - 42 (12)#4x31B (10)#4x26.5B (1)#4x16B(1)#4x16B (10)#4x23.5B (9)#4x12B (1 0 )#4 x 1 2 .5 B (4 )#4 x 3 0 .5 B (3 )#4 x 1 2 .5 B Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Latitude User Distributed Reinf.; Latitude Program Distributed Reinf.; Longitude User Concentrated Reinf.; Longitude Program Concentrated Reinf.; Longitude User Distributed Reinf.; Longitude Program Distributed Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Distributed Reinf. Descriptions; Distributed Reinf. Extent; 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: Bottom Bars Plan (2) Reinforcement: Bottom Bars Plan - 43 PT - 43 #5(4-Leg(closed))@8.14(13 spaces) #5 (4 -L e g (c l o s e d ))@ 7 .6 1 (2 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 1 2 (1 0 s p a c e s ) #5(4-Leg)@22.5(1 spaces) #5 (4 -L e g (c l o s e d ))@ 2 .0 2 (8 s p a c e s ) #5(4-Leg(closed))@12(23 spaces) #5 (4 -L e g )@ 2 2 .5 (3 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 9 .2 7 (1 7 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 1 2 (3 s p a c e s ) #5 (4 -L e g )@ 2 2 .5 (6 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 3 .6 (3 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 7 .6 1 (2 s p a c e s ) #5(2-Leg(closed))@7.58(8 spaces) #5 (4 -L e g )@ 2 2 .5 (8 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 1 2 (1 3 s p a c e s ) #5(2-Leg(closed))@11(4 spaces) #5 (4 -L e g (c l o s e d ))@ 7 .4 9 (2 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 2 .1 1 (7 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 1 1 .4 (6 s p a c e s ) #5 (4 -L e g )@ 2 2 .5 (1 0 s p a c e s ) #5 (4 -L e g )@ 2 2 .5 (6 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 3 .1 1 (5 s p a c e s ) #5 (4 -L e g )@ 2 2 .5 (9 s p a c e s ) #5 (4 -L e g )@ 2 2 .5 (7 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 1 0 .3 (2 3 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 1 2 (7 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 7 .0 8 (2 s p a c e s ) #5 (4 -L e g )@ 2 2 .5 (4 s p a c e s ) #5 (4 -L e g )@ 2 2 .5 (3 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 1 2 (7 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 1 2 (9 s p a c e s ) #5 (4 -L e g )@ 1 7 .6 (1 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 1 2 (5 s p a c e s ) #5 (4 -L e g (c l o s e d ))@ 1 0 .7 (8 s p a c e s ) #5 (2 -L e g (c l o s e d ))@ 9 .7 (1 3 s p a c e s ) #5 (2 -L e g (c l o s e d ))@ 9 .6 5 (3 s p a c e s ) #5 (2 -L e g (c l o s e d ))@ 1 1 .8 (1 2 s p a c e s ) # 5(2-L e g ( cl o s e d )) @ 8.5 3(3 s p a c e s ) #5 (2 -L e g (c l o s e d ))@ 7 .4 4 (2 s p a c e s ) # 5 ( 2 - L e g(clo s e d )) @ 1 1.8(3 s p a c e s ) # 5(2-L e g ( cl o s e d )) @ 4.4 1(3 s p a c e s ) # 5 ( 2- L e g (cl o s e d )) @ 4.4 6(8 s p a c e s ) # 5(2- L e g ( clo s e d)) @ 7.4 4 ( 1 0 s p a c e s) # 5 ( 2- L e g (cl o s e d )) @ 1 2( 8 s p a c e s) # 5(2- L e g ( clo s e d)) @ 1 2(2 s p a c e s ) # 5 ( 2- L e g (cl o s e d )) @ 4.1 7(3 6 s p a c e s )# 5(2- L e g ) @ 4.3 4(2 2 s p a c e s ) # 5 ( 2- L e g ) @ 5.6 ( 2 s p a c e s) # 5 ( 2- L e g ) @ 6.0 1 ( 2 s p a c e s) # 5 ( 2- L e g ) @ 7.6 2 ( 3 s p a c e s) # 5(2- L e g ) @ 1 0.5(2 4 s p a c e s )# 5(2- L e g ( clo s e d)) @ 5.2 ( 3 s p a c e s) # 5 ( 2- L e g (cl o s e d )) @ 1 2( 4 s p a c e s) # 5(2- L e g ) @ 5.7 2(2 s p a c e s ) # 5(2- L e g ( clo s e d)) @ 9.3 2 ( 9 s p a c e s) # 5(2- L e g ( clo s e d)) @ 5.2 5 ( 7 s p a c e s) # 4 ( 2- L e g ) @ 1 1.7(1 7 s p a c e s ) # 4 ( 2- L e g ) @ 9.9 8 ( 4 s p a c e s) # 4 ( 2- L e g ) @ 8.5 1 ( 4 s p a c e s) # 4(2- L e g ) @ 1 2.6(6 s p a c e s ) # 4(2- L e g ) @ 1 2.3(9 s p a c e s ) # 4 ( 2- L e g ) @ 1 1.6(1 4 s p a c e s ) Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Transverse Reinf.; Latitude Program Transverse Reinf.; Latitude User Individual Transverse Bars; Latitude Program Individual Transverse Bars; Longitude User Transverse Reinf.; Longitude Program Transverse Reinf.; Longitude User Individual Transverse Bars; Longitude Program Individual Transverse Bars; Transverse Reinf. Descriptions; Transverse Reinf. Extent; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: Shear Bars Plan Reinforcement: Shear Bars Plan - 44 PT - 44 Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Transverse Reinf.; Latitude Program Transverse Reinf.; Latitude User Individual Transverse Bars; Latitude Program Individual Transverse Bars; Longitude User Transverse Reinf.; Longitude Program Transverse Reinf.; Longitude User Individual Transverse Bars; Longitude Program Individual Transverse Bars; Transverse Reinf. Descriptions; Transverse Reinf. Extent; 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: Shear Bars Plan (2) Reinforcement: Shear Bars Plan - 45 PT - 45 (8)10@4.75 First Spacing = 4 5/8" SSR (8)5@7.5 First Spacing = 4 5/8" SSR Reinforcement: User Lines; User Notes; User Dimensions; Program SSR Callouts; SSR Callout Details; Program SSR Rails; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: SSR Plan Reinforcement: SSR Plan - 46 PT - 46 (8)5@7.5 First Spacing = 4 5/8" SSR (8)5@7.5 First Spacing = 4 5/8" SSR (8)5@7.5 First Spacing = 4 5/8" SSR (8)5@7.5 First Spacing = 4 5/8" SSR (4)3@5.25 First Spacing = 2.88 5/8" SSR (6)6@7.5 First Spacing = 4 5/8" SSR 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: SSR Plan (2) Reinforcement: SSR Plan - 47 PT - 47 Reinforcement: User Lines; User Notes; User Dimensions; Longitude User Individual Bars; Longitude Program Individual Bars; Latitude User Individual Bars; Latitude Program Individual Bars; Top Face Individual Bars; Both Faces Individual Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: Individual Top Bars Plan Reinforcement: Individual Top Bars Plan - 48 PT - 48 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: Individual Top Bars Plan (2) Reinforcement: Individual Top Bars Plan - 49 PT - 49 Reinforcement: User Lines; User Notes; User Dimensions; Longitude User Individual Bars; Longitude Program Individual Bars; Latitude User Individual Bars; Latitude Program Individual Bars; Bottom Face Individual Bars; Both Faces Individual Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: Individual Bottom Bars Plan Reinforcement: Individual Bottom Bars Plan - 50 PT - 50 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Reinforcement: Individual Bottom Bars Plan (2) Reinforcement: Individual Bottom Bars Plan - 51 PT - 51 6 4.5 4.5 6 4.5 6 6 6 6 6 6 1818 6 1 8 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5 5 5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 44 1 8 1 8 3 .5 2 2 4 4 4 4 4 4 4 4 4 4 4 4 1 8 2 8 2828 6 6 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 1 5 15 7 7 7 7 7 7 7 7 7 7 2 8 2 8 4 2 4 1 8 2 4 10 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 6 6 8.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 5 5 5 6 2 8 4 1 8 6 6 6 6 6 6 6 6 6 4.5 4.5 4.5 6 1 6 5 2 8 2 1 8 2 2 8 6 1 8 1 7 2.5 10 1 8 6 5 10 6 10 4.5 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 5S18S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 3 6 S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 2 1 S 5S18S 1 5 S 3 6 S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 3 6 S 2 1 S 5S 1 5 S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 3 6 S 18S 2 1 S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 1 5 S 2 1 S 1 5 S 3 6 S 18S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 3 4 S 1 5 S 2 1 S 18S 4S 4S 4S 4S 4S 4S 4S 4S 4S 4S 3 6 S 3 4 S 3 1 S 25S 3 6 S 3 4 S 3 1 S 3 4 S 25S 25S 3 4 S 25S 25S 25S 25S 25S 21S Manual Latitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Mesh Input: Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Manual Latitude Tendon: Standard Plan Manual Latitude Tendon: Standard Plan - 52 PT - 52 10 10 6 4.5 2 8 10 10 10 4.5 5.5 7.25 10 10 10 6 3.25 3.25 4.25 6 6 6 6 4.5 25S 6S 25S 25S 21S 8S 25S 25S 21S 25S 25S 21S 25S 25S 21S 25S 21S 25S 8S 25S 21S 25S 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Manual Latitude Tendon: Standard Plan (2) Manual Latitude Tendon: Standard Plan - 53 PT - 53 6 2 4 2 4 1 5 2 4 2 4 6 6 2 4 1 5 1 2 2 4 7 6 2 8.5 6 5.7 5 2 8 4 3 2 8.5 2. 5 2 8. 5 6 2 8.5 4. 5 2 8.5 1 0 6 8 . 7 5 2 8 6 .2 5 1 0 6 .2 5 6 6 2 8 .5 2 8.5 6 4.5 4 2 8.5 4.5 6 2 8 . 5 7 .5 4.5 2 8.5 9 6 4.5 2 8.5 2 8 . 5 2 8.5 4.5 2 8. 5 2 8.5 6 2 8 . 5 2 8.5 4.5 2 8.5 2 8.5 4.5 2 8.5 2 8 .5 6 4.5 2 8 .5 4.5 2 8 . 5 2 8.5 4.5 4.5 2 8.5 2 8.5 4.5 2 8.5 4.5 2 4 6 3 .5 2 8.5 6 4.5 6 . 2 5 1 0 4.5 2 8.5 2 8.5 2 4 2 8.5 3 4.5 2 8.5 4.5 2 8.5 4.5 2 8.5 2 4 2 8.5 4.5 4.5 2 8.5 2 8.5 4.2 5 3.5 2 4 4.5 6 2 8.5 2 8.5 4.2 5 6 4.5 5 2 8.5 2 8.5 4.2 5 4.5 2 5.5 1 0.5 2 8.5 6 6 7 1 0 2 8.5 5 .5 1 0.5 6 4.2 5 6 . 2 5 6.5 1 0 6 4.5 2 8.5 2 8.5 2 8.5 4.2 5 4.5 2 8.5 2 8.5 1 0.5 6 1 0.5 6.5 4.2 5 4.5 2 8.5 1 2 2 8.5 1 0.5 4.2 5 4.5 2 8.5 3.5 2 8.5 1 0.5 1 0.5 5.5 4.2 5 6 4.5 2 8.5 3.5 2 8.5 1 0.5 4.2 5 4.5 2 8.5 3.5 2 8.5 1 5 7.5 6 6 4.2 5 4.5 2 8.5 3.5 2 8.5 2 4 4.2 5 4.5 2 8.5 3.5 2 8.5 2 4 2 4.5 2 2.3 2 8.5 3.5 2 8.5 2 4 2 2 8.5 3.5 2 8.5 2 4 4.2 5 4 .5 5 .5 1 0 .5 7 6 2 8.5 3.5 2 8.5 2 4 2 5.5 4.2 5 3.5 2 8.5 2 4 2 4 4 .5 5 .2 5 1 0 .5 4 .5 6 4.2 5 2 6 3.5 2 4 2 4 4.2 5 4 .5 5 .2 5 1 0 .5 3 6 2 8.5 3.2 5 2 4 2 8.5 4.2 5 4 .5 5 .2 5 1 0 .5 2 6 2 8.5 2 4 2 8 4.2 5 2 8.5 2 4 4 .5 5 .2 5 1 0 .5 1 .5 6 6 2 8.5 2 8.5 3.5 1 8 4 .5 5 .2 5 1 0 .5 1 .2 5 1 0 .5 6 2 5.5 2 6 3.5 2 5.5 3.5 6 6 .5 1 0 .5 1 .2 5 1 0 .5 6 2 5.5 3.5 6 6 6 .5 1 0 .5 1 .2 5 1 0 .5 6 .5 6 3.5 6 2 2 3.5 6 6 .5 1 0 .5 1 .2 5 1 0 .5 5 .5 6 6 6 6 6 .5 1 0 .5 1 .2 5 1 0 .5 4 6 6 6 6 6 6 .5 1 0 .5 1 .2 5 1 0 .5 4 6 6 6 6 .5 1 0 .5 1 .2 5 1 0 .5 4 1 0 .5 1 0 .5 6 6 6 .5 1 0 .5 1 .2 5 1 0 .5 4 1 0 .5 1 0 .5 6 4 .5 5 .5 1 0 .5 1 .2 5 1 0 .5 4 1 0 .5 1 0 .5 6 4 .5 5 .5 1 0 .5 1 .2 5 1 0 .5 4 1 0 .5 1 0 .5 6 4 .5 5 .5 1 0 .5 1 .2 5 1 0 .5 4 1 0 .5 5 .5 6 4 .5 5 .5 1 0 .5 1 .2 5 1 0 .5 4 1 0 .5 5 .5 6 4 .5 5 .5 1 0 .5 1 .2 5 1 0 .5 4 1 0 .5 5 .5 6 6 S 6 S 6 S 6 S 4 S 6 S 4 S 4 S 1 0 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 1 0 S 4 S 4 S 4 S 4 S 4 S 2 3 S 2 3 S 2 3 S 2 3 S 2 3 S 2 3 S 2 3 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 1 0 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 1 0 S 4 S 4 S 4 S 4 S 4 S 4 S 2 5 S 2 5 S 4 S 2 5 S 2 5 S 4 S 2 5 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 1 0 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 1 9 S 4 S 1 9 S 4 S 1 9 S 4 S 1 9 S 4 S 1 9 S 1 9 S 1 9 S 4 S 4 S 4 S 4 S 4 S 4 S 1 0 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 5 S 4 S 4 S 4 S 4 S 4 S 4 S 1 0 S 4 S 4 S 4 S 4 S 4 S 5 S 4 S 4 S 6 S 4 S 4 S 4 S 4 S 6 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 5 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 5 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 5 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 5 S 4 S 4 S 4 S 5 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 5 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 5 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 5 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 5 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 5 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S Manual Longitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Mesh Input: Walls Below; Columns Below; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Manual Longitude Tendon: Standard Plan Manual Longitude Tendon: Standard Plan - 54 PT - 54 4 .5 5 .5 1 0 .5 1 .2 5 1 0 .5 4 1 0 .5 5 .5 6 4 .5 5 .5 1 0 .5 1 .2 5 1 0 .5 4 1 0 .5 5 .5 6 4 .5 5 .5 1 0 .5 1 .2 5 1 0 .5 4 1 0 .5 5 .5 6 1 0 .5 5 . 2 5 4 .5 5 .5 1 0 .5 1 .2 5 1 0 . 5 5 .5 6 4 .5 5 .5 1 0 .5 1 .2 5 1 0 .5 5 . 5 6 1 0 . 5 5 .2 5 4 .5 5 .5 1 0 .5 1 .5 1 0 .5 5 .2 5 1 0 .5 5 .5 6 4 .5 5 .5 1 0 .5 1 .7 5 1 0 .5 6 1 0 .5 5 .5 6 4 .5 5 .5 1 0 .5 2 1 0 .5 7 1 0 .5 4 .5 6 4 .5 5 .2 5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 3 6 4 .5 5 .2 5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 .5 6 4 .5 5 .2 5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 .5 6 4 .5 5 .2 5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 .5 6 4 .5 5 .2 5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 .5 6 4 .5 5 .2 5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 .5 6 4 .5 5 .2 5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 .5 6 4 .5 5 .2 5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 .5 6 4 .5 5 .2 5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 .5 6 4 .5 5 .2 5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 .5 6 4 .5 5 .2 5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 .5 6 4 .5 5 .5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 4 .5 4 .5 5 .5 1 0 .5 2 .5 1 0 .5 8 1 0 .5 2 4 .5 1 0 . 5 2 .5 1 0 . 5 2 1 0 .5 8 4 .5 5 . 5 4 .5 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 4 S 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017Manual Longitude Tendon: Standard Plan (2) Manual Longitude Tendon: Standard Plan - 55 PT - 55 5 #8 B . 5 #8 B . 3 #8 B . 2 #8 B . 2 #8 B . 1 # 8 B . 2 4 # 4 B . 1 #6 T . Initial Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bottom Bars; Span Design Shear Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; DS Design Bottom Bars; DS Design Shear Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Initial Service Design: Reinforcement Plan Initial Service Design: Reinforcement Plan - 56 PT - 56 Reinforcement: Top Face Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Initial Service Design: Reinforcement Plan (2) Initial Service Design: Reinforcement Plan - 57 PT - 57 10.1 -370 -35.9 -396 -234 -290 -232 -340 -412-431 -163-163-157 -386-352 -444 -133 -306 -575 -723 -207 -284 -315-378 -177 -373-298 -282 -294 -208 -301 -289 -263 -192 -697 -578 -333 -124 -660-606 -701 -170 -290 -288 -162 -618-601 -762 -2 8 9 -5 1 .8 -8 7 4 -140 -121 -231 -1 6 0 -1 .3 6 -5 1 3 -4 7 0 -3 6 5 -349 -128 -2 0 1 3 .2 8 -4 3 7 -4 1 8 -1 5 5 -1 8 5 -1 8 5 -2 3 4 -2 0 8 -2 8 3 -363 -36.2 -343-368-273 -3 2 1 -2 .5 1 -4 2 1 -4 0 7 -2 8 6 -3 3 -4 8 4 -4 4 6 -33.3 -332 -207 -225 -255-154 -155-195 -99.5 -205-183 -229 -252 -89.3 -5 5 6 -2 2 1 -4 1 9 -1 6 8 -1 2 5 -4 7 .1 -1 1 7 3 .1 4 -2 5 5 -8 3 .9 -2 4 4 -2 2 9 -3 1 4 -261-200-230 -152 -257-153 -61.6-95.3-83.3-103 -87.5-108-98.9 -3 0 5 -3 1 8 -1 4 3 -1 8 9 -4 2 4 -2 8 5 -2 1 6 -1 2 9 -7 1 1 -6 3 2 -7 1 8 -4 9 6 -9 3 5 -7 7 2 -9 6 7 -2 2 5 - 9 8 6 -1 2 7 0 -2 5 8 - 3 1 0 -1 3 5 0 - 4 2 3 - 1 1 6 0 - 3 1 1 - 1 2 0 0 - 3 0 1 - 2 9 0 - 1 7 8 0 - 5 3 4 -1 8 6 0 -6 0 4 - 1 6 0 0 - 4 0 6 -2 5 7 -1 0 4 0 - 4 3 5 -7 5 7 -2 0 3 -7 7 7 -2 0 4 -2 3 5 -2 4 4 -2 6 9 -2 0 0 -3 2 1 -3 1 2 -1 6 6 -2 0 8 -1 9 9 - 4 3 8 - 4 1 2 - 4 8 8 - 5 5 . 1 - 7 2 . 9 - 5 1 . 1 - 7 0 . 9 - 6 5 . 7 - 1 5 7 - 6 4 . 7 - 2 0 2 -2 2 7 -9 1.5 -2 6 2 -2 3 6 -1 1 3 - 2 7 4 - 1 8 2 -2 0.6 -3 6 2 9.5 2 9.2 - 1 4 9 - 1 9 4 - 1 3 1 - 2 9 1 - 6 6 1 - 3 5 1 - 2 2 2 - 2 4 4 - 1 8 1 - 2 6 8 -2 9 1 -1 2 6 -2 5 4 -2 0 8 - 3 9 6 - 8 9 . 7 - 3 7 0 - 3 7 3 -1 0 0 -3 6 6 -4 3 7 - 1 0 5 - 3 4 7 - 6 4 5 - 2 5 5 - 2 5 9 - 1 8 7 - 2 2 7 - 2 4 5 - 2 5 6 - 1 6 4 - 2 7 7 - 2 6 6 -3 5 4 -1 9 0 -3 2 4 2 7 4 - 1 9 8 - 7 4.5 - 2 3 0 -2 2 0 -3 2 0-1 6 7 -3 0 8 - 3 1 5 -8 2.5 - 1 9 4 -3 3 1 -8.9 8 -1 9 0-1 5 9 - 2 8 4 - 3 9 1 - 1 7 0 -1 2 7 -2 6 3 -2 0 4 -4 2 7 6 3 8 - 4 4 6 - 1 1 9 0 -1 6 3 0 - 2 2 6 -1 6 0 0 -1 1 3 0 -7 0 3-5 2 5- 5 6 2 -4 4 3 - 4 8 6 -1 2 9 0-1 2 8 0 -5 3.6 - 1 3 4-1 2 9 - 2 3 9 - 4 0 7 - 6 8 . 2 - 4 3 4 -3 0 4 -1 6 5 -2 0 7 -1 9 5 - 2 2 9-2 1 5 - 1 7 0 0 - 8 6 3 - 8 6 9- 8 3 4 -4 2 .7 -1 9 3 -5 3 .9 -3 7 5 -4 6 9-1 3 0 -3 2 1 -4 0 1 -3 9 -4 8 8 -3 7 4 -3 2 0 -1 2 .4 -3 6 6 - 3 5 4 - 1 2 6 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 1 6 4 1 6 4 164 164 1 6 4 1 6 4 1 6 4 1 6 4 164 164 1 6 4 1 6 4 1 6 4 1 6 4 164 164 164 164 1 6 4 1 6 4 1 6 4 1 6 4 164 164 164 164 164 1 6 4 1 6 4 1 6 4 1 6 4 164 164 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 Initial Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 Initial Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Initial Service Design: Top Stress Plan Initial Service Design: Top Stress Plan - 58 PT - 58 -227 -178 -172-226 -67.1 -226 -202 -230 -122 -325-287 -294 -143 -705 -108-98.9 -120 -108-127 -122 -160 -162 -130-147-139 -208 -224-313 -64.1 -341-304 -316 -134 -370 -359 -117 -284-236 -35.6-74.2-69.1-94.3-84.2-105-93.1 -134 -195 -235-223 -227 -204 -259 -194 -296 -287 -293 -109 -606 -170 -252 -82.1 -114 -248 -82.5 -70.9-105 25 27.3 -262 -162 - 4 6 5 - 1 3 . 9 - 3 9 7 - 4 2 5 - 4 4 1 - 3 9 . 2 - 4 0 7 -3 2 3 -1 0 6 -3 7 8 -2 5 2 -2 8 2 -1 1 2 -2 0 6 -1 9 9 -3 2 8 -4 9 5 -4 0 3 -4 1 3 -1 2 3 -3 3 2 -3 9 1 -2 6 .7 -3 2 7 -3 3 3 -1 6 7 -4 8 6 -1 2 2 -2 3 6 -2 0 8 -2 0 9 -2 3 9 -6 5 .5 -3 5 5 -3 0 9 -2 0 8 -3 2 2 - 3 7 5 - 3 8 1 - 8 9 . 2 - 4 2 2 -3 7 2 -1 7 1 -5 1 7 -4 9 5 -5 1 6 -3 3 4 -3 0 8 -4 0 8-1 4 6 -4 2 2 2 9 .6 -3 2 3 -1 4 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Initial Service Design: Top Stress Plan (2) Initial Service Design: Top Stress Plan - 59 PT - 59 21.7 -287-239-240 -319 -351 -192 -222 -186 -256 -162 -106-102 -442-436-444 -178-209 -203 -168 -347 -127 -51.1 52.9 -296 -177 -152-108 -408 -128-163 -163 -321 -173 -176 -295 49 -49.1 -4.95 -587 53.9 41.7 119 -453 31.6 18 58.9 -305 -349-346-354-306 -605 -5 1 .4 -7 0 5 3 9 8 -266 -304 -266 -1 1 9 -7 6 8 2 9 3 2 0 7 4 2 .8 4 5 .1 -1 5 .7 -178-175 -265-258 -1 2 5 -7 9 1 1 7 9 1 4 3 -1 0 7 -9 5 .9 -2 1 6 -2 0 5 -3 2 1 -4 1 .8 -153 -323 -294 -237-221-262-254-258 -3 6 .4 -7 1 1 1 7 7 1 3 7 -9 4 .9 -6 7 6 -1 1 5 -1 9 0 -23.5 -377 -61.6-176 -186-145 -249 -248-257 -133-152 -119 -76.8 -225 -9 6 .5 -2 5 3 -1 3 .6 -2 1 5 -2 0 9 8 5 .6 -5 2 .6 -5 2 .3 -3 6 9 -2 1 4 -2 4 3-7 9 .1 -38.1-63.4-36.9 -157 -50-148 -124 -91.4-105 -85.1-104 -91.2-112 -3 0 9 -2 2 7 -2 2 7 -2 1 8 -2 9 1 -2 4 2 1 1 .3 4 .1 3 4 .4 2 -5 5 2 -1 9 .4 -5 6 .9 3 4 7 3 3 5 4 0 0 1 1 2 1 0 2 1 0 1 2 2 3 5 3 5 7.7 2 3 4 -2 7 5 3 9 2 2 0 9 -5 6 8 -5 8 4 7 6 8 2 1 7 9 3 6 1 0 8 4 8 4 2 8 0 5 9 1 9 9.6 4 6.21 1 8 - 1 9 3 4 7.6 2 5.6 3 6 .9 -2 1 0 -1 9 7 -2 6 2 -1 9 2 -1 8 0 -1 4 4 -2 5 1 -1 2 9 -1 4 1 -4 2 0 -4 1 5 - 1 2 5 - 2 0 3 - 8 3 . 5 - 4 3 2 - 1 9 6 - 2 3 4 - 2 1 8 - 2 2 9 - 2 4 0 - 2 1 2 - 3 1 5 - 1 6 8 -1 5 7 -2 9 5 -1 1 9 -1 1 6 -2 9 1 -9 4.3 - 1 9 5 - 3 4 5 -2 9 3 - 3 4 9 - 3 3 2 - 2 0 7 - 3 0 3 - 2 3 . 2 - 1 9 2 - 1 1 4 - 2 9 8 - 2 1 5 - 1 8 8 - 2 3 1 - 1 3 0 -1 1 2 -3 0 3 -1 2 2 -1 7 3 2 5 5 - 2 8 3 - 2 5 8 - 2 6 8 2 2 . 2 4 9.4 - 2 7 4 5 3.5 9 5.2 -2 8 7 1 7 2 5 . 9 - 1 7 8 - 1 7 5 - 2 4 0 - 1 9 4 - 1 7 2 - 1 5 5 - 2 3 2 - 1 2 4 - 1 5 7 -3 1 3 -4 4 7 -8 1 .6 -3 5 6 -3 0 3 -9.9 9 - 2 0 4- 1 4 4 - 1 5 0 -2 1.7 - 6 3.2 1 1 5 7 9.9 - 2 1 7 -5 0.2 4 1.1 -2 0 8 -6 8.8-7 7.8 3 . 1 2 9 . 2 8 - 2 3 3 -2 7 1 -1 6 1 -2 3 1 1 9 9 -3 0 5 2 5 9 6 1 9 1 1 2 0 1 4 4 9 3 1 4 2 4 2 4 6 2 2 82 3 7 1 3 2 1 3 7 2 8 6 2 5 8 -1 0 4-1 0 9- 1 0 3 - 1 2 9 - 2 2 8 - 2 3 1 - 2 7 . 5 - 4 2 8 - 1 2 . 3 -9 1 .8 -2 2 6 -1 8 3 -1 9 0 1 0 1 6 1.1 4 2 6 3 8 3 3 8 6 3 0 5 3 4 7 -1 6 4 -3 4 .3 -9 4 .7 -1 4 7 -1 0 1 -2 8 7 -1 1 4 -3 8 .4 -3 9 8 4 8 .8 -1 5 .4 -7 8 .5 -4 0 5 -2 9 .9 - 4 1 . 4 - 2 4 5 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 1 6 4 1 6 4 164 164 1 6 4 1 6 4 1 6 4 1 6 4 164 164 1 6 4 1 6 4 1 6 4 1 6 4 164 164 164 164 1 6 4 1 6 4 1 6 4 1 6 4 164 164 164 164 164 1 6 4 1 6 4 1 6 4 1 6 4 164 164 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 Initial Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 Initial Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand) 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Initial Service Design: Bottom Stress Plan Initial Service Design: Bottom Stress Plan - 60 PT - 60 -67.7 -112 -113-39.7 -223 -85.8-89.4 -113 -85 -250 -105-155 -152 -322 56.4 -91.2-112-99.5 -119-109 -138 -167-146 -171 -146 -168-158 -76.8-9.18 -275 -45.7-97.6 -90.8 -321 -92.3 -104 -358 -204-227 -67.1 -159-139-141-109-121 -112 -196 -166 -273 -143 -146 -114 -319 44.2 -261 -161 -266 -224 -116 -230 -246 -240 -329 -326 -143 -163 -163 - 5 2 . 1 - 4 5 1 - 3 0 . 1 3 . 7 3 1 0 . 5 - 3 9 8 - 2 4 . 8 -1 0 8 -3 0 9 -1 9 1 -2 5 3 -1 6 0 -2 1 7 -1 6 9 -1 9 4 -2 8 0 -9 2 .4 -1 2 7 -1 0 3 -2 4 7 -5 4 .7 0 .8 0 5 -3 9 5 -8 5 .3 -1 0 3 -2 6 8 -1 7 7 -5 0 .4 -3 3 2 -1 8 9 -2 0 0 -2 0 9 -2 0 2 -4 0 1 -6 0 .3 -1 2 7 -2 4 0 -1 2 4 - 9 4 . 4 - 4 6 5 - 3 4 -8 7 .4 -2 8 3 -9 3 .5 -2 8 5 -2 3 7 -2 4 2 -2 3 8 -3 9 7 -1 7 3 -3 4 9 -2 3 1 -2 5 6 3 3 .6 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 164 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 1 6 4 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Initial Service Design: Bottom Stress Plan (2) Initial Service Design: Bottom Stress Plan - 61 PT - 61 9 #4 B.14 #4 B. 7 #4 B.13 #4 B. 1 7 #4 B . 1 #8 B . 2 #8 B . 5 # 8 T. 1 # 8 B . 3 # 8 B . 5 # 8 T. 2 # 8 B . 5 # 8 B . 2 # 4 B . 3 # 4 B . 1 # 6 T. 2 # 6 T.1 # 6 B . 2 # 6 B . 4 # 6 B . 1 # 6 B . 1 # 6 B . 5 # 4 B . 1 0 # 4 B . 1 # 6 B . 4 #4 B . 9 #4 B . Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bottom Bars; Span Design Shear Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; DS Design Bottom Bars; DS Design Shear Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Service Design: Reinforcement Plan Service Design: Reinforcement Plan - 62 PT - 62 3 #4 B. 7 #4 B. 4 #4 B. 8 #4 B. 4 #4 B. 6 #4 B. 9 #4 B. 4 # 4 B . 1 0 # 4 B . Reinforcement: Top Face Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Service Design: Reinforcement Plan (2) Service Design: Reinforcement Plan - 63 PT - 63 7.27 -337-336 -55.9 -262 -214 -323 127 53.2 -317 -309-319-310-316 -289-293 -48.3 -69 -281 -165 -247 -175 -523 -763 154 123 -349 148 163 -259 -27.3 -3.67 -776 -530 -307 -270 -302 -303 -247 -395 -190 -24.2 41.9 -257 -245 -130 -535-516 -655 -2 8 6 -2 7 2 -3 0 8 -1 9 0 -3 5 6 -1 9 2 -152 -242-219 -1 6 4 -2 6 2 -1 6 4 -2 3 6 -6 7 -9 .0 8 -3 1 9 -232-240 -118 -2 1 7-2 6 4 -2 2 3 -2 6 2 -1 4 4 -1 8 7 4 7 .7 7 7 .3 -1 8 6 -1 4 9 -2 9 2 -2 2 5 -2 5 5 -271 -68.7 -320-356-245 -3 3 8 -2 3 2 -2 8 5 -1 8 4 -2 4 9 -2 7 .9 -2 9 4 -3 9 2 -3 9 1 -2 1 9 2.2 -348 -476 389 373 -230 217 251 -216 1 7 8 -1 5 6 -1 1 2 4 5 5 -1 4 1 -1 1 7 -8 5 .5 -9 7 .4 -7 9 .1 -2 5 8 9 0 .5 -1 3 7 -1 9 5 -1 2 1 -3 2 5 -2 7 1 -2 8 6 172 -288 176 34.2 -117 -108 -128-120 -1 5 1 -3 8 0 -1 9 .2 -3 8 .3 -4 1 4 -2 6 4 -2 4 0 -1 2 3 0 -8 4 1 -1 1 1 0 -8 2 5 -8 4 1 -9 9 .1 -9 2 6- 9 7 8 -1 2 4 -1 7 4 - 1 1 9 0 -6 8 0 -1 3 7 0 - 9 1 9 1 3 1 0 1 3 3 0 - 1 9 1 0 -6 1 1 -2 2 2 0 -9 1 3 - 1 1 7 0 - 1 2 2 -4 9.3 - 3 4 1 -2 4 2 - 7 2 9 -1 9 7 -7 0 5 -3 2 7 -3 4 4 -2 .3 3 -2 2 .4 -3 0 8 7 8 .1 9 1 .2 -2 0 9 - 1 9 3 - 1 4 4 - 1 7 5 - 1 4 8 - 2 6 8 - 1 2 2 - 2 3 1 - 3 4 . 6 - 2 0 4 - 3 8 3 1.5 -1 8 2 -4 5.9 -9 6.1 -2 8 5 -5 7.4 1 4 8 - 5 0.8 1 7 9 - 3 1 6 - 3 9 9 - 3 7 4 - 3 3 0 - 3 8 3 - 1 7 2 - 6 1 7 - 3 1 5 - 2 0 4 - 2 7 7 3 3 7 .3 1 -3 2 5 -4 1 .4 - 1 4 . 9 1 0 . 1 - 1 3 9 - 1 0 6 - 1 2 5 6 3 . 6 8 2.9 -1 6 8 1 7 2 7 8.6 -2 3 9 -2 2 - 5 8 6 - 2 7 8 - 2 9 2 6 4 . 3 3 0 . 7 - 3 0 0 4 4 . 6 -1 0 .5 -3 1 0 2 6 6 5 0.9 -3 8 6 -3 1.7 -3 0.9 -1 9 5 8 9.6 2 2 7 -8 4.6-5 2.5 -1 8 7 3 7.2 - 2 6 3 - 4 0 0 - 2 1 -1 0 .9 -3 8 2 -9 2 .6 - 3 4 2 5 0 5 - 1 2 8 - 8 6 0 - 1 3 7 0 - 2 1 1 - 1 4 8 0 -8 9 7 -4 7 4-4 4 5-5 0 6 - 3 6 1 -4 0 9 - 1 0 9 0-9 2 5 - 3 9.3 -1 3 6- 1 1 7 1 9 8 - 5 0 3 2 4 5 3 8 1 -2 1 1 -1 6 1 -1 3 8 0 -1 2 1 0- 1 2 4 0 - 7 6 6 -4 .8 6 -2 2 2 -5 0 .7 -3 3 1 -3 4 8 1 8 8 8 6 -3 3 9 3 7 2 4 1 2 -2 6 7 -2 3 6 - 2 1 4 - 2 2 9 - 8 5 . 9 141 141424424 424 141 141 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 530 530 530 530 424 424 141 141 424 424 5 3 0 5 3 0 424 141 141 424 5 3 0 5 3 0 5 3 0 5 3 0 424 141 141 424 5 3 0 5 3 0 5 3 0 5 3 0 424 141 141 424 424424141141 5 3 0 5 3 0 5 3 0 5 3 0 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 5 3 0 5 3 0 424 424 141 141 424424 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 5 3 0 5 3 0 5 3 0 5 3 0 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 14 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 1 4 1 1 4 1 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Service Design: Top Stress Plan Service Design: Top Stress Plan - 64 PT - 64 315 316 -272 301 333 -250 206 191 -425 -369 -661 -128-120 -134 -118-121 -39.8 -42.8 -144-140-148 81.7 119 -318 230 227 -183 95.5 98.2 -407 -223 -89.5 -200 -13.4 6.73 -10 -6.78-114-79.4 -150 -264 117 119 -393 -326-567 37.9 -242 10.4 -59.4 -358 4 19.6 -128-15.7 -28.9 -461 -107 - 2 5 5 - 3 1 2 1 8 3 1 4 1 - 3 4 5 2 0 . 6 1 2 6 -2 7 7 -2 1 9 -7 6 .6 -2 1 1 -1 7 7 -3 0 1 -5 3 2 1 4 7 6 6 .5 -3 0 4 -3 0 2 -3 0 5 5 1 .3 7 3 .6 -8 3 7 3 .4 -2 3 6 -2 8 6 -2 4 3 -3 2 7 -1 9 3 -2 0 0 -3 8 3 -2 3 4 -2 8 1 -9 9 .3 7 9 .9 -6 1 .2 1 6 1 3 4 . 7 - 3 6 3 - 1 6 . 7 1 1 0 -5 8 2 -3 1 0 -2 7 7 -3 5 7 -2 2 -4 3 -4 .1 1 -4 0 5 -1 6 .2 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 141 141 424 424 424 141 141 424 424 424 141 141 424 424 424 424 141 141 424 424 424 141 141 424 424 424 141 141 424 424 424 141 141 424 424 424 141 141 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Service Design: Top Stress Plan (2) Service Design: Top Stress Plan - 65 PT - 65 25.3 -244-181 -246 -213-249 -222 -183 -70.4 -414 -360 -118-130-126-154-152 -323 -344 -103 -152 -17 253 -392 -369 -24.7 -382 -382 -154 -285 -288 312 -10.3 22.4 179 -155 -121 -240 -293 -663 57.2 47 68.9 50.1 -288-303 -294-304-273 -546 5 .5 3 3 8 1 -1 3 4 1 7 .4 -1 1 7 -151 -72.2 -178 -1 7 .1 2 5 0 -1 3 7 -5 4 .9 -2 1 8 -3 2 0 -2 5 .5 -212-175 -210 9 .8 2 -4 8 1 8 2 -1 2 1 -4 1 6 -4 6 3 -1 4 9 -1 5 4 9 1 .2 -1 4 8 -1 9 .2 -172 -157 -176-165 -207 -172-150-222 9 7 .3 9 2 .8 3 5 1 -3 1 4 2 8 .9 4 5 6 -2 8 6 -137 -347 260 -469 -466 -17 -366 -381 18.3 -3 9 0 -1 7 2 -4 2 6 -1 4 0 -1 3 6 2 8 3 4 0 .1 -1 7 3 -7 1 .4 -1 4 4 1 5 4 -7 0 .5 -4 7 .4 -205 10267.6 105 -311 -158 -26.2-32.8-19.9-37.8 -3 4 0 -1 5 .9 -3 2 0 -2 9 0 1 3 6 2 9 .8 -3 5 1 9 4 9 7 4 9 8 1 6 2 7 .7 2 8 9 - 2 1.9 -1 4.5 5 1 8 3 0 3 9 2 4 -1 3 7 0 -1 3 9 0 1 2 8 0 4 2 9 1 8 3 0 1 0 4 0 -6 2.7 -7 3.6 - 3 5 1 3 7.8 1 4.9 2 2.6 6 7 .6 -7 8 .9 -3 1 .6 -2 8 0 -2 6 1 -1 7 .2 -3 2 8 -3 4 6 -2 8 0 -3 0 2 -2 1 0 - 2 0 8 - 2 7 6 - 2 3 0 - 3 5 1 - 1 4 . 9 - 2 9 . 7 - 1 8 3 - 8 6 . 5 - 2 3 8 -2 8 4 -1 7 8 -2 2 6 -1 5 7 -2 3 - 1 9 6 -3 3 6 -3 4 0 - 2 4 1 -3 6 9 - 3 5 3 - 1 8 . 8 1 1 2 - 2 3 1 1 2 - 2 4 8 - 1 7 2 - 4 6 . 3 - 2 6 0 -2 4 0 9 0 .3 -2 3 0 3 8 . 9 - 1 5 2 - 1 0 5 - 2 0 1 - 2 0 7 -6 8.7 - 2 6 2 - 2 0 5 3 5 .3 -1 5 7 4 9 . 9 - 7 2 - 4 8 . 3 - 3 2 7 - 2 9 7 6 0 . 2 - 3 0 5 -4 5 6 -4 7 5 -3 7 -3 6 4 -2 6 5 - 1 4 6 1 4 6 -4 6.4 -2 9.4 -6 8.7 -6.5 6 - 1 9 6 -2 4 2 2 2 -1 7 2 2 7 . 7 1 3 3 - 2 8 6 -3 0 3 7 6 .3 -2 5 8 1 4 4 1 4 7 - 1 2 6 1 2 4 4 7 5 1 0 8 0 1 6 0 1 0 7 0 3 5 4 1 8 7 3 4 2 2 5 9 2 6 5 3 5 4 1 5 1 - 7 5.6 -1 3.2 - 7 6.7 - 4 2 8 2 1 1 - 3 8 9 -4 6 9 -1 1 6 6 9.2 3 8.9 5 3 4 4 1 1 -1 5 9 6 0 .5 -6 3 .9 -1 2 7 -1 1 5 -4 0 4 -3 8 8 -3 0 3 1 7 6 -4 1 5 -4 6 7 -7 0 .6 -7 8 .1 - 9 4 . 3 - 2 1 9 141 141424424 424 141 141 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 530 530 530 530 424 424 141 141 424 424 5 3 0 5 3 0 424 141 141 424 5 3 0 5 3 0 5 3 0 5 3 0 424 141 141 424 5 3 0 5 3 0 5 3 0 5 3 0 424 141 141 424 424424141141 5 3 0 5 3 0 5 3 0 5 3 0 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 5 3 0 5 3 0 424 424 141 141 424424 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 5 3 0 5 3 0 5 3 0 5 3 0 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 1 4 1 1 4 1 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand) 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Service Design: Bottom Stress Plan Service Design: Bottom Stress Plan - 66 PT - 66 -369 -366 145 -376 -404 3.93 -412 -404 105 -6.26 121 -19.9-37.8-34.5 -178 -203 -94.3 -291 -247 177 -377 -376 -178 -329 -335 130 -162 61.897.7 88.690.6 -168 -202 -271-214 -215 -173 -91.6 -343 -343 172 23.4 101 -340 -104 -259 -177 134 -224 -246 -135 -178 -150 268 -154 - 1 3 7 - 1 3 5 - 3 3 8 - 2 8 6 - 3 3 4 - 2 9 3 1 8 4 - 2 3 6 -3 2 7 -3 6 7 -1 9 2 -2 2 5 -2 4 2 -1 0 1 -1 6 7 -2 3 1 5 4 .8 -3 0 5 -2 4 1 1 3 6 -2 6 2 -2 9 7 -2 4 7 -2 9 9 -2 7 6 -2 8 5 -1 5 7 6 4 .9 -1 5 1 -1 5 0 1 3 4 -8 0 .5 -6 3 .1 -1 7 0 -3 1 8 -2 7 1 -3 7 1 - 3 0 2 4 7 . 5 - 2 4 5 -3 3 5 7 8 .4 -2 2 9 -2 0 2 -4 1 2 -3 6 3 -1 8 0 7 4 .2 -9 7 7 5 .5 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 424 424 141 141 424 424 141 141 424 424 424 141 141 424 424 424 141 141 424 424 424 424 141 141 424 424 424 141 141 424 424 424 141 141 424 424 424 141 141 424 424 424 141 141 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Service Design: Bottom Stress Plan (2) Service Design: Bottom Stress Plan - 67 PT - 67 4 .8 1 1 #6 T. 2 #8 T. 3 #8 T. 3 #8 T. 1 #7 T. 6 #7 T. 1 1 #8 T . 5 #8 T . 1 8 #8 T . 5 #8 T . 2 #8 T . 3 #8 T . 1 0 #8 T . 8 #8 T . 1 6 #8 T . 5 #8 T . 2 #8 T . 8 #8 T . 3 #8 T . 10 #6 T.8 #6 T. 1 #6 T. 2 #6 T. 2 #6 T . 5 #6 T . 3 #6 T . 4 #8 T . 1 #8 T . 2 #8 T . 2 #6 T. 3 #8 T . 2 #8 T . 5 #8 T . 3 # 8 T. 4 # 8 T. 1 # 8 T. 1 5 # 8 T. 1 7 # 8 T. 1 # 8 T. 1 8 # 8 T. 1 9 # 8 T. 3 # 8 T. 2 # 8 T. 2 # 8 T. 1 # 6 T. 1 #6 T . 2 # 6 T. 6 # 6 T. 1 1 # 6 T. 1 2 # 6 T. 6 # 6 T. 1 4 # 6 T. 7 # 6 T. 1 0 # 6 T. 9 # 6 T. 1 # 6 T . 5 # 6 T . 8 #6 T . 9 # 6 T. 7 # 6 T. 1 # 6 T. 9 #6 T . 1 1 #6 T . Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Strength Design: Top Reinforcement Plan Strength Design: Top Reinforcement Plan - 68 PT - 68 5 #6 T. 5 #6 T. 5 #6 T. 6 #6 T. 1 #6 T.1 #6 T. Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Strength Design: Top Reinforcement Plan (2) Strength Design: Top Reinforcement Plan - 69 PT - 69 4 .8 1 2 #4 B. 2 #8 B. 3 #8 B. 3 #8 B. 1 #8 B. 4 #8 B. 1 1 #8 B . 5 #8 B . 1 8 #8 B . 5 #8 B . 2 #8 B . 3 #8 B . 1 0 #8 B . 8 #8 B . 1 6 #8 B . 5 #8 B . 3 #8 B . 7 #8 B . 2 #8 B . 2 #4 B.3 #4 B. 1 #4 B .9 #4 B . 4 #8 B . 1 #8 B . 2 #8 B . 4 #8 B . 4 #8 B . 1 #8 B . 3 # 8 B . 4 # 8 B . 3 # 8 B . 8 # 8 B . 4 # 8 B . 1 4 # 8 B . 2 # 8 B . 3 # 8 B . 2 # 8 B . 2 # 8 B . 1 #4 B . 1 # 6 B . 1 # 6 B . 2 # 6 B . 2 # 6 B . 1 # 6 B . 2 # 6 B . 1 # 6 B . 2 # 6 B . 2 # 4 B . 3 # 4 B . 1 # 6 B . 2 # 6 B . Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Bottom Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Strength Design: Bottom Reinforcement Plan Strength Design: Bottom Reinforcement Plan - 70 PT - 70 1 #4 B. 1 #4 B. 3 #4 B. 3 #4 B . Reinforcement: Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Strength Design: Bottom Reinforcement Plan (2) Strength Design: Bottom Reinforcement Plan - 71 PT - 71 4 .8 1 4 #5 @ 8 .1 4 (c l o s e d ) 4 #5 @ 2 2 .5 4 #5 @ 1 2 (c l o s e d ) 2 # 5 @ 7 . 5 8 ( c l o s e d ) 2 # 5 @ 1 1 ( c l o s e d ) 4 # 5 @ 7. 6 1 ( c l o s e d ) 4 # 5 @ 1 2 ( c l o s e d ) 4 # 5 @ 2 2 . 5 4 # 5 @ 1 2 ( c l o s e d ) 4 # 5 @ 2 2 . 5 4 # 5 @ 2.0 2(clo s e d ) 4 # 5 @ 9.2 7 ( cl o s e d ) 4 # 5 @ 2 2.5 4 # 5 @ 7.5(clo s e d ) 4 # 5 @ 1 1.4 ( clo s e d ) 4 # 5 @ 3.7 1 ( cl o s e d ) 4 # 5 @ 1 1.8( cl o s e d ) 4 # 5 @ 2 2.5 4 # 5 @ 2 2.5 4 # 5 @ 2 2.5 4 # 5 @ 7.9 1 (clo s e d) 4 # 5 @ 2.2 6 ( cl o s e d ) 4 # 5 @ 2 2.5 4 # 5 @ 2 2.5 4 # 5 @ 1 2(clo s e d ) 4 # 5 @ 3.1 1 (clo s e d ) 4 # 5 @ 1 0.3(clo s e d ) 4 # 5 @ 2 2.5 4 # 5 @ 1 2 (clo s e d ) 4 # 5 @ 1 2(clo s e d) 4 # 5 @ 1 7.6 4 # 5 @ 1 2(clo s e d) 4 # 5 @ 1 0.9(clo s e d) 2 #5 @ 9.7(closed) 2 #5 @ 9.65(closed) 2 #5 @ 11.8(closed) 2 #5 @ 7.43(closed) 2 #5 @ 8 .5 3 (c l o s e d ) 2 #5 @ 1 1 .8 (c l o s e d ) 2 #5 @ 4 .4 1 (c l o s e d ) 2 #5 @ 4 .4 6 (c l o s e d ) 2 #5 @ 7 .4 4 (c l o s e d ) 2 #5 @ 1 2 (c l o s e d ) 2 #5 @ 1 2 (c l o s e d ) 2 #5 @ 4 .1 7 (c l o s e d ) 2 #5 @ 4 .5 4 2 #5 @ 8 .1 6 2 #5 @ 1 2 2 #5 @ 7 .4 6 2 #5 @ 5 .2 (c l o s e d ) 2 #5 @ 1 2 (c l o s e d ) 2 #5 @ 9 .3 2 (c l o s e d ) 2 #5 @ 5 .2 5 (c l o s e d ) 2 #4 @ 1 1 .7 2 #4 @ 9 .9 8 2 #4 @ 8 .5 1 2 #4 @ 1 2 .6 2 #4 @ 1 2 .3 2 #4 @ 1 1 .6 Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Shear Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Shear Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Strength Design: Shear Reinforcement Plan Strength Design: Shear Reinforcement Plan - 72 PT - 72 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Strength Design: Shear Reinforcement Plan (2) Strength Design: Shear Reinforcement Plan - 73 PT - 73 4 .8 1 (8) 10@4.75 First Spacing = 4 5/8" SSR (8) 5@7.5 First Spacing = 4 5/8" SSR Strength Design: User Lines; User Notes; User Dimensions; PC Designs; SSR; SSR Description; SSR Details; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Strength Design: SSR Plan Strength Design: SSR Plan - 74 PT - 74 (8) 5@7.5 First Spacing = 4 5/8" SSR (8) 5@7.5 First Spacing = 4 5/8" SSR (8) 5@7.5 First Spacing = 4 5/8" SSR (8) 5@7.5 First Spacing = 4 5/8" SSR (4) 3@5.25 First Spacing = 2.88 5/8" SSR (6) 6@7.5 First Spacing = 4 5/8" SSR 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Strength Design: SSR Plan (2) Strength Design: SSR Plan - 75 PT - 75 Final Instantaneous Load: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 Final Instantaneous Load - Vertical Deflection Plot -0.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3 0.4 Min Value = 0 inches @ (0,0) Max Value = 0 inches @ (0,0) 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Final Instantaneous Load: Std Deflection Plan Final Instantaneous Load: Std Deflection Plan - 76 PT - 76 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Final Instantaneous Load: Std Deflection Plan (2) Final Instantaneous Load: Std Deflection Plan - 77 PT - 77 1C-1 OK 1C-2 OK 2C-1 OK 2C-2 OK 2C-3 OK 3C-1 OK 3C-2 OK 3C-3 OK 3C-4 OK 4C-1 OK 4C-2 OK 4C-3 OK 5 C -1 O K 6C-1 OK 7 C -1 O K 7 C -2 O K 8C-1 OK 9 C -1 O K 9 C -2 O K 10C-1 OK 10C-2 OK 1 1 C -1 O K 1 2 C -1 O K 13C-1 OK 13C-2 OK 13C-3 OK 1 4 C -1 O K 1 5 C -1 O K 1 5 C -2 O K 1 6 C -1 O K 17C-1 OK 18C-1 OK 2 2 C -1 O K 2 2 C -2 O K 2 3 C -1 O K 2 4 C -1O K 2 4 C -2O K 2 4 C -3O K 2 4 C -4O K 2 5 C -1 O K 2 5 C -2 O K 2 5 C -3 O K 2 5 C - 4 O K 2 5 C - 5 O K 2 5 C -6O K 2 5 C -7O K 2 5 C -8O K 2 5 C - 9 O K 2 6 C - 1 O K 2 6 C -2 O K 2 7 C - 1 O K 2 7 C -2O K 2 7 C -3O K 2 8 C - 1 O K 2 8 C - 2 O K 2 8 C -3 O K 2 8 C -4O K 2 8 C -5O K 2 8 C -6O K 2 9 C - 1 O K 2 9 C -2 O K 3 0 C -1O K 3 1 C -1O K 3 1 C -2O K 3 1 C -3O K 3 2 C - 1O K 3 3 C - 1 O K 3 3 C -2 O K 3 4 C -1O K 3 5 C -1 O K 3 6 C -1 O K 3 6 C -2 O K 3 6 C -3 O K 3 6 C - 4 O K 1 OK 2 OK (non-standard section) 3 OK (non-standard section) 4 OK 5 OK 6 OK (non-standard section) 7 OK (non-standard section) 8 OK (non-standard section) 9 OK (non-standard section) 10 OK 11 OK (non-standard section) 12 OK 13 OK (non-standard section) 14 OK 15 OK 16 OK (non-standard section) 17 OK (non-standard section) 18 OK 19 OK (non-standard section) 20 OK (non-standard section) 21 OK with SSR 22 OK (non-standard section) 23 OK with SSR Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Designs; PC Design Numbers; PC Design Status; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Design Status: Status Plan Design Status: Status Plan - 78 PT - 78 13C-4 OK 13C-5 OK 13C-6 OK 18C-1 OK 18C-2 OK 19C-1 OK 19C-2 OK 19C-3 OK 20C-1 OK 20C-2 OK 20C-3 OK 20C-4 OK 21C-1 OK 21C-2 OK 21C-3 OK 21C-4 OK 3 7 C - 1 O K 3 7 C - 2 O K 3 7 C -3 O K 3 8 C -1 O K 3 9 C -1 O K 3 9 C -2 O K 3 9 C -3 O K 3 9 C -4 O K 4 0 C -1 O K 4 0 C -2 O K 4 0 C - 3 O K 4 0 C -4 O K 4 1 C -1 O K 4 2 C -1 O K 24 OK with SSR 25 OK with SSR 26 OK with SSR 27 OK 28 OK 29 OK 30 OK 31 OK 32 OK with SSR 33 OK 34 OK with SSR 35 OK with SSR 36 OK 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Design Status: Status Plan (2) Design Status: Status Plan - 79 PT - 79 1 OK USR=0.601 2 OK (non-standard section) USR=0.735 3 OK (non-standard section) USR=0.361 4 OK USR=0.793 5 OK USR=0.712 6 OK (non-standard section) USR=0.565 7 OK (non-standard section) USR=0.489 8 OK (non-standard section) USR=0.287 9 OK (non-standard section) USR=0.126 10 OK USR=0.826 11 OK (non-standard section) USR=0.309 12 OK USR=0.362 13 OK (non-standard section) USR=0.543 14 OK USR=0.666 15 OK USR=0.472 16 OK (non-standard section) USR=0.398 17 OK (non-standard section) USR=0.424 18 OK USR=0.657 19 OK (non-standard section) USR=0.411 20 OK (non-standard section) USR=0.13 21 OK with SSR RSR = 0.974 (USR=1.52) 22 OK (non-standard section) USR=0.318 23 OK with SSR RSR = 0.879 (USR=1.1) Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:260 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 80 PT - 80 24 OK with SSR RSR = 0.903 (USR=1.14) 25 OK with SSR RSR = 0.941 (USR=1.2) 26 OK with SSR RSR = 0.837 (USR=1.03) 27 OK USR=0.472 28 OK USR=0.978 29 OK USR=0.841 30 OK USR=0.8 31 OK USR=0.954 32 OK with SSR RSR = 0.836 (USR=1.01) 33 OK USR=0.885 34 OK with SSR RSR = 0.495 (USR=1.03) 35 OK with SSR RSR = 0.839 (USR=1.21) 36 OK USR=0.822 170311_Westgate Edmonds - L2 PT Design.cpt - 3/16/2017 Design Status: Punching Shear Status Plan (2) Design Status: Punching Shear Status Plan - 81 PT - 81 Westgate Edmonds Level 1 Post-Tensioned Slab Design QCE #16369.01 170221_Westgate Edmonds - L1 PT Design.cpt 3/16/2017 Amanda Reynolds / Scott Tinker RAM Concept © 2016 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 6.0.1 PT - 100 Geometry Units Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Units Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Units Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/º Line Moment Spring: k/º Area Moment Spring: k/ftº Slab Analysis Units Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Units Concrete Volume: yd³ Reinforcing Area: in² PT Force: Kips Reinforcement Weight: tons Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Units Floor Area: ft² Density: pcf Elongations: inches Tendon Angles (for friction): radians Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Units Units - 2 PT - 101 Positive Loads Positive Analysis Positive Reactions Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Signs Signs - 3 PT - 102 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Ec Calc User Eci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 Code 2500000 3000000 5000 psi 150 150 3500 5000 4225 6399 0.2 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 Code 2500000 3000000 5000 psi (2) 145 150 3750 5000 4558 6399 0.2 Code 2500000 3000000 4000 psi (2) 145 150 3000 4000 3725 4975 0.2 Code 2500000 3000000 PT Systems System Name Type Aps (in²) Eps (ksi) fse (ksi) fpy (ksi) fpu (ksi) Duct Width (inches) Strands Per Duct Min Radius (feet) ½" Unbonded unbonded 0.153 28000 175 243 270 0.5 1 6 ½" Bonded bonded 0.153 28000 160 243 270 3 4 6 0.6" Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8 0.6" Bonded bonded 0.217 28000 160 243 270 4 4 8 PT Stressing Parameters System Name Jacking Stress (ksi) Seating Loss (inches) Anchor Friction Wobble Friction (1/feet) Angular Friction (1/radians) Long-Term Losses (ksi) ½" Unbonded 216 0.25 0 0.0014 0.07 12 ½" Bonded 216 0.25 0.02 0.001 0.2 22 0.6" Unbonded 216 0.25 0 0.0014 0.07 22 0.6" Bonded 216 0.25 0.02 0.001 0.2 22 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi) Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Materials Materials - 4 PT - 103 SSR Systems SSR System Name Stud Area (in²) Head Area (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacing Rounding Increment (inches) Min Studs Per Rail System Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail Ancon Shearfix Auto-Size0.1217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 10 mm0.1217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 12 mm0.1753 1.578 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 14 mm0.2386 2.147 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 16 mm0.3116 2.805 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 20 mm0.4869 4.383 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 24 mm0.7012 6.311 0.5906 None 72.52 0.03937 2 Rail Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Materials (2) Materials - 5 PT - 104 Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Balanced Load (transfer) Balance (transfer) Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Construction Dead Load Stressing Dead Normal 1 1 Dead Load Dead Normal 1 1 Dead Load (transfer) Dead (transfer) Normal 1 1 Live Load Reducible Live (Reducible) Normal 1 0 Live Load Reducible (transfer) Live (Reducible) (transfer) Normal 1 0 Live Load Unreducible Live (Unreducible) Normal 1 0 Partition Load Live (Unreducible) Normal 1 0 Live Load Unreducible (transfer) Live (Unreducible) (transfer) Normal 1 0 Live Load Storage Live (Storage) Normal 1 0 Live Load Storage (transfer) Live (Storage) (transfer) Normal 1 0 Live Load Roof Live (Roof) Normal 1 0 Live Load Roof (transfer) Live (Roof) (transfer) Normal 1 0 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Loadings Loadings - 6 PT - 105 All Dead LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Balanced Load (transfer) 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Construction Dead Load 1 1 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Live Load Reducible 1 0 Live Load Reducible (transfer) 1 0 Live Load Unreducible 1 0 Live Load Unreducible (transfer) 1 0 Live Load Storage 1 0 Live Load Storage (transfer) 1 0 Balanced Load (transfer) 1 1 Partition Load 1 0 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Load Combinations Load Combinations - 7 PT - 106 Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Live Load Roof 1 0 Live Load Roof (transfer) 1 0 Balanced Load (transfer) 1 1 Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Balanced Load (transfer) 1 1 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Live Load Reducible 0.75 0 Live Load Reducible (transfer) 0.75 0 Live Load Unreducible 0.75 0 Live Load Unreducible (transfer) 0.75 0 Live Load Storage 0.75 0 Live Load Storage (transfer) 0.75 0 Live Load Roof 0.75 0 Live Load Roof (transfer) 0.75 0 Balanced Load (transfer) 1 1 Partition Load 0.75 0 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Load Combinations (2) Load Combinations - 8 PT - 107 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Live Load Reducible 0.75 0 Live Load Reducible (transfer) 0.75 0 Live Load Unreducible 0.75 0 Live Load Unreducible (transfer) 0.75 0 Live Load Storage 0.75 0 Live Load Storage (transfer) 0.75 0 Balanced Load (transfer) 1 1 Partition Load 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Dead Load 1 1 Dead Load (transfer) 1 1 Live Load Reducible 0.5 0.5 Live Load Reducible (transfer) 0.5 0.5 Live Load Unreducible 0.5 0.5 Live Load Unreducible (transfer) 0.5 0.5 Live Load Storage 1 1 Live Load Storage (transfer) 1 1 Live Load Roof 0.5 0.5 Live Load Roof (transfer) 0.5 0.5 Balanced Load (transfer) 1 1 Partition Load 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 Dead Load 1.4 0.9 Dead Load (transfer) 1.4 0.9 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Load Combinations (3) Load Combinations - 9 PT - 108 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Dead Load 1.2 0.9 Dead Load (transfer) 1.2 0.9 Live Load Reducible 1.6 0 Live Load Reducible (transfer) 1.6 0 Live Load Unreducible 1.6 0 Live Load Unreducible (transfer) 1.6 0 Live Load Storage 1.6 0 Live Load Storage (transfer) 1.6 0 Live Load Roof 0.5 0 Live Load Roof (transfer) 0.5 0 Partition Load 1.6 0 Factored LC: 1.2D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Dead Load 1.2 0.9 Dead Load (transfer) 1.2 0.9 Live Load Reducible 0.5 0 Live Load Reducible (transfer) 0.5 0 Live Load Unreducible 1 0 Live Load Unreducible (transfer) 1 0 Live Load Storage 1 0 Live Load Storage (transfer) 1 0 Live Load Roof 1.6 0 Live Load Roof (transfer) 1.6 0 Partition Load 1 0 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Load Combinations (4) Load Combinations - 10 PT - 109 Factored LC: 1.2D + 1.6L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Dead Load 1.2 0.9 Dead Load (transfer) 1.2 0.9 Live Load Reducible 1.6 0 Live Load Reducible (transfer) 1.6 0 Live Load Unreducible 1.6 0 Live Load Unreducible (transfer) 1.6 0 Live Load Storage 1.6 0 Live Load Storage (transfer) 1.6 0 Partition Load 1.6 0 Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Dead Load 1.2 0.9 Dead Load (transfer) 1.2 0.9 Live Load Reducible 0.5 0 Live Load Reducible (transfer) 0.5 0 Live Load Unreducible 1 0 Live Load Unreducible (transfer) 1 0 Live Load Storage 1 0 Live Load Storage (transfer) 1 0 Partition Load 1 0 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Load Combinations (5) Load Combinations - 11 PT - 110 Code Minimum Design 318-11 Min. Reinforcement User Minimum Design Specified Min. Reinforcement Initial Service Design 318-11 Initial Service Design Service Design 318-11 Service Design Include detailed section analysis Sustained Service Design 318-11 Sustained Service Design Strength Design 318-11 Strength Design Punching Shear Design Ductility Design 318-11 Ductility Design Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Design Rules Design Rules - 12 PT - 111 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb)R1 × max(La,Lb)*R1 × max(Lb,5Lc)*R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Detailing Rules Detailing Rules - 13 PT - 112 b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=24 d=12 5000 psi b=18 d=12 5000 psi b=24 d=12 5000 psi b=18 d=12 5000 psi b=24 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi b=18 d=12 5000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=8 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=8 4000 psi t=10 4000 psi t=10 4000 psi t=8 4000 psi t=10 4000 psi t=8 4000 psi t=10 4000 psi t=10 4000 psi t=8 4000 psi t=8 4000 psi t=8 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=10 4000 psi t=9 5000 psi Mesh Input: Beams; Beam Dimensions; Slab Areas; Slab AreaT hicknesses; Slab Area Concrete Models; Slab Openings; Slab Opening Hatching; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Walls Below; Wall Thicknesses; Wall Concrete Models; Columns Below; Column Dimensions; Column Concrete Models; Point Springs; Point Spring Icons; Point Spring Values; Line Springs; Line Spring Icons; Line Spring Values; Area Springs; Area Spring Icons; Area Spring Values; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Mesh Input: Standard Plan Mesh Input: Standard Plan - 14 PT - 113 Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Area Springs; Area Spring Icons; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Element: Standard Plan Element: Standard Plan - 15 PT - 114 h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Pin,Pin,Comp Shear h=8.5 Fix,Pin,Comp I Factor=0.7 h=8.5 Fix,Pin,Comp I Factor=0.7 h=8.5 Fix,Pin,Comp I Factor=0.7 h=8.5 Fix,Pin,Comp I Factor=0.7 h=8.5 Fix,Pin,Comp I Factor=0.7 h=8.5 Fix,Pin,Comp I Factor=0.7 h=8.5 Fix,Pin,Comp I Factor=0.7 h=8.5 Fix,Pin,Comp I Factor=0.7 h=8.5 Fix,Pin,Comp I Factor=0.7 h=8.5 Fix,Pin,Comp I Factor=0.7 h=8.5 Fix,Pin,Comp I Factor=0.7 h=8.5 Fix,Pin,Comp I Factor=0.7 Element: Wall Elements Below; Wall Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Outline Only; Column Elements Below; Column Element Heights; Column Element Fixity; Point Springs; Point Spring Icons; Point Spring Values; Point Spring Elevations; Line Springs; Line Spring Icons; Line Spring Values; Line Spring Elevations; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Element: Supports Below Slab Summary Plan Element: Supports Below Slab Summary Plan - 16 PT - 115 Fz=1.02 Fz=1.02 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.5 Fz=0.5 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.5 Fz=0.5 Fz=1.02 Fz=1.02 Fz=1.02Fz=1.02Fz=0.5 Fz=0.5Fz=0.5 Fz=0.5 Fz=1.02 Fz=1.02 Fz=1.02 Fz=1.02Fz=1.02 Fz=1.02 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.5 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.2 Fz=0.2 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Fz=0.3 Dead Load: User Lines; User Notes; User Dimensions; Line Loads; Line Load Icons; Line Load Values; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Dead Load: Line Loads Plan Dead Load: Line Loads Plan - 17 PT - 116 Fz=10 Fz=10 Fz=10 Fz=10 Fz=10 Dead Load: User Lines; User Notes; User Dimensions; Area Loads; Area Load Icons; Area Load Values; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Dead Load: Area Loads Plan Dead Load: Area Loads Plan - 18 PT - 117 Fz=31.8 Fz=394 Fz=365 Fz=329 Fz=214 Fz=102 Fz=130 Fz=101 Fz=10.3 Fz=11.1 Fz=18.3 Fz=15.1 Fz=4.42 Fz=1.48 Fz=3.32 Fz=6.56 Fz=5.49 Fz=2.63Fz=12.2 Fz=17.3 Fz=3.29 Fz=12.8 Fz=3.56 Fz=2.75Fz=2.77 Fz=3.77 Fz=3.08 Fz=0.965 Fz=5.18 Fz=5.18 Fz=1.61 Fz=-0.874Fz=0.913 Fz=0.253 Fz=8.63 Fz=8.81 Fz=9.18 Fz=5.63 Dead Load (transfer): Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Mesh Input: Walls Below; Element: Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Dead Load (transfer): All Loads Plan Dead Load (transfer): All Loads Plan - 19 PT - 118 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40Fz=40 Fz=40Fz=40 Fz=40Fz=40 Fz=40Fz=40 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100 Fz=100Fz=100Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=125 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Live Load Unreducible: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Live Load Unreducible: All Loads Plan Live Load Unreducible: All Loads Plan - 20 PT - 119 Fz=7.88 Fz=118 Fz=108 Fz=92.8 Fz=69.5 Fz=38.2 Fz=47.8 Fz=35.9 Fz=2.84 Fz=3.22 Fz=5.04 Fz=4.26 Fz=1.12 Fz=0.141 Fz=0.75 Fz=1.72 Fz=1.46 Fz=0.528Fz=3.28 Fz=4.78 Fz=0.536 Fz=3.48 Fz=0.71 Fz=0.42Fz=0.593 Fz=0.564 Fz=0.685 Fz=0.0506 Fz=1.27 Fz=1.07 Fz=0.206 Fz=-0.272Fz=0.0558 Fz=-0.256 Fz=2.84 Fz=2.52 Fz=2.98 Fz=1.37 Live Load Unreducible (transfer): User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Live Load Unreducible (transfer): All Loads Plan Live Load Unreducible (transfer): All Loads Plan - 21 PT - 120 1- 1 1- 2 2- 1 2- 2 3- 1 4- 1 4- 2 4- 3 4 -4 5 -1 6 -17-1 8 -1 8 -2 8 -3 8 -4 9 -1 10-1 10-2 10-3 11-1 11-2 11-3 12-1 13-1 13-2 13-3 13-4 Design Strip: Latitude Span Boundaries; Latitude SSs; SS Numbers; Latitude DSs; Latitude Strip Boundaries; Latitude SSSs; SSS Hatching; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 22 PT - 121 1 4 - 1 1 4 - 2 1 4 - 3 1 4 - 4 1 4 - 5 14 - 6 1 4 -7 1 4 -8 1 5 - 1 1 6 - 1 1 7 - 1 1 7 - 2 1 7 - 3 1 7 -4 1 8 -1 1 9 -1 2 0 -1 2 1 -1 Design Strip: Longitude Span Boundaries; Longitude SSs; SS Numbers; Longitude DSs; Longitude Strip Boundaries; Longitude SSSs; SSS Hatching; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Below; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 23 PT - 122 #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 Design Strip: Punching Checks; Punching Check Numbers; Punching Check Sections; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 24 PT - 123 0 .8 s tra n d s /fe e t 4 .7 5 7 .5 1 .2 5 7 .5 0 .8 s tra n d s /fe e t 4 .7 5 7 .5 7 .5 1 .2 5 7 .5 7 .5 7 .5 7 .5 0.8 strands/feet 4.54.75 7.57.5 1.5 0.8 strands/feet1.5 7.5 7.54.75 7.5 4.756 1 .6 s tra n d s /fe e t 4 .7 5 7 .5 1 .2 5 7 .5 4 .5 4 .5 4 .5 4 .7 54.5 4 .7 54.7 54.5 7 .54.7 54.5 7 .54.5 7 .54.7 5 7 .54.7 5 1 .2 54.7 5 7 .5 1 .2 57.5 1 .2 54.5 4.75 7.5 4.57.5 1 .2 54.5 4.75 7.5 4.5 7 .51.2 54.5 4.75 7.5 4.5 7 .51.2 5 6 .51.2 5 7 .54.5 4.75 7.5 4.5 6 .57.5 6 .54.5 4.75 7.5 4.5 7 .57.5 6 .5 7 .57.57.5 367.57.5 6 34.54.5 4 .54.5 33 4 .5 4 .54.5 3 . 7 5 3 .7 5 3 S3S3S 3 S3S3S3S3S 3 S3S3S3S3S3S3S3S3S3S 3 S3S3S3S3S3S3S3S3S3S3S3S 3 S3S3S3S3S3S3S3S3S3S 3 S3S3S3S3S3S3S3S3S3S 3 S3S3S3S3S3S 3 S3S3S3S3S3S 3 S3S Manual Latitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Generated Latitude Tendon: Tendons; Manual Longitude Tendon: Tendons; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Manual Latitude Tendon: Standard Plan Manual Latitude Tendon: Standard Plan - 25 PT - 124 4 . 5 2 7 4 . 5 3 . 5 1 . 2 5 7 77 4.5 7 3 3 2 . 5 7 7 7 1 . 5 1.5 7 4 . 5 4.54.5 7 1 . 2 5 7 4 . 5 4 . 5 7 4 . 5 4 4.5 4 .57 7 7 7 1 .2 5 1 .53 7 7 7 4 .5 5 .7 5 4 .5 4 .5 4 .5 4 . 5 2 1 S 2 1 S 1 8 S 2 1 S 1 8 S 2 1 S 1 8 S 1 8 S 2 1 S 1 3 S 1 8 S 2 1 S 1 3 S 1 8 S 2 1 S 1 3 S 1 8 S 2 1 S 2 1 S 1 8 S 1 7 S 1 8 S 1 3 S 1 8 S 2 3 S 1 7 S 1 3 S 2 3 S 2 3 S 1 5 S 1 7 S 2 3 S 1 5 S17S 2 3 S 1 5 S 1 7 S 1 7 S 2 3 S 1 5 S 1 7 S 2 3 S 1 5 S Manual Longitude Tendon: Tendons; Num Strands; Tendon Inflection Ratio; Jacks; Tendon Points; Profile Values; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Longitude Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevation Values; Profile Nodes; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Manual Longitude Tendon: Standard Plan Manual Longitude Tendon: Standard Plan - 26 PT - 125 R S F r = 1 3 1 F z = 6 9 . 6 RSFr=-3 0 8 F z =5 7 .6 RSFr=3 6 .7 F z =1 8 0 R S F r = 1 6 5 F z = 4 2 7 R S F r = 7 1 . 8 F z = 2 9 . 5 R S F r =1 7 .5 F z =3 4 .5 R SFr=113 Fz=14.6 RSFr=-6 7 .2 F z =2 0 1 R SFr=82.7 Fz=88.1R S F r = 1 4.8 F z = 2 9 . 1 R S F r = 1 9.3 F z = 5 7 . 1 R SFr=72.4 Fz=70.5 R S F r = - 5 3 . 5 F z = 1 0 7 R S F r = - 4 1 F z = 2 1 6 R S F r =1 3 1 F z =5 2 .3 R S F r =-2 8 .3 F z =6 0 .8 R SFr=-142 Fz=5.25 R S F r =3 0 8 F z =4 6 .1 R S F r =2 8 .6 F z =7 5 .6 R SFr=-51 Fz=83.6 R SFr=118 Fz=182 R SFr=-171 Fz=66.8 RSFz=9 7 .4 RSFz=9 3 .6 RSFz=8 4 .6 RSFz=4 7 3 RSFz=7 3 .7 RSFz=4 4 2 R S Fz=69 R S F z =3 8 2 R S Fz=292 R S F z =1 6 3 R S F z =2 1 2 R S F z =1 5 6 Dead + Balance LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Dead + Balance LC - Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fz)(Standard Context) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Dead + Balance LC: Std Reactions Plan Dead + Balance LC: Std Reactions Plan - 27 PT - 126 0 0.016 0.016 0 0.016 0.016 0 0.016 -0.0160.016 -0.016-0.01600.032 0.016 0.016 -0.016 0.016 -0.0320.0320.016 -0.016-0.032 -0.016-0.0160.032 -0.0160 0 00.016 0 0 0 0.016 0 00000.016 00 0 -0.016 -0.016 0-0.016-0.032 0 -0.032 00-0.032-0.048 0 00.016 0 0 0.016-0.048 -0.016-0.08 -0.0480-0.080.016 0.016 0-0.048 -0.016 -0.0640 -0.080-0.048 -0.016-0.08 00 -0.0160 -0.016 -0.032 0-0.048-0.016 -0.0160.016 0.032 0.032 0-0.016-0.0160 00 0.0160 0 0.0480 0-0.016 -0.016 0-0.0320.048 0.0160.032 -0.016 0-0.048 -0.016-0.0320.016 -0.016 0 -0.016-0.048 -0.048-0.048 0 -0.048-0.016 -0.064 -0.032-0.064-0.064 -0.016 0-0.032 0-0.032 0 0-0.032 0 0.032-0.016 0.016 0-0.016 0.032 0.032 000.016 0 0 00 Initial Service LC: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Initial Service LC - Vertical Deflection Plot (Maximum Values) -0.08 -0.064 -0.048 -0.032 -0.016 0 0.016 0.032 0.048 Min Value = -0.09513 inches @ (43.17,148.4) Max Value = 0.06502 inches @ (13.69,129.4) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Initial Service LC: Max Deflection Plan Initial Service LC: Max Deflection Plan - 28 PT - 127 0 0 0.03 0 0 0 0 0.09 0 0.03 0.03 0.030.03 0.060.120.09 0.09 0.15 0.06 0.060.090.18 0 0.030.06 0.06 0.180.03 0.030.06 0.090.03 0.03 0.180.03 00.06 0 0.03 0.120.12 0.09 0.12 0.120.06 0.060.09 0.090 00.120.060 0.12 0.06 00.12 0.12 0.15 0.09 00.06 0.12 0.12 0.15 00.150.12 0.090.09 0.03 0.09 0.09 0.0300.06 00.03 0.060.1500.15 0.090.090.120.03 0.030.06 0.030.03 0.06 0.060.030.030.15 0.09 0 0.030.09 0.030.09 0.060.120.12 0.18 0.03 0.12 0.18 0.030.06 0.09 0.030.120.18 0.18 0.24 0.09 0.180.09 0.12 0.060.06 0.150.03 0.18 0.21 0.0300.060.09 0.060.15 0.15 0.060.030 0.09 0.060.12 0.09 0.06 0.030.03 000 000 Service LC: D + L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Service LC: D + L - Vertical Deflection Plot (Maximum Values) 0 0.03 0.06 0.09 0.12 0.15 0.18 0.21 0.24 Min Value = -0.0086 inches @ (48.5,132.6) Max Value = 0.2552 inches @ (32.67,148.1) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Service LC: D + L: Max Deflection Plan Service LC: D + L: Max Deflection Plan - 29 PT - 128 R S F z = 9 4.7 RSFz=7 6 .9 RSFz=2 3 0 R S F z = 5 5 5 R S F z = 4 1 . 7 R S F z =4 2 .1 R S Fz=21.1 RSFz=2 6 5 R S Fz=116R S F z = 5 4.3 R S F z = 7 4.9 R S Fz=86.8 R S F z = 1 6 1 R S F z = 3 3 6 R S F z =7 5 .4 R S F z =8 4 .7 R S Fz=-8.56 R S F z =6 9 .6 R S F z =9 8 .1 R S Fz=128 R S Fz=260 R S Fz=106 RSFz=1 2 6 RSFz=1 2 3 RSFz=1 1 4 RSFz=6 2 9 RSFz=9 7 .3 RSFz=5 9 2 R S Fz=89.4 R S F z =5 0 6 R S Fz=395 R S F z =2 4 5 R S F z =3 1 5 R S F z =2 2 7 Service LC: D + L: User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:280 Service LC: D + L - Reaction Plot: (Wall Below,Column Below)(Fz)(Standard Context) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Service LC: D + L: Service Reactions Plan Service LC: D + L: Service Reactions Plan - 30 PT - 129 0 2.5 2.5 0 0 2.5 00 0 2.5 2.5 2.52.5 0 2.5 0 2.500 7.50-2.5-2.5 00 00 0 -5-5 0 2.5 02.5 0 000 2.5 002.5 02.5 2.5 2.52.5 2.52.52.5 02.5 55 0000 0 02.5 2.5 00002.5 -2.5-2.52.50 2.5 505002.5 5 2.5522.522.5 2.57.5 50 000-2.5 0 000-2.5-2.5 2.5 0 5 05 0 5 2.55 2.5 2.50 5 55 2.50 2.5 0 0 0 00 0 2.5 2.5 5 2.5 2.52.50 00 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 0.5 Kips Min Value = -8.935 Kips @ (90.39,70) Max Value = 26.6 Kips @ (42.17,125.2) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan - 31 PT - 130 0 0 2.5 2.5 0 2.5 0 00 2.5 2.5 0 0 0005 2.55505002.52.5 0 0 2.55 -2.5 0 00 00 02.5 0 2.50 002.5 2.5 05 2.50 2.5 0 2.52.5 2.52.52.5 0 0 00 0 0 2.50 2.5 0 0-2.5 2.5 00-2.5 -2.5 5-2.52.5 2.52.5 7.52.5 1000 -2.5 7.52.50 5 5 050 02.52.52.5 055 -2.52.5 -2.5-2.5 02.52.5 2.5 0 2.5 00 2.5 0 5 2.5 2.5 2.5 0 5 2.5 0 0 0 0 00 0 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 0.5 Kips Min Value = -4.871 Kips @ (60.33,139.9) Max Value = 12.82 Kips @ (72.3,124.8) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan - 32 PT - 131 R S F r = 1 3 1 F z = 1 2 5 RSFr=-3 0 8 F z =1 0 0 RSFr=3 6 .7 F z =2 9 3 R S F r = 1 6 5 F z = 7 2 0 R S F r = 7 1 . 8 F z = 5 5 R S F r =1 7 .5 F z =5 3 .6 R SFr=113 Fz=27.4 RSFr=-6 7 .2 F z =3 4 2 R SFr=82.7 Fz=150R S F r = 1 4.8 F z = 7 6 R S F r = 1 9.3 F z = 9 7 R SFr=72.4 Fz=111 R S F r = - 5 3 . 5 F z = 2 1 8 R S F r = - 4 1 F z = 4 4 7 R S F r =1 3 1 F z =1 0 1 R S F r =-2 8 .3 F z =1 1 2 R SFr=-142 Fz=-24.2 R S F r =3 0 8 F z =9 3 .3 R S F r =2 8 .6 F z =1 2 7 R SFr=-51 Fz=174 R SFr=118 Fz=345 R SFr=-171 Fz=144 RSFz=1 6 2 RSFz=1 5 9 RSFz=1 4 8 RSFz=8 1 7 RSFz=1 2 6 RSFz=7 7 1 R S Fz=115 R S F z =6 6 0 R S Fz=516 R S F z =3 2 6 R S F z =4 1 8 R S F z =2 9 9 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Factored LC: 1.2D + 1.6L + 0.5Lr - Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fz)(Standard Context) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Factored LC: 1.2D + 1.6L + 0.5Lr: Std Reactions Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Std Reactions Plan - 33 PT - 132 Initial Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bottom Bars; Span Design Shear Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; DS Design Bottom Bars; DS Design Shear Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Initial Service Design: Reinforcement Plan Initial Service Design: Reinforcement Plan - 34 PT - 133 -2 6 1 -3 3 7-2 3 2 -2 3 9 -2 7 6-2 8 8 -6 0 .6 -2 7 0 -2 4 1 -3 2 3-2 2 3-2 3 4-2 2 8 -2 5 4-2 7 4 -9 7 .1 -2 3 4 -1 3 8-1 7 3 -5 6 .3 -1 7 1-1 5 2 -2 4 4 -3 2 0-2 4 1 -2 6 1 -2 9 6-3 2 8 -7 0 .5 -2 6 9-2 3 1 -2 0 7 -2 9 6 -2 4 7 -2 3 6 -9 4 .5 -2 2 2 -1 5 9-1 7 7-2 6 .5 -1 9 4 -1 7 3 -2 3 7-2 0 6 -2 1 5-2 3 2-1 6 4 -2 3 1 -3 1 0 -2 4 7-2 6 2-2 5 4 -3 0 3-3 1 7 -4 9 .4-5 2 .1-2 9 .4 -2 7 7 -3 0 0-2 7 6 -2 9 1 -2 3 7 -2 3 3 -1 0 6 -2 2 6 -1 5 4-1 1 3-1 2 5-9 2 -3 7 6 -237 -318-248-252-248 -2 8 0-3 5 5 -5 5 .1 -1 0 4-7 2 .7 -328 -35.9 -264-247 -143-180-89.5-180-232-258 -70.1-306 -282-252-254-244-320-235 -153 -89.4 -245-175 -236 -302-187-188-166 -173-224 -61.2 -190-102 -66.1 -217 -60.1 -51.9 -283-225 - 2 8 0 - 3 3 6 - 5 8.1 - 1 0 2 0.9 1 9 6.3 7 - 2 0 4 - 1 6 4 - 1 7 3 - 1 4 9 - 1 5 9 - 1 4 1 - 1 4 2 1 9 . 1 4 8 - 7 2 . 7 - 4 7 - 1 6 4 - 1 0 9 - 7 9 - 1 4 6 - 1 6 . 8 - 1 4 9 - 1 1 9 - 1 2 7 - 2 2 9 - 2 0 8 - 2 5 5 - 1 0 2 - 1 1 2 - 3 2 . 5 -5 5 .8 -2 7 5 -1 0 8 -8 8 .1 -8 8 .2 -1 0 .8 -1 8 8 -1 8 6 -2 3 5 -2 1 6 -2 8 5 -2 3 0 - 2 3 5 - 2 9 2 - 2 0 3 - 2 2 2 - 1 2 0 - 3 4 6 - 3 8 5 - 6 4.4 - 1 6 9 - 1 0 9 - 7 7 - 1 6 3 - 4 0 - 1 4 7 - 8 9 . 7 - 7 2 - 1 1 0 2 3 - 1 8 4 - 1 6 3 - 1 6 5 8 4 . 4 - 5 4 2 -3 3 1 -1 7 3 -2 5 7 -2 7 5 2 7 .7 -2 7 5 -2 5 3 -3 0 0 2 4 -2 4 0 -2 8 9 -4 5 6 -3 0 0 -2 7 6 -2 7 0 -3 2 3 -2 5 4 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7177177 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 177 177 1 7 7 1 7 7 177 177 177177177 177177177 177 177 177 177 177 177 177 177 177 177 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 Initial Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Initial Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Initial Service Design: Top Stress Plan Initial Service Design: Top Stress Plan - 35 PT - 134 -2 3 2 -1 4 0 -1 7 9 -1 3 1 -9 7 .4-6 7 .3 -3 5 5 -6 7 .2 -1 9 9 -1 1 0 -1 6 6 -1 5 6 -1 1 6-7 1 .2 -3 1 1 -1 5 8-1 7 8 -1 8 5 -1 0 8 -1 8 9 -2 0 4 -1 2 4 -1 8 6 -1 5 5 -1 1 8-8 4 .7 -3 4 3 -1 4 7-1 8 4 -2 0 2-1 2 2 -1 7 4 -1 8 9 -3 3 9 -2 2 1 -1 6 2-1 4 9 -3 2 7-1 7 6-2 0 5 -1 5 6 -2 0 0 -2 0 0-2 0 7 -2 0 3-1 8 1 -2 5 9-2 4 7 -1 9 1 -8 1 .2 -1 5 7-1 4 9-1 5 4 -1 7 2-1 3 4 -3 4 7 -1 3 8 -1 6 2-1 7 5-1 2 6 -1 7 9 -1 9 2 -3 4 0 -1 7 7 -6 3 .3 4 4 .9 1 9 .437.2 -3 6 5 -205 -109-172-168-185 -1 6 3-1 2 1 -3 3 5 0 .9 2 3 -83.7 -357 -49.6-156 -78.9-127-126-201-138-158 -122-311 -75.1-106-134-156-105-203 -80.1 -193-133 -177 -209 -120-158-125-126 -100-58.6 -285 -47.6-72.3 -96.2-90.5 -161 -179-225-144 -209 - 2 5 2 - 1 5 6 - 2 1 7 - 1 8 3 - 2 8 3 - 2 9 2 - 7 5.7 - 9 3 . 8 - 8 2 . 5- 9 4.3 - 9 . 8 - 1 9 8 - 2 2 4 - 9 8.9 - 1 2 7 5.5 4 - 5 4 . 6 - 8 5 . 3 - 4 . 0 1 - 1 9 0 - 4 7.3 - 1 6 2 - 2 0 1 - 9 4 . 4 - 1 8 2 - 1 0 6 - 2 6 4 -2 6 6 -6 1 -2 0 4 -2 0 9 -1 6 6 -3 2 0 -7 5 .5 -1 1 7 -9 5 .9 -1 3 8 -1 1 4 -1 9 7 - 2 0 9 - 1 4 5 - 2 1 2 - 1 1 6 - 1 7 9 - 3 3 8 - 1 4 3 - 1 7 0 1 3.9 - 2 3.4 - 3 6 . 2 8 2 . 2 - 1 0 7 1 6 . 2 - 3 7.6 - 5 3 . 8 - 0.7 1 2 - 1 4 8 8 8 . 1 6 2 . 9 7 7 . 6 - 1 8 3 - 1 6 2 - 4 1 6 - 2 2 2 -6 4 .5 -1 2 7 3 .9 3 1 3 -3 9 0 -1 0 7 -1 6 5 -1 2 .9 -3 3 0 -8 5 .3 -8 8 .2 -1 5 4 -4 4 .1 -2 4 6 -6 4 .8 -1 0 6 -9 2 .9 -2 1 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 177 177 1 7 7 1 7 7 177 177 177177177 177177177 177 177 177 177 177 177 177 177 177 177 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 1 7 7 Initial Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Initial Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Initial Service Design: Bottom Stress Plan Initial Service Design: Bottom Stress Plan - 36 PT - 135 6 #4 B . 11 #4 B . 3 #4 B . 5 #4 B . 8 #4 B . Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bottom Bars; Span Design Shear Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; DS Design Bottom Bars; DS Design Shear Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Service Design: Reinforcement Plan Service Design: Reinforcement Plan - 37 PT - 136 -2 3 4 -3 2 0 -5 0 .1 -8 1 -2 3 4 -1 2 7 -1 5 9 -2 2 .9 -2 1 5 -2 8 7 2 8 .3 -1 5 .1 -2 2 7 -1 8 1 -1 9 7 -0 .8 2 1 -1 2 6-1 6 7 -6 4 .4 -1 2 8-2 5 .2 -2 1 6 -2 6 8 8 8 .2 4 0 .3 -1 9 6-1 9 5 -2 7 8 -3 7 .7 3 5 .9 -2 0 1 1 0 1 1 0 9 -2 4 9-2 0 7 -1 6 1-1 6 9-2 9 .9 -1 4 4-3 9 .9 -9 5 .2 -2 4 6-2 0 1 6 3 .6 -1 7 0 -2 0 5 -2 7 0 6 6 .8 -1 3 -1 9 8-1 8 5-1 9 1 -1 7 0-1 9 6-1 8 9 -2 5 0 -8 .5 9 2 4 .7 -1 7 3 3 9 5 3 5 7 -4 9 9 -9 6 .3 -1 4 4-1 1 1-1 1 6 0 .5 4 4 -1 7 1 -211 -287 26.3 -6 .7 6 -2 6 0 -1 4 6-1 6 3 2 2 9 -62-198 -83.3-102 321 254 -214 11254.742.1 -215 -199 -229 72112 -310-211 156 -241-168 -212 -283 272 260 -159-155-157-156-174-167-172 329 364 -230 133 167 -273 -201 - 2 5 1 - 3 3 8 3 0 9 3 1 7 - 1 9 5 3 1 8 3 4 8 - 1 1 5 1 8 5 2 1 2 - 1 0 9 - 7 1 . 9 - 1 1 4 8 3.5 9 0 - 2 3 8 1 5 7 1 0 7 -2 6 3 1 8 0 1 7 9 -1 4 7 -1 0 0 -1 5 466.9 3 0 .5 -2 8 1 -2 0 8 - 2 1 1 - 2 9 2 - 2 5.4 - 2 8 9 - 3 3 9 - 6 8 . 9 - 1 4 6 - 4 7.1 1 1 3- 1 1 8 - 1 1 5 - 1 1 8 - 1 0 6 - 1 0 9 2 5 8 2 6 4 - 5 6 - 3 6 . 7 - 5 8 . 6 2 3 4 2 3 3 - 4 8 . 8 - 3 5 . 9 - 3 7 4 - 3 2 7 -4 .5 6 -3 7 .1 5 3 .7 3 0 3 -3 2 1 -1 4 7 -1 6 9 1 6 6 1 3 8 -1 6 2 -7 6 .3 -1 4 047.9 1 5 6 -4 1 4 -2 7 0 2 1 .7 -3 0 6 -2 2 8 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 44 2 4 1 4 1 1 4 1 4 2 44 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 44 2 4 1 4 1 1 4 1 4 2 44 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1424 4 2 4 1 4 114 1 4 2 4 4 2 44 2 4 1 4 1 1 4 1 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 44 2 4 1 4 1 1 4 1 424 141 141 424 4 2 44 2 4 1 4 1 1 4 1 4 2 44 2 4 424424 141 141 424424 424424 141141 424424424424 141 141 424 424424 141141 424 424424 141141 424424 424 141 141 424 424424 141 141 424424 424424 141 141 424424 424 141 141 424 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1424424 4 2 4 4 2 4 1 4 1 1 4 1424424 4 2 4 1 4 1 1 4 1424 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1424424 4 2 4 4 2 4 1 4 1 1 4 1424424 4 2 4 1 4 1 1 4 1424 4 2 4 1 4 1 1 4 1424 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Service Design - Section Analysis Plot: (Gross Section Top Concrete Stress)(Context: Max Capacity,Max Demand) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Service Design: Top Stress Plan Service Design: Top Stress Plan - 38 PT - 137 -1 9 5 -6 0 .6 -1 7 1 -1 4 2-6 9 .4 -1 5 1-11 9-1 3 4 -1 6 9 -6 4 -2 3 5 -1 8 8 -3 8 .1 -2 1 1 -1 5 4 -2 2 -2 0 5 -1 7 6 -1 0 7 -2 9 3 -2 5 1-1 4 6-1 4 8 4 8 .1 -1 7 9 -2 4 0-1 5 2 -2 6 0 -2 6 7 6 .7 4 -1 6 8 -1 0 8-7 6 .3 -2 1 7 -1 6 3 -2 1 2 -1 3 5 -5 4 .3 -1 4 7 -2 5 5-2 0 4 -2 1 5-1 0 4 -1 6 2 -6 1 .9 -2 7 5 -2 7 4 -1 5 4-1 7 3 6 8 .2 -1 7 3 -2 3 3-1 5 4 -5 1 7 -4 9 2 3 0 3 -2 1 2 -3 0 .5 8 1 .6 -4 0 5 -175 -59.9 -276 -2 5 5 -1 0 5-1 1 8 3 3 .8 -3 9 .5 -86.3-228 1.44 -461 -279 27.5 -184-69.1-137 51.4 -216-245 -31.9-171 -238 -41 -121 -173 -9.97 -227 -201 93.4 -182 -202 35.1 -181 -204-210 12.9 -174 - 2 1 3 3 5.1 - 3 6 3 - 3 7 2 9 8 - 2 9 3 - 3 1 7 1 6.9 9.8 7 3 6 . 2 - 1 5 9 - 1 8 7 2 4 . 2 - 3 7.1 - 1 6 - 5 4 . 7 - 5 0.5 - 2 1 1 - 2 5 5 - 6 5 . 3 - 1 2 2 - 5 7 . 9 - 3 1 7 -2 9 2 1 4 .9 -2 6 0 -2 4 7 -1 .9 7 -5 0 .1 -3 6 -1 7 3 -1 6 0 2 3 .3 -1 5 7 - 1 7 5 - 2 0.5 - 1 2 3 - 8 7 . 3 - 1 8 8 - 2 9 9 - 8 8 . 2 - 1 2 0 3 0.2 - 3 0.1 - 1 1 4 7 4.8 5 1.1 9 6.4 - 1 2 7 - 1 4 0 6 9 . 3 - 8 2.9 - 6 9 . 8 2 3 . 2 - 3 1 . 1 7 1 . 6 - 2 1 0 - 1 7 9 - 1 8 8 -1 9 6 -2 2 4 -2 2 2 -2 7 2 1 5 7 1 1 9 1 5 3 -2 9 4 -1 6 6 3 2 .8 -1 4 3 -2 9 3 3 8 .5 -2 0 1 -1 2 5 8 .2 5 -1 8 0 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 44 2 4 1 4 1 1 4 1 4 2 44 2 4 4 2 4 1 4 1 1 4 1424424141 1 4 1 4 2 4 4 2 44 2 4 1 4 1 1 4 1 4 2 44 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1424 4 2 4 1 4 114 1 4 2 4424424 1 4 1 1 4 1 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 44 2 4 1 4 1 1 4 1 424 141 141 424 4 2 44 2 4 1 4 1 1 4 1 4 2 44 2 4 424424 141 141 424424 424424 141141 424424424 424 141 141 424 424424 141141 424 424424 141141 424424 424 141 141 424 424424 141 141 424424 424424 141 141 424424 424 141 141 424 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1424424 4 2 4 4 2 4 1 4 1 1 4 1424424 4 2 4 1 4 1 1 4 1424 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1 4 2 4 4 2 4 4 2 4 1 4 1 1 4 1424424 4 2 4 4 2 4 1 4 1 1 4 1424424 4 2 4 1 4 1 1 4 1424 4 2 4 1 4 1 1 4 1424 Service Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Latitude DS Designs; Longitude DS Designs; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Service Design - Section Analysis Plot: (Gross Section Bottom Concrete Stress)(Context: Max Capacity,Max Demand) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Service Design: Bottom Stress Plan Service Design: Bottom Stress Plan - 39 PT - 138 3 #6 T. 2 #6 T. 6 #6 T .2 #6 T. 2 #6 T. 3 #6 T.5 #6 T. 8 #6 T. 6 #6 T. 5 # 6 T. 8 # 6 T. 9 # 6 T. 8 # 6 T. 3 # 6 T. 6 # 6 T. 3 # 6 T. 9 # 6 T. 7 # 6 T. 6 # 6 T. 6 # 6 T . 7 #6 T . Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Strength Design: Top Reinforcement Plan Strength Design: Top Reinforcement Plan - 40 PT - 139 2 #4 B . 2 #4 B . 1 #4 B . 1 #4 B. 1 # 4 B . 1 # 4 B . 2 # 4 B . 2 # 4 B . Strength Design: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Bottom Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Strength Design: Bottom Reinforcement Plan Strength Design: Bottom Reinforcement Plan - 41 PT - 140 (10) 5@5.25 First Spacing = 2.88 5/8" SSR Strength Design: User Lines; User Notes; User Dimensions; PC Designs; SSR; SSR Description; SSR Details; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Strength Design: SSR Plan Strength Design: SSR Plan - 42 PT - 141 Final Instantaneous Load: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:280 Final Instantaneous Load - Vertical Deflection Plot -0.4 -0.3 -0.2 -0.1 0 0.1 0.2 0.3 0.4 Min Value = 0 inches @ (0,0) Max Value = 0 inches @ (0,0) Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Final Instantaneous Load: Std Deflection Plan Final Instantaneous Load: Std Deflection Plan - 43 PT - 142 1 C -1 O K 1 C -2 O K 2 C -1 O K 2 C -2 O K 3 C -1 O K 4 C -1 O K 4 C -2 O K 4 C -3 O K 4 C -4 O K 5 C -1 O K 6 C -1 O K 7 C -1 O K 8 C -1 O K 8 C -2 O K 8 C -3 O K 8 C -4 O K 9 C -1 O K 10C-1 OK 1 0 C -2 O K 10C-3 OK 11C-1 OK 11C-2 OK 11C-3 OK 12C-1 OK 13C-1 OK 13C-2 OK 13C-3 OK 13C-4 OK 1 4 C - 1O K 1 4 C - 2O K 1 4 C - 3 O K 1 4 C - 4O K 1 4 C - 5 O K 1 4 C -6 O K 1 4 C -7 O K 1 4 C -8 O K 1 5 C - 1O K 1 6 C - 1O K 1 7 C - 1O K 1 7 C - 2O K 1 7 C - 3 O K 1 7 C -4 O K 1 8 C -1 O K 1 9 C -1 O K 2 0 C -1 O K 2 1 C -1 O K Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Design Numbers; PC Design Status; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Design Status: Status Plan Design Status: Status Plan - 44 PT - 143 1 OK USR=0.989 2 OK USR=0.997 3 OK USR=0.888 4 OK USR=0.88 5 OK USR=0.715 6 OK USR=0.892 7 OK USR=0.683 8 OK USR=0.663 9 OK USR=0.9 10 OK USR=0.754 11 OK with SSR RSR = 0.572 (USR=1.03) 12 OK USR=0.601 Design Status: PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; SSR Description; SSR Details; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:280 Westgate Edmonds - 170221_Westgate Edmonds - L1 PT Design.cpt - 3/16/2017 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 45 PT - 144 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 WESTGATE VILLAGE EDMONDS WAY EDMONDS, WA 98020 Quantum Job Number: 16369.01 CONCRETE DESIGN: COLUMNS Da t a B a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 6 / 2 0 1 7 0 9 : 1 5 : 4 9 GR A V I T Y D E S I G N - C O N C R E T E CG - 1 General Criteria RAM Manager 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC BUILDING CODE FOR LIVE LOAD REDUCTION: IBC Live Load Reduction Method: General ROOF LOADS: Consider Snow Loads, Ignore Roof Live Loads DETERMINING NUMBER OF STORIES FOR LIVE LOAD REDUCTION: Include Roof Levels: No Include Unreducible Levels: Yes SELF-WEIGHT: Automatically calculate and include Self-Weight for Member Dead Loads: Beams: Yes Columns: Yes Walls: Yes Slabs / Decks: Yes Automatically calculate and include Self-Weight for Story Masses: Beams: Yes Columns: Yes Include half mass of columns above and below Walls: Yes Include half mass of walls above and below Slabs / Decks: Yes CG - 2 C G - 3 Echo of Input Data RAM Manager 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Layout Types: Level 1 Level 2 Tables Selected: Deck Table: ramdecks Master Steel Table: ramaisc Default Steel Table: ramaisc Alternate Steel Table: ramaisc Column Steel Table: ramaisc Reinforcement Table: RAMASTM Pan Form Table: RamCECO Story Data: Level Story Label Layout Type Height (ft) 2 L2 - Residential Level 2 13.000 1 L1 - Parking/Retail Level 1 8.500 Concrete Floor Properties: ID Label Effect Thick f'c Unit Wt UW-Self Poisson's Bending Fac Diaph Fac in ksi pcf pcf 1 9" P.T. Slab 9.00 5.00 145.00 150.00 0.20 1.00 1.00 2 12" P.T. Slab 12.00 5.00 145.00 150.00 0.20 1.00 1.00 3 9" Slab (one-way) 9.00 5.00 145.00 150.00 0.20 1.00 1.00 4 12" Slab (one-way) 12.00 5.00 145.00 150.00 0.20 1.00 1.00 Load Properties: Surface: ID DL Constr DL LL Reduct. Partition Constr LL Mass DL psf psf psf Type psf psf psf Wood Structure 120.0 0.0 100.0 Unred. 0.0 40.0 110.0 Retail/Lobby Area 10.0 0.0 100.0 Unred. 0.0 40.0 15.0 Storage/Trash Area 10.0 0.0 125.0 Unred. 0.0 40.0 15.0 Parking Area 10.0 0.0 40.0 Unred. 0.0 40.0 10.0 Stairs/Exits 10.0 0.0 100.0 Unred. 0.0 40.0 15.0 Utility/Mech Area 15.0 0.0 40.0 Unred. 0.0 40.0 20.0 Roof Area 15.0 0.0 0.0 Roof 0.0 40.0 10.0 Deck Area 10.0 0.0 60.0 Unred. 0.0 40.0 10.0 Line: CG - 4 Echo of Input Data RAM Manager 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC ID DL Constr DL LL Reduct. Partition Constr LL Mass DL k/ft k/ft k/ft Type k/ft k/ft k/ft Exterior Wall 0.590 0.000 0.000 Red. 0.000 0.000 0.590 Ext. Wall w/ Window 0.300 0.000 0.000 Red. 0.000 0.000 0.300 8" CMU Wall 1.275 0.000 0.000 Red. 0.000 0.000 0.640 Storefront 0.300 0.000 0.000 Red. 0.000 0.000 0.150 CMU Partition Wall 0.500 0.000 0.000 Red. 0.000 0.000 0.250 Stud Partition Wall 0.200 0.000 0.000 Red. 0.000 0.000 0.100 Interior CMU Wall 1.020 0.000 0.000 Red. 0.000 0.000 0.500 10" Conc. Wall 1.500 0.000 0.000 Red. 0.000 0.000 0.750 Snow: ID Type Magnitude 1 Magnitude 2 Magnitude 3 psf psf psf Snow Loads Constant 25.00 --- --- BEAM SECTION PROPERTIES: Concrete: # Label Shape Depth Width Flange Web Cracked Factor Overhang Thick Axial Flex Tors in in in in 1 30x60 Beam Rect 30.00 60.00 ---- ---- ---- 1.00 0.35 0.10 2 30x24 Edge Beam Rect 30.00 24.00 ---- ---- ---- 1.00 0.35 0.10 3 Slab Beam (9in) Rect 9.00 6.00 ---- ---- ---- 1.00 0.35 0.10 4 Wall Beam (8in) Rect 12.00 8.00 ---- ---- ---- 1.00 0.35 0.10 5 12x18 Beam Rect 18.00 12.00 ---- ---- ---- 1.00 0.35 0.10 6 8x18 Beam Rect 18.00 8.00 ---- ---- ---- 1.00 0.35 0.10 7 30x12 Edge Beam Rect 30.00 12.00 ---- ---- ---- 1.00 0.35 0.10 8 24x48 Beam Rect 24.00 48.00 ---- ---- ---- 1.00 0.35 0.10 Other: # Label H B Area Ix Iy J Asx Asy in in in2 in4 in4 in4 in2 in2 1 Dummy 10.00 9.00 90.00 1.0 1.0 1.0 1.0 1.0 COLUMN SECTION PROPERTIES: Concrete: Page 2/23 CG - 5 Echo of Input Data RAM Manager 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC # Label Shape Depth/Diam Width Cracked Factor in in Axial Flex Tors 1 12x12 Rect 12.00 12.00 1.00 0.70 1.00 2 12x18 Rect 18.00 12.00 1.00 0.70 1.00 3 10x16 Rect 16.00 10.00 1.00 0.70 1.00 4 12x24 Rect 24.00 12.00 1.00 0.70 1.00 Other: # Label H B Area Ix Iy J Asx Asy in in in2 in4 in4 in4 in2 in2 1 Dummy Col 12.00 12.00 144.00 1.0 1.0 1.0 1.0 1.0 Grid Systems: System Label Type X Offset Y Offset Rotation ft ft Main Grids Orthogonal 0.000 0.000 0.00 Rotated Grids Orthogonal 91.250 8.917 45.00 Grids: System: Main Grids X Grids Label X Min Y Max Y ft ft ft 1 0.0000 ---- ---- 1.4 6.2500 ---- ---- 2 15.5833 ---- ---- 3 16.0000 ---- ---- 3.9 42.1667 ---- ---- 4 43.1667 ---- ---- 5 62.0000 ---- ---- 6 78.0000 ---- ---- 7 89.3333 ---- ---- 8 113.3333 ---- ---- 9 137.3333 ---- ---- 10 162.3333 ---- ---- 11 187.8333 ---- ---- 11.2 190.0833 ---- ---- 11.4 193.9167 ---- ---- 11.9 211.2500 ---- ---- 12 213.3333 ---- ---- 13 234.3333 ---- ---- Y Grids Label Y Min X Max X ft ft ft L 0.0000 ---- ---- K 4.3333 ---- ---- J 15.7500 ---- ---- I 43.2500 ---- ---- Page 3/23 CG - 6 Da t a B a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 6 / 2 0 1 7 0 9 : 2 0 : 4 6 CO N C R E T E C O L U M N S CO L U M N N U M B E R , TY P . CG - 7 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Story:L2 - Residential Column No End Case Condition Axial Mmajor Mminor (kip) (kip-ft) (kip-ft) 35 Top Dead Load 30.26 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 8.36 Bot Dead Load 30.26 -0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 44 Top Dead Load 148.61 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 36.23 Bot Dead Load 148.61 -10.08 -0.71 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 -2.61 -0.13 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 -2.61 -0.13 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 34 Top Dead Load 17.12 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 3.84 Bot Dead Load 17.12 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 13 Top Dead Load 246.24 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 CG - 8 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 59.05 Bot Dead Load 246.24 -4.44 -5.97 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 -1.29 -1.55 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 -1.29 -1.55 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 4 Top Dead Load 205.96 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 64.87 Bot Dead Load 205.96 -1.27 12.84 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 -6.06 6.01 Max Mminor+ 0.00 -6.06 6.01 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 1 Top Dead Load 104.62 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 39.21 Roof Load 0.02 0.00 0.00 Bot Dead Load 104.62 14.20 7.26 Live Load Max Mmajor+ 0.00 9.50 4.72 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 9.50 4.72 Max Mminor- 0.00 0.00 0.00 Roof Load 0.02 -0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 38 Top Dead Load 15.74 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Page 2/18 CG - 9 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Sum All Axial 2.76 Roof Load 0.17 0.00 0.00 Bot Dead Load 15.74 -0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Roof Load 0.17 -0.00 -0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 39 Top Dead Load 26.60 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 7.04 Roof Load 0.17 0.00 0.00 Bot Dead Load 26.60 -0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Roof Load 0.17 -0.00 -0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 14 Top Dead Load 299.10 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 74.36 Bot Dead Load 299.10 -1.82 3.47 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 -0.45 0.83 Max Mminor+ 0.00 -0.45 0.83 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 49 Top Dead Load 320.47 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Page 3/18 CG - 10 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Sum All Axial 86.55 Bot Dead Load 320.47 45.48 -13.53 Live Load Max Mmajor+ 0.00 16.38 -3.27 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 16.38 -3.27 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 6 Top Dead Load 34.64 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 6.75 Bot Dead Load 34.64 3.81 -6.01 Live Load Max Mmajor+ 0.00 1.12 -1.79 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 1.12 -1.79 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 2 Top Dead Load 132.46 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 48.63 Bot Dead Load 132.46 23.44 -4.93 Live Load Max Mmajor+ 0.00 15.09 -3.02 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 15.09 -3.02 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 40 Top Dead Load 15.04 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 2.79 Roof Load 0.17 0.00 0.00 Bot Dead Load 15.04 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Page 4/18 CG - 11 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Max Mminor- 0.00 0.00 0.00 Roof Load 0.17 0.00 -0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 11 Top Dead Load 354.43 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 100.02 Bot Dead Load 354.43 53.34 -1.26 Live Load Max Mmajor+ 0.00 16.32 2.49 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 16.32 2.49 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 15 Top Dead Load 246.91 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 59.41 Bot Dead Load 246.91 1.69 12.25 Live Load Max Mmajor+ 0.00 0.47 3.78 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.47 3.78 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 41 Top Dead Load 18.18 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 3.88 Roof Load 0.17 0.00 0.00 Bot Dead Load 18.18 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Roof Load 0.17 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Page 5/18 CG - 12 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Live Load Reduction Factor: Roof LL = 0.00% 3 Top Dead Load 101.17 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 35.91 Roof Load 0.02 0.00 0.00 Bot Dead Load 101.17 12.15 -2.64 Live Load Max Mmajor+ 0.00 8.20 -1.70 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 8.20 -1.70 Roof Load 0.02 -0.00 -0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 12 Top Dead Load 403.12 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 115.83 Bot Dead Load 403.12 56.99 -2.13 Live Load Max Mmajor+ 0.00 16.19 -2.92 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 16.19 -2.92 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 36 Top Dead Load 16.97 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 3.95 Bot Dead Load 16.97 -0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 42 Top Dead Load 26.81 0.00 0.00 Page 6/18 CG - 13 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 7.14 Bot Dead Load 26.81 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 37 Top Dead Load 34.93 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 9.93 Bot Dead Load 34.93 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 46 Top Dead Load 52.70 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 12.27 Bot Dead Load 52.70 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 47 Top Dead Load 32.86 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 8.75 Bot Dead Load 32.86 0.00 0.00 Page 7/18 CG - 14 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 16 Top Dead Load 218.37 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 77.06 Bot Dead Load 218.37 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 48 Top Dead Load 29.89 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 7.16 Bot Dead Load 29.89 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 17 Top Dead Load 164.77 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 56.28 Bot Dead Load 164.77 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Page 8/18 CG - 15 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor 18 Top Dead Load 176.63 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 61.04 Bot Dead Load 176.63 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 19 Top Dead Load 173.61 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 62.24 Bot Dead Load 173.61 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 20 Top Dead Load 156.38 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 57.16 Bot Dead Load 156.38 -0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 21 Top Dead Load 49.25 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 16.87 Page 9/18 CG - 16 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Bot Dead Load 49.25 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 30 Top Dead Load 44.66 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 13.67 Bot Dead Load 44.66 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 23 Top Dead Load 139.73 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 50.59 Roof Load 0.02 0.00 0.00 Bot Dead Load 139.73 -0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Roof Load 0.02 -0.00 -0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 22 Top Dead Load 121.72 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 44.01 Bot Dead Load 121.72 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Page 10/18 CG - 17 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 29 Top Dead Load 45.84 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 14.58 Bot Dead Load 45.84 -0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 24 Top Dead Load 160.87 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 57.17 Roof Load 0.04 0.00 0.00 Bot Dead Load 160.87 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Roof Load 0.04 0.00 -0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 43 Top Dead Load 40.83 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 12.05 Roof Load -0.01 0.00 0.00 Bot Dead Load 40.83 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Page 11/18 CG - 18 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Roof Load -0.01 -0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 26 Top Dead Load 0.83 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial -0.66 Roof Load -0.05 0.00 0.00 Bot Dead Load 0.83 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Roof Load -0.05 -0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 25 Top Dead Load 62.02 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 18.24 Roof Load 0.26 0.00 0.00 Bot Dead Load 62.02 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Roof Load 0.26 0.00 -0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 28 Top Dead Load 47.50 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 13.73 Roof Load 0.10 0.00 0.00 Bot Dead Load 47.50 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Page 12/18 CG - 19 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Roof Load 0.10 -0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% Story:L1 - Parking/Retail Column No End Case Condition Axial Mmajor Mminor (kip) (kip-ft) (kip-ft) 35 Top Dead Load 79.09 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 17.87 Bot Dead Load 79.09 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 13 Top Dead Load 145.73 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 34.24 Bot Dead Load 145.73 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 5 Top Dead Load 62.51 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 18.98 Bot Dead Load 62.51 -0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Page 13/18 CG - 20 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 4 Top Dead Load 279.27 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 95.90 Bot Dead Load 279.27 -0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 1 Top Dead Load 154.03 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 75.57 Roof Load 0.02 0.00 0.00 Bot Dead Load 154.03 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Roof Load 0.02 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 7 Top Dead Load 68.25 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 21.48 Bot Dead Load 68.25 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Page 14/18 CG - 21 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 14 Top Dead Load 195.54 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 47.54 Bot Dead Load 195.54 -0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 8 Top Dead Load 85.42 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 27.96 Bot Dead Load 85.42 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 36 Top Dead Load 375.27 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 110.37 Bot Dead Load 375.27 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 6 Top Dead Load 53.58 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Page 15/18 CG - 22 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Max Mminor- 0.00 0.00 0.00 Sum All Axial 13.52 Bot Dead Load 53.58 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 2 Top Dead Load 196.59 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 93.26 Bot Dead Load 196.59 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 11 Top Dead Load 444.66 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 140.70 Bot Dead Load 444.66 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 9 Top Dead Load 84.06 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 26.65 Bot Dead Load 84.06 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Page 16/18 CG - 23 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 15 Top Dead Load 176.82 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 42.66 Bot Dead Load 176.82 -0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% 3 Top Dead Load 142.19 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 66.39 Roof Load 0.02 0.00 0.00 Bot Dead Load 142.19 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Roof Load 0.02 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Live Load Reduction Factor: Roof LL = 0.00% 12 Top Dead Load 484.87 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 152.71 Bot Dead Load 484.87 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Page 17/18 CG - 24 Column Design Forces RAM Concrete Analysis v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 Column No End Case Condition Axial Mmajor Mminor 10 Top Dead Load 73.06 0.00 0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Sum All Axial 23.06 Bot Dead Load 73.06 0.00 -0.00 Live Load Max Mmajor+ 0.00 0.00 0.00 Max Mmajor- 0.00 0.00 0.00 Max Mminor+ 0.00 0.00 0.00 Max Mminor- 0.00 0.00 0.00 Live Load Reduction Factors: Reducible LL = 0.00% Storage LL = 0.00% Page 18/18 CG - 25 Co n c r e t e C o l u m n D e s i g n S u m m a r y RA M C o n c r e t e C o l u m n v 1 5 . 0 1 . 0 0 . 0 0 0 Da t a b a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 3 / 1 7 1 4 : 5 1 : 2 2 Bu i l d i n g C o d e : I B C Co n c r e t e C o d e : A C I 3 1 8 - 1 1 Lo c a t i o n : 0. 7 5 f t - 1 2 9 . 2 5 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 44 L 2 - R e s i d e n t i a l 1 2 x 1 8 4 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 4 8 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 3 35 L 1 - P a r k i n g / R e t a i l 1 2 x 1 8 4 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 2 5 # 3@ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : 6. 0 6 f t - 9 5 . 1 7 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 13 L 2 - R e s i d e n t i a l 1 2 x 2 4 5 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 4 5 # 3 @ 1 2 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 2 13 L 1 - P a r k i n g / R e t a i l 1 2 x 2 4 4 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 3 1 #3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : 2 - D No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 5 L 1 - P a r k i n g / R e t a i l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 1 8 # 3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : 2 - C No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 4 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 6 0 # 3 @ 1 2. 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 5 4 L 1 - P a r k i n g / R e t a i l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 8 4 # 3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : 3 - B No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 1 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 3 3 # 3 @ 1 2. 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 6 1 L 1 - P a r k i n g / R e t a i l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 5 3 # 3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : B1 - 1 A No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 7 L 1 - P a r k i n g / R e t a i l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 2 0 # 3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : 31 . 3 8 f t - 6 9 . 8 5 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 14 L 2 - R e s i d e n t i a l 1 2 x 2 4 5 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 5 5 # 3 @ 1 2 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 1 14 L 1 - P a r k i n g / R e t a i l 1 2 x 2 4 4 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 4 2 #3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 CG - 26 Co n c r e t e C o l u m n D e s i g n S u m m a r y RA M C o n c r e t e C o l u m n v 1 5 . 0 1 . 0 0 . 0 0 0 Da t a b a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 3 / 1 7 1 4 : 5 1 : 2 2 Bu i l d i n g C o d e : I B C Co n c r e t e C o d e : A C I 3 1 8 - 1 1 Lo c a t i o n : B1 - 1 C No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 8 L 1 - P a r k i n g / R e t a i l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 2 5 # 3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : 42 . 1 7 f t - 1 2 4 . 4 2 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 49 L 2 - R e s i d e n t i a l 1 2 x 2 4 5 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 6 0 # 3 @ 1 2 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 1 0 36 L 1 - P a r k i n g / R e t a i l 1 2 x 2 4 5 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 7 2 #3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : 42 . 1 7 f t - 1 2 9 . 2 5 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 6 L 2 - R e s i d e n t i a l 1 2 x 1 8 4 . 0 0 1 0 - # 8 ( 2 x 3 ) 3 . 6 6 0 . 1 1 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 3 6 L 1 - P a r k i n g / R e t a i l 1 2 x 1 8 4 . 0 0 1 0 - # 8 ( 2 x 3 ) 3 . 6 6 0 . 1 4 # 3@ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : 4 - B No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 2 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 4 1 # 3 @ 1 2. 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 1 0 2 L 1 - P a r k i n g / R e t a i l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 6 6 # 3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : C1 - 1 B No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 11 L 2 - R e s i d e n t i a l 1 2 x 2 4 5 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 6 8 # 3 @ 1 2 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 1 0 11 L 1 - P a r k i n g / R e t a i l 1 2 x 2 4 5 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 8 8 #3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : B1 - 1 E No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 9 L 1 - P a r k i n g / R e t a i l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 2 5 # 3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : 60 . 4 3 f t - 4 0 . 8 0 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 15 L 2 - R e s i d e n t i a l 1 2 x 2 4 5 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 4 5 # 3 @ 1 2 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 3 15 L 1 - P a r k i n g / R e t a i l 1 2 x 2 4 4 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 3 8 #3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : 5 - B Pa g e 2 / 6 CG - 27 Co n c r e t e C o l u m n D e s i g n S u m m a r y RA M C o n c r e t e C o l u m n v 1 5 . 0 1 . 0 0 . 0 0 0 Da t a b a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 3 / 1 7 1 4 : 5 1 : 2 2 Bu i l d i n g C o d e : I B C Co n c r e t e C o d e : A C I 3 1 8 - 1 1 No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 3 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 3 1 # 3 @ 1 2. 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 5 3 L 1 - P a r k i n g / R e t a i l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 4 8 # 3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : C1 - 1 D No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 12 L 2 - R e s i d e n t i a l 1 2 x 2 4 5 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 7 7 # 3 @ 1 2 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 1 0 12 L 1 - P a r k i n g / R e t a i l 1 2 x 2 4 5 . 0 0 1 0 - # 8 ( 2 x 3 ) 2 . 7 4 0 . 9 5 #3 @ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : B1 - 1 G No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 10 L 1 - P a r k i n g / R e t a i l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 2 1 # 3@ 1 2 . 0 " 0 ' - 0 " - 8 ' - 6 " 0 . 0 0 Lo c a t i o n : 0. 4 2 f t - 1 6 3 . 5 0 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 35 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 0 9 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 5. 0 0 f t - 1 7 6 . 0 8 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 34 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 0 5 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 16 . 3 3 f t - 1 7 6 . 0 8 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 38 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 0 4 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 25 . 0 0 f t - 1 7 6 . 0 8 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 39 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 0 7 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 53 . 0 0 f t - 1 7 6 . 0 8 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 40 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 0 4 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 61 . 6 7 f t - 1 7 6 . 0 8 f t Pa g e 3 / 6 CG - 28 Co n c r e t e C o l u m n D e s i g n S u m m a r y RA M C o n c r e t e C o l u m n v 1 5 . 0 1 . 0 0 . 0 0 0 Da t a b a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 3 / 1 7 1 4 : 5 1 : 2 2 Bu i l d i n g C o d e : I B C Co n c r e t e C o d e : A C I 3 1 8 - 1 1 No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 41 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 0 5 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 73 . 0 0 f t - 1 7 6 . 0 8 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 36 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 0 5 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 77 . 5 8 f t - 1 4 6 . 5 0 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 42 L 2 - R e s i d e n t i a l 1 2 x 1 8 4 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 0 9 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 77 . 5 8 f t - 1 6 3 . 5 0 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 37 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 1 0 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 98 . 7 1 f t - 1 0 8 . 4 6 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 46 L 2 - R e s i d e n t i a l 1 0 x 1 6 5 . 0 0 6 - # 7 ( 2 x 1 ) 2 . 2 5 0 . 1 8 # 3 @ 9 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 10 4 . 1 3 f t - 1 0 3 . 0 4 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 47 L 2 - R e s i d e n t i a l 1 0 x 1 6 5 . 0 0 6 - # 7 ( 2 x 1 ) 2 . 2 5 0 . 1 2 # 3 @ 9 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 8 - J No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 16 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 6 6 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 12 5 . 2 6 f t - 8 1 . 9 2 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 48 L 2 - R e s i d e n t i a l 1 2 x 1 2 4 . 0 0 4 - # 6 ( 2 x 0 ) 1 . 2 2 0 . 1 5 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 9 - J Pa g e 4 / 6 CG - 29 Co n c r e t e C o l u m n D e s i g n S u m m a r y RA M C o n c r e t e C o l u m n v 1 5 . 0 1 . 0 0 . 0 0 0 Da t a b a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 3 / 1 7 1 4 : 5 1 : 2 2 Bu i l d i n g C o d e : I B C Co n c r e t e C o d e : A C I 3 1 8 - 1 1 No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 17 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 4 9 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 10 - J No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 18 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 5 3 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 11 - J No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 19 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 5 3 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 11 . 2 - I No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 20 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 4 8 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 19 4 . 2 5 f t - 5 8 . 1 7 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 21 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 1 5 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 19 4 . 9 2 f t - 8 1 . 9 2 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 30 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 1 3 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 11 . 9 - I No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 23 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 4 3 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 11 . 9 - H No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 22 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 3 7 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 21 1 . 2 5 f t - 8 1 . 9 2 f t Pa g e 5 / 6 CG - 30 Co n c r e t e C o l u m n D e s i g n S u m m a r y RA M C o n c r e t e C o l u m n v 1 5 . 0 1 . 0 0 . 0 0 0 Da t a b a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 3 / 1 7 1 4 : 5 1 : 2 2 Bu i l d i n g C o d e : I B C Co n c r e t e C o d e : A C I 3 1 8 - 1 1 No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 29 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 1 3 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 12 - J No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 24 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 4 9 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 22 0 . 7 5 f t - 8 1 . 9 2 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 43 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 1 2 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 23 3 . 9 2 f t - 4 . 8 3 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 26 L 2 - R e s i d e n t i a l 1 2 x 1 2 5 . 0 0 4 - # 6 ( 2 x 0 ) 1 . 2 2 0 . 0 0 # 3 @ 3 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 23 3 . 9 2 f t - 1 5 . 7 5 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 25 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 1 8 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Lo c a t i o n : 23 3 . 9 2 f t - 7 0 . 3 3 f t No . L e v e l S e c t i o n f ' c L o n g i t u d i n a l R h o % L d / C a p T r a n s v e r s e Ld / C a p 28 L 2 - R e s i d e n t i a l 1 2 x 1 8 5 . 0 0 6 - # 7 ( 2 x 1 ) 1 . 6 7 0 . 1 4 # 3 @ 12 . 0 " 0 ' - 0 " - 1 3 ' - 0 " 0 . 0 0 Pa g e 6 / 6 CG - 31 Concrete Column Design RAM Concrete Column v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 COLUMN INFORMATION: Level L2 - Residential Column Number:11 Grid Location:(C1-1B) Size:12x24 Depth x Width (in)24.00x12.00 Reinforcement Longitudinal:10-#8 (2 x 3)As (in²)7.90 (2.74%) Transverse:#3@ 12.0" 0'-0"-13'-0" Confinement Tie Clear Cover (in)1.50 Shear Legs Major 2 Shear Legs Minor 2 Longitudinal Bars Max Tension Stress Ratio: 0.74 MATERIAL PROPERTIES: f'c (ksi):5.00 fy Long (ksi):60.00 fct (ksi):0.00 fyt Trans (ksi):60.00 Conc. Weight (pcf):145.00 Conc. Type:NWC Conc. Modulus (ksi):4074.28 Reinf. Modulus (ksi):29000.00 DESIGN PARAMETERS: Major Minor Unbraced Length (ft)13.00 13.00 K 0.90 0.90 Braced Against Sidesway No No LONGITUDINAL REINFORCEMENT: Controlling Load Combination: (2) 1.200 D + 1.600 Lp Axial Load (kip)585.35 Moment Top Major(kip-ft)0.00 Minor(kip-ft)0.00 Moment Bottom Major(kip-ft)90.13 Minor(kip-ft)2.48 Calculated Parameters (Angle = 0.00 degrees): Ld/Cap = 0.68 0.65 Pn(kip):585.35 0.65 Mn Major(kip-ft):270.83 0.65 Mn Minor(kip-ft):0.00 Major Minor Kl/r 20.26 40.53 Slender No Yes 10.13.5: lu/r > limit No No TRANSVERSE REINFORCEMENT: Controlling Load Combination: (1) 1.400 D Vu (kip) Vc (kip) Vs (kip)f f (Vc + Vs) (kip)Ld/Cap 1 Major: 6.93 63.80 24.75 0.75 66.41 0.10 1 Minor: 0.19 56.79 11.55 0.75 51.26 0.00 TORSION CAPACITY: Controlling Load Combination: (1) 1.400 D 0.75 Tn (kip-ft)13.56 Tu (kip-ft)0.00 CG - 32 Concrete Column Design RAM Concrete Column v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 COLUMN INFORMATION: Level L1 - Parking/Retail Column Number:11 Grid Location:(C1-1B) Size:12x24 Depth x Width (in)24.00x12.00 Reinforcement Longitudinal:10-#8 (2 x 3)As (in²)7.90 (2.74%) Transverse:#3@ 12.0" 0'-0"-8'-6" Confinement Tie Clear Cover (in)1.50 Shear Legs Major 2 Shear Legs Minor 2 Longitudinal Bars Max Tension Stress Ratio: 0.44 MATERIAL PROPERTIES: f'c (ksi):5.00 fy Long (ksi):60.00 fct (ksi):0.00 fyt Trans (ksi):60.00 Conc. Weight (pcf):145.00 Conc. Type:NWC Conc. Modulus (ksi):4074.28 Reinf. Modulus (ksi):29000.00 DESIGN PARAMETERS: Major Minor Unbraced Length (ft)8.50 8.50 K 0.90 0.90 Braced Against Sidesway No No LONGITUDINAL REINFORCEMENT: Controlling Load Combination: (2) 1.200 D + 1.600 Lp Axial Load (kip)758.72 Moment Top Major(kip-ft)0.00 Minor(kip-ft)0.00 Moment Bottom Major(kip-ft)0.00 Minor(kip-ft)0.00 Calculated Parameters (Angle = 0.00 degrees): Ld/Cap = 0.88 0.65 Pn(kip):758.72 0.65 Mn Major(kip-ft):213.00 0.65 Mn Minor(kip-ft):0.00 Major Minor Kl/r 13.25 26.50 Slender No Yes 10.13.5: lu/r > limit No No TRANSVERSE REINFORCEMENT: Controlling Load Combination: (1) 1.400 D Vu (kip) Vc (kip) Vs (kip)f f (Vc + Vs) (kip)Ld/Cap 1 Major: 0.00 70.70 24.75 0.75 71.58 0.00 1 Minor: 0.00 62.93 11.55 0.75 55.86 0.00 TORSION CAPACITY: 0.75 Tn (kip-ft)0.00 Tu (kip-ft)0.00 Page 2/2 CG - 33 Concrete Column Design RAM Concrete Column v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 COLUMN INFORMATION: Level L2 - Residential Column Number:2 Grid Location:(4-B) Size:12x18 Depth x Width (in)18.00x12.00 Reinforcement Longitudinal:6-#7 (2 x 1)As (in²)3.60 (1.67%) Transverse:#3@ 12.0" 0'-0"-13'-0" Confinement Tie Clear Cover (in)1.50 Shear Legs Major 2 Shear Legs Minor 2 Longitudinal Bars Max Tension Stress Ratio: 1.00 MATERIAL PROPERTIES: f'c (ksi):5.00 fy Long (ksi):60.00 fct (ksi):0.00 fyt Trans (ksi):60.00 Conc. Weight (pcf):145.00 Conc. Type:NWC Conc. Modulus (ksi):4074.28 Reinf. Modulus (ksi):29000.00 DESIGN PARAMETERS: Major Minor Unbraced Length (ft)13.00 13.00 K 0.90 0.90 Braced Against Sidesway No No LONGITUDINAL REINFORCEMENT: Controlling Load Combination: (2) 1.200 D + 1.600 Lp Axial Load (kip)236.76 Moment Top Major(kip-ft)0.00 Minor(kip-ft)0.00 Moment Bottom Major(kip-ft)28.13 Minor(kip-ft)-5.91 Calculated Parameters (Angle = 0.00 degrees): Ld/Cap = 0.41 0.65 Pn(kip):236.76 0.65 Mn Major(kip-ft):157.48 0.65 Mn Minor(kip-ft):0.00 Major Minor Kl/r 27.02 40.53 Slender Yes Yes 10.13.5: lu/r > limit No No TRANSVERSE REINFORCEMENT: Controlling Load Combination: (1) 1.400 D Vu (kip) Vc (kip) Vs (kip)f f (Vc + Vs) (kip)Ld/Cap 1 Major: 4.02 36.42 18.15 0.75 40.93 0.10 1 Minor: 0.83 33.73 11.55 0.75 33.96 0.02 TORSION CAPACITY: 0.75 Tn (kip-ft)0.00 Tu (kip-ft)0.00 CG - 34 Concrete Column Design RAM Concrete Column v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 COLUMN INFORMATION: Level L1 - Parking/Retail Column Number:2 Grid Location:(4-B) Size:12x18 Depth x Width (in)18.00x12.00 Reinforcement Longitudinal:6-#7 (2 x 1)As (in²)3.60 (1.67%) Transverse:#3@ 12.0" 0'-0"-8'-6" Confinement Tie Clear Cover (in)1.50 Shear Legs Major 2 Shear Legs Minor 2 Longitudinal Bars Max Tension Stress Ratio: 1.00 MATERIAL PROPERTIES: f'c (ksi):5.00 fy Long (ksi):60.00 fct (ksi):0.00 fyt Trans (ksi):60.00 Conc. Weight (pcf):145.00 Conc. Type:NWC Conc. Modulus (ksi):4074.28 Reinf. Modulus (ksi):29000.00 DESIGN PARAMETERS: Major Minor Unbraced Length (ft)8.50 8.50 K 0.90 0.90 Braced Against Sidesway No No LONGITUDINAL REINFORCEMENT: Controlling Load Combination: (2) 1.200 D + 1.600 Lp Axial Load (kip)385.12 Moment Top Major(kip-ft)0.00 Minor(kip-ft)0.00 Moment Bottom Major(kip-ft)0.00 Minor(kip-ft)-0.00 Calculated Parameters (Angle = 0.00 degrees): Ld/Cap = 0.66 0.65 Pn(kip):385.12 0.65 Mn Major(kip-ft):141.99 0.65 Mn Minor(kip-ft):0.00 Major Minor Kl/r 17.67 26.50 Slender No Yes 10.13.5: lu/r > limit No No TRANSVERSE REINFORCEMENT: Controlling Load Combination: (1) 1.400 D Vu (kip) Vc (kip) Vs (kip)f f (Vc + Vs) (kip)Ld/Cap 1 Major: 0.00 41.16 18.15 0.75 44.48 0.00 1 Minor: 0.00 38.13 11.55 0.75 37.26 0.00 TORSION CAPACITY: 0.75 Tn (kip-ft)0.00 Tu (kip-ft)0.00 Page 2/2 CG - 35 Concrete Column Design RAM Concrete Column v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 COLUMN INFORMATION: Level L2 - Residential Column Number:20 Grid Location:(11.2-I) Size:12x18 Depth x Width (in)18.00x12.00 Reinforcement Longitudinal:6-#7 (2 x 1)As (in²)3.60 (1.67%) Transverse:#3@ 12.0" 0'-0"-13'-0" Confinement Tie Clear Cover (in)1.50 Shear Legs Major 2 Shear Legs Minor 2 Longitudinal Bars Max Tension Stress Ratio: 1.00 MATERIAL PROPERTIES: f'c (ksi):5.00 fy Long (ksi):60.00 fct (ksi):0.00 fyt Trans (ksi):60.00 Conc. Weight (pcf):145.00 Conc. Type:NWC Conc. Modulus (ksi):4074.28 Reinf. Modulus (ksi):29000.00 DESIGN PARAMETERS: Major Minor Unbraced Length (ft)13.00 13.00 K 0.90 0.90 Braced Against Sidesway No No LONGITUDINAL REINFORCEMENT: Controlling Load Combination: (2) 1.200 D + 1.600 Lp Axial Load (kip)279.11 Moment Top Major(kip-ft)0.00 Minor(kip-ft)0.00 Moment Bottom Major(kip-ft)-0.00 Minor(kip-ft)0.00 Calculated Parameters (Angle = 0.00 degrees): Ld/Cap = 0.48 0.65 Pn(kip):279.11 0.65 Mn Major(kip-ft):155.55 0.65 Mn Minor(kip-ft):0.00 Major Minor Kl/r 27.02 40.53 Slender Yes Yes 10.13.5: lu/r > limit No No TRANSVERSE REINFORCEMENT: Controlling Load Combination: (1) 1.400 D Vu (kip) Vc (kip) Vs (kip)f f (Vc + Vs) (kip)Ld/Cap 1 Major: 0.00 38.19 18.15 0.75 42.25 0.00 1 Minor: 0.00 35.37 11.55 0.75 35.19 0.00 TORSION CAPACITY: 0.75 Tn (kip-ft)0.00 Tu (kip-ft)0.00 CG - 36 Concrete Column Design RAM Concrete Column v15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/13/17 14:51:22 Building Code: IBC Concrete Code: ACI 318-11 COLUMN INFORMATION: Level L2 - Residential Column Number:26 Grid Location:(233.92ft-4.83ft) Size:12x12 Depth x Width (in)12.00x12.00 Reinforcement Longitudinal:4-#6 (2 x 0)As (in²)1.76 (1.22%) Transverse:#3@ 3.0" 0'-0"-13'-0" Confinement Tie Clear Cover (in)1.50 Shear Legs Major 2 Shear Legs Minor 2 Longitudinal Bars Max Tension Stress Ratio: 1.00 MATERIAL PROPERTIES: f'c (ksi):5.00 fy Long (ksi):60.00 fct (ksi):0.00 fyt Trans (ksi):60.00 Conc. Weight (pcf):145.00 Conc. Type:NWC Conc. Modulus (ksi):4074.28 Reinf. Modulus (ksi):29000.00 DESIGN PARAMETERS: Major Minor Unbraced Length (ft)13.00 13.00 K 0.90 0.90 Braced Against Sidesway No No LONGITUDINAL REINFORCEMENT: Controlling Load Combination: (1) 1.400 D Axial Load (kip)1.17 Moment Top Major(kip-ft)0.00 Minor(kip-ft)0.00 Moment Bottom Major(kip-ft)0.00 Minor(kip-ft)-0.00 Calculated Parameters (Angle = 0.00 degrees): Ld/Cap = 0.00 0.65 Pn(kip):1.17 0.65 Mn Major(kip-ft):28.22 0.65 Mn Minor(kip-ft):0.00 Major Minor Kl/r 40.53 40.53 Slender Yes Yes 10.13.5: lu/r > limit No No TRANSVERSE REINFORCEMENT: Controlling Load Combination: (2) 1.200 D + 1.600 Lp Vu (kip) Vc (kip) Vs (kip)f f (Vc + Vs) (kip)Ld/Cap 1 Major: 0.00 0.00 46.20 0.75 34.65 0.00 1 Minor: 0.00 0.00 46.20 0.75 34.65 0.00 TORSION CAPACITY: 0.75 Tn (kip-ft)0.00 Tu (kip-ft)0.00 CG - 37 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 WESTGATE VILLAGE EDMONDS WAY EDMONDS, WA 98020 Quantum Job Number: 16369.01 CONCRETE DESIGN: LATERAL RA M R A M F r a m e A n a l y s i s . R F A n . 1 Da t a B a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 6 / 2 0 1 7 0 9 : 2 7 : 0 0 LA T E R A L D E S I G N - C O N C R E T E L E V E L S CL - 1 Criteria, Mass and Exposure Data RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Ground Level: L1 - Parking/Retail Mesh Criteria : Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) DIAPHRAGM DATA: Story Diaph # Diaph Type L2 - Residential 1 Semirigid L1 - Parking/Retail 1 Semirigid Disconnect Internal Nodes of Beams: Yes Disconnect Nodes outside Slab Boundary: Yes Semirigid Diaphragm Parameters: Use Slab Edges for Exterior Boundary Calculate Diaphragm Mass Hard Node Density Factor: 1.00 STORY MASS DATA: Includes Self Mass of: Beams Columns (Half mass of columns above and below) Walls (Half mass of walls above and below) Slabs/Deck Calculated Values: Story Diaph # Weight Mass MMI Xm Ym EccX EccY kips k-s2/ft ft-k-s2 ft ft ft ft L2 - Residential 1 7104.47 220.64 1385049 103.73 76.74 11.73 8.83 L1 - Parking/Retail 1 2370.84 73.63 224268 63.93 102.45 7.07 8.38 None 247.16 7.68 14794 168.66 48.69 -- -- Story Diaph # Combine L2 - Residential 1 None L1 - Parking/Retail 1 None None 1-L1 - Parking/Retail User Specified Values: CL - 2 Criteria, Mass and Exposure Data RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Story Diaph # Weight Mass MMI Xm Ym EccX EccY kips k-s2/ft ft-k-s2 ft ft ft ft L2 - Residential 1 6926.3 215.10 1359035 105.05 76.49 17.11 14.21 L1 - Parking/Retail 1 2607.2 80.97 335026 73.86 97.26 7.07 8.38 Distributed Mass Values for Pseudo-Flexible or Meshed Diaphragms: Story Diaph # Total Weight Total Mass kips k-s2/ft L2 - Residential 1 7101.07 220.530 L1 - Parking/Retail 1 2371.65 73.654 WIND EXPOSURE DATA: Calculated Values: Story Diaph # Building Extents (ft) Expose Parapet Min X Max X Min Y Max Y ft L2 - Residential 1 -0.25 234.42 0.00 176.58 Full 0.00 L1 - Parking/Retail 1 0.00 141.42 8.92 176.50 Full 0.00 STORY GRAVITY LOADS DATA: Includes Weight of: Beams Columns Walls Slabs/Deck Live Load Reduction (Calculated) Reducible : 0.00 % Storage : 0.00 % Calculated Values: Story Diaph # Dead Xc Yc Live Xc Yc kips ft ft kips ft ft L2 - Residential 1 7771.00 104.94 76.64 2172.80 107.99 75.38 L1 - Parking/Retail 1 2618.10 63.11 103.25 880.78 62.10 111.10 None 69.56 151.77 57.44 0.00 0.00 0.00 Story Diaph # Snow Xc Yc Combine kips ft ft L2 - Residential 1 1.35 136.19 109.46 None L1 - Parking/Retail 1 0.00 0.00 0.00 None None 0.00 0.00 0.00 1-L1 - Parking/R etail User Specified Values: Page 2/3 CL - 3 Criteria, Mass and Exposure Data RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Story Diaph # Dead Xc Yc Live Xc Yc kips ft ft kips ft ft L2 - Residential 1 7771.00 104.94 76.64 2172.80 107.99 75.38 L1 - Parking/Retail 1 2687.66 65.40 102.07 880.78 62.10 111.10 Story Diaph # Snow Xc Yc kips ft ft L2 - Residential 1 1.4 136.19 109.46 L1 - Parking/Retail 1 0.0 0.00 0.00 Page 3/3 CL - 4 Loads and Applied Forces RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 LOAD CASE: Seismic Loads Seismic ASCE 7-10 Equivalent Lateral Force Site Class: D Importance Factor: 1.00 Ss: 1.263 g S1: 0.494 g TL: 6.00 s Fa: 1.000 Fv: 1.506 SDs: 0.842 g SD1: 0.496 g Occupancy Category: II Seismic Design Category: D Provisions for: Force Ground Level: L1 - Parking/Retail Dir Eccent R Ta Equation Building Period-T X + And - 5.0 Std,Ct=0.020,x=0.75 Calculated Y + And - 5.0 Std,Ct=0.020,x=0.75 Calculated Dir Ta Cu T T-used Cs Eq12.8-2 Cs(max) Eq12.8-3 Cs(min) Eq12.8-5 Cs-used k X 0.137 1.400 0.108 0.108 0.168 0.915 0.037 0.168 1.000 Dir Ta Cu T T-used Cs Eq12.8-2 Cs(max) Eq12.8-3 Cs(min) Eq12.8-5 Cs-used k Y 0.137 1.400 0.163 0.163 0.168 0.610 0.037 0.168 1.000 Total Building Weight (kips) = 6926.25 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_X_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft L2 - Residential 1 13.00 1166.38 0.00 105.05 90.70 Applied Loads for Pseudo-Flexible or Semirigid Diaphragms: Story Diaph # Sum Fx Sum Fy kips kips L2 - Residential 1 1166.381 0.000 L1 - Parking/Retail 1 0.000 0.000 _______ _______ 1166.38 0.00 APPLIED STORY FORCES Type: EQ_ASCE710_X_+E_F Level Ht Fx Fy ft kips kips L2 - Residential 13.00 1166.38 0.00 _________ _________ 1166.38 0.00 CL - 5 Loads and Applied Forces RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_X_-E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft L2 - Residential 1 13.00 1166.38 0.00 105.05 62.28 Applied Loads for Pseudo-Flexible or Semirigid Diaphragms: Story Diaph # Sum Fx Sum Fy kips kips L2 - Residential 1 1166.381 0.000 L1 - Parking/Retail 1 0.000 0.000 _______ _______ 1166.38 0.00 APPLIED STORY FORCES Type: EQ_ASCE710_X_-E_F Level Ht Fx Fy ft kips kips L2 - Residential 13.00 1166.38 0.00 _________ _________ 1166.38 0.00 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_Y_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft L2 - Residential 1 13.00 0.00 1166.38 122.16 76.49 Applied Loads for Pseudo-Flexible or Semirigid Diaphragms: Story Diaph # Sum Fx Sum Fy kips kips L2 - Residential 1 0.000 1166.381 L1 - Parking/Retail 1 0.000 0.000 _______ _______ 0.00 1166.38 APPLIED STORY FORCES Type: EQ_ASCE710_Y_+E_F Level Ht Fx Fy ft kips kips L2 - Residential 13.00 0.00 1166.38 _________ _________ 0.00 1166.38 Page 2/19 CL - 6 Loads and Applied Forces RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_Y_-E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft L2 - Residential 1 13.00 0.00 1166.38 87.94 76.49 Applied Loads for Pseudo-Flexible or Semirigid Diaphragms: Story Diaph # Sum Fx Sum Fy kips kips L2 - Residential 1 0.000 1166.381 L1 - Parking/Retail 1 0.000 0.000 _______ _______ 0.00 1166.38 APPLIED STORY FORCES Type: EQ_ASCE710_Y_-E_F Level Ht Fx Fy ft kips kips L2 - Residential 13.00 0.00 1166.38 _________ _________ 0.00 1166.38 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_X_+E_0.3Y_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft L2 - Residential 1 13.00 1166.38 349.91 122.16 90.70 Applied Loads for Pseudo-Flexible or Semirigid Diaphragms: Story Diaph # Sum Fx Sum Fy kips kips L2 - Residential 1 1166.381 349.914 L1 - Parking/Retail 1 0.000 0.000 _______ _______ 1166.38 349.91 APPLIED STORY FORCES Type: EQ_ASCE710_X_+E_0.3Y_+E_F Level Ht Fx Fy ft kips kips L2 - Residential 13.00 1166.38 349.91 _________ _________ 1166.38 349.91 Page 3/19 CL - 7 Loads and Applied Forces RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_X_+E_-0.3Y_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft L2 - Residential 1 13.00 1166.38 -349.91 122.16 90.70 Applied Loads for Pseudo-Flexible or Semirigid Diaphragms: Story Diaph # Sum Fx Sum Fy kips kips L2 - Residential 1 1166.381 -349.914 L1 - Parking/Retail 1 0.000 0.000 _______ _______ 1166.38 -349.91 APPLIED STORY FORCES Type: EQ_ASCE710_X_+E_-0.3Y_+E_F Level Ht Fx Fy ft kips kips L2 - Residential 13.00 1166.38 -349.91 _________ _________ 1166.38 -349.91 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_-X_+E_0.3Y_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft L2 - Residential 1 13.00 -1166.38 349.91 122.16 90.70 Applied Loads for Pseudo-Flexible or Semirigid Diaphragms: Story Diaph # Sum Fx Sum Fy kips kips L2 - Residential 1 -1166.381 349.914 L1 - Parking/Retail 1 0.000 0.000 _______ _______ -1166.38 349.91 APPLIED STORY FORCES Type: EQ_ASCE710_-X_+E_0.3Y_+E_F Level Ht Fx Fy ft kips kips L2 - Residential 13.00 -1166.38 349.91 _________ _________ -1166.38 349.91 Page 4/19 CL - 8 Loads and Applied Forces RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_-X_+E_-0.3Y_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft L2 - Residential 1 13.00 -1166.38 -349.91 122.16 90.70 Applied Loads for Pseudo-Flexible or Semirigid Diaphragms: Story Diaph # Sum Fx Sum Fy kips kips L2 - Residential 1 -1166.381 -349.914 L1 - Parking/Retail 1 0.000 0.000 _______ _______ -1166.38 -349.91 APPLIED STORY FORCES Type: EQ_ASCE710_-X_+E_-0.3Y_+E_F Level Ht Fx Fy ft kips kips L2 - Residential 13.00 -1166.38 -349.91 _________ _________ -1166.38 -349.91 APPLIED DIAPHRAGM FORCES Type: EQ_ASCE710_0.3X_+E_Y_+E_F Level Diaph.# Ht Fx Fy X Y ft kips kips ft ft L2 - Residential 1 13.00 349.91 1166.38 122.16 90.70 Applied Loads for Pseudo-Flexible or Semirigid Diaphragms: Story Diaph # Sum Fx Sum Fy kips kips L2 - Residential 1 349.914 1166.381 L1 - Parking/Retail 1 0.000 0.000 _______ _______ 349.91 1166.38 APPLIED STORY FORCES Type: EQ_ASCE710_0.3X_+E_Y_+E_F Level Ht Fx Fy ft kips kips L2 - Residential 13.00 349.91 1166.38 _________ _________ 349.91 1166.38 Page 5/19 CL - 9 C L - 1 0 C L - 1 1 Load Combinations RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER Sp PosRoofLiveLoad RAMUSER E1 Seismic Loads EQ_ASCE710_X_+E_F E2 Seismic Loads EQ_ASCE710_X_-E_F E3 Seismic Loads EQ_ASCE710_Y_+E_F E4 Seismic Loads EQ_ASCE710_Y_-E_F E5 Seismic Loads EQ_ASCE710_X_+E_0.3Y_+E_F E6 Seismic Loads EQ_ASCE710_X_+E_-0.3Y_+E_F E7 Seismic Loads EQ_ASCE710_-X_+E_0.3Y_+E_F E8 Seismic Loads EQ_ASCE710_-X_+E_-0.3Y_+E_F E9 Seismic Loads EQ_ASCE710_0.3X_+E_Y_+E_F E10 Seismic Loads EQ_ASCE710_0.3X_+E_-Y_+E_F E11 Seismic Loads EQ_ASCE710_-0.3X_+E_Y_+E_F E12 Seismic Loads EQ_ASCE710_-0.3X_+E_-Y_+E_F E13 Seismic Loads EQ_ASCE710_X_+E_0.3Y_-E_F E14 Seismic Loads EQ_ASCE710_X_+E_-0.3Y_-E_F E15 Seismic Loads EQ_ASCE710_-X_+E_0.3Y_-E_F E16 Seismic Loads EQ_ASCE710_-X_+E_-0.3Y_-E_F E17 Seismic Loads EQ_ASCE710_0.3X_+E_Y_-E_F E18 Seismic Loads EQ_ASCE710_0.3X_+E_-Y_-E_F E19 Seismic Loads EQ_ASCE710_-0.3X_+E_Y_-E_F E20 Seismic Loads EQ_ASCE710_-0.3X_+E_-Y_-E_F E21 Seismic Loads EQ_ASCE710_X_-E_0.3Y_+E_F E22 Seismic Loads EQ_ASCE710_X_-E_-0.3Y_+E_F E23 Seismic Loads EQ_ASCE710_-X_-E_0.3Y_+E_F E24 Seismic Loads EQ_ASCE710_-X_-E_-0.3Y_+E_F E25 Seismic Loads EQ_ASCE710_0.3X_-E_Y_+E_F E26 Seismic Loads EQ_ASCE710_0.3X_-E_-Y_+E_F E27 Seismic Loads EQ_ASCE710_-0.3X_-E_Y_+E_F E28 Seismic Loads EQ_ASCE710_-0.3X_-E_-Y_+E_F E29 Seismic Loads EQ_ASCE710_X_-E_0.3Y_-E_F E30 Seismic Loads EQ_ASCE710_X_-E_-0.3Y_-E_F E31 Seismic Loads EQ_ASCE710_-X_-E_0.3Y_-E_F E32 Seismic Loads EQ_ASCE710_-X_-E_-0.3Y_-E_F E33 Seismic Loads EQ_ASCE710_0.3X_-E_Y_-E_F E34 Seismic Loads EQ_ASCE710_0.3X_-E_-Y_-E_F E35 Seismic Loads EQ_ASCE710_-0.3X_-E_Y_-E_F E36 Seismic Loads EQ_ASCE710_-0.3X_-E_-Y_-E_F LOAD COMBINATIONS: User Specified 1 * 1.400 D 2 * 1.200 D + 1.600 Lp + 0.500 Sp 3 * 1.200 D + 1.600 Lp CL - 12 Load Combinations RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 4 * 1.200 D + 0.500 Lp + 1.600 Sp 5 * 1.200 D + 1.600 Sp 6 * 1.368 D + 0.500 Lp + 1.000 E1 7 * 1.368 D + 0.500 Lp + 1.000 E2 8 * 1.368 D + 0.500 Lp + 1.000 E3 9 * 1.368 D + 0.500 Lp + 1.000 E4 10 * 1.368 D + 0.500 Lp - 1.000 E1 11 * 1.368 D + 0.500 Lp - 1.000 E2 12 * 1.368 D + 0.500 Lp - 1.000 E3 13 * 1.368 D + 0.500 Lp - 1.000 E4 14 * 1.368 D + 1.000 E1 15 * 1.368 D + 1.000 E2 16 * 1.368 D + 1.000 E3 17 * 1.368 D + 1.000 E4 18 * 1.368 D - 1.000 E1 19 * 1.368 D - 1.000 E2 20 * 1.368 D - 1.000 E3 21 * 1.368 D - 1.000 E4 22 * 0.732 D + 1.000 E1 23 * 0.732 D + 1.000 E2 24 * 0.732 D + 1.000 E3 25 * 0.732 D + 1.000 E4 26 * 0.732 D - 1.000 E1 27 * 0.732 D - 1.000 E2 28 * 0.732 D - 1.000 E3 29 * 0.732 D - 1.000 E4 30 * 1.400 D 31 * 1.200 D + 1.600 Lp + 0.500 Sp 32 * 1.200 D + 1.600 Lp 33 * 1.200 D + 0.500 Lp + 1.600 Sp 34 * 1.200 D + 1.600 Sp 35 * 1.368 D + 0.500 Lp + 1.000 E1 36 * 1.368 D + 0.500 Lp + 1.000 E2 37 * 1.368 D + 0.500 Lp + 1.000 E3 38 * 1.368 D + 0.500 Lp + 1.000 E4 39 * 1.368 D + 0.500 Lp + 1.000 E5 40 * 1.368 D + 0.500 Lp + 1.000 E6 41 * 1.368 D + 0.500 Lp + 1.000 E7 42 * 1.368 D + 0.500 Lp + 1.000 E8 43 * 1.368 D + 0.500 Lp + 1.000 E9 44 * 1.368 D + 0.500 Lp + 1.000 E10 45 * 1.368 D + 0.500 Lp + 1.000 E11 46 * 1.368 D + 0.500 Lp + 1.000 E12 47 * 1.368 D + 0.500 Lp + 1.000 E13 48 * 1.368 D + 0.500 Lp + 1.000 E14 49 * 1.368 D + 0.500 Lp + 1.000 E15 Page 2/7 CL - 13 Load Combinations RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 50 * 1.368 D + 0.500 Lp + 1.000 E16 51 * 1.368 D + 0.500 Lp + 1.000 E17 52 * 1.368 D + 0.500 Lp + 1.000 E18 53 * 1.368 D + 0.500 Lp + 1.000 E19 54 * 1.368 D + 0.500 Lp + 1.000 E20 55 * 1.368 D + 0.500 Lp + 1.000 E21 56 * 1.368 D + 0.500 Lp + 1.000 E22 57 * 1.368 D + 0.500 Lp + 1.000 E23 58 * 1.368 D + 0.500 Lp + 1.000 E24 59 * 1.368 D + 0.500 Lp + 1.000 E25 60 * 1.368 D + 0.500 Lp + 1.000 E26 61 * 1.368 D + 0.500 Lp + 1.000 E27 62 * 1.368 D + 0.500 Lp + 1.000 E28 63 * 1.368 D + 0.500 Lp + 1.000 E29 64 * 1.368 D + 0.500 Lp + 1.000 E30 65 * 1.368 D + 0.500 Lp + 1.000 E31 66 * 1.368 D + 0.500 Lp + 1.000 E32 67 * 1.368 D + 0.500 Lp + 1.000 E33 68 * 1.368 D + 0.500 Lp + 1.000 E34 69 * 1.368 D + 0.500 Lp + 1.000 E35 70 * 1.368 D + 0.500 Lp + 1.000 E36 71 * 1.368 D + 0.500 Lp - 1.000 E1 72 * 1.368 D + 0.500 Lp - 1.000 E2 73 * 1.368 D + 0.500 Lp - 1.000 E3 74 * 1.368 D + 0.500 Lp - 1.000 E4 75 * 1.368 D + 0.500 Lp - 1.000 E5 76 * 1.368 D + 0.500 Lp - 1.000 E6 77 * 1.368 D + 0.500 Lp - 1.000 E7 78 * 1.368 D + 0.500 Lp - 1.000 E8 79 * 1.368 D + 0.500 Lp - 1.000 E9 80 * 1.368 D + 0.500 Lp - 1.000 E10 81 * 1.368 D + 0.500 Lp - 1.000 E11 82 * 1.368 D + 0.500 Lp - 1.000 E12 83 * 1.368 D + 0.500 Lp - 1.000 E13 84 * 1.368 D + 0.500 Lp - 1.000 E14 85 * 1.368 D + 0.500 Lp - 1.000 E15 86 * 1.368 D + 0.500 Lp - 1.000 E16 87 * 1.368 D + 0.500 Lp - 1.000 E17 88 * 1.368 D + 0.500 Lp - 1.000 E18 89 * 1.368 D + 0.500 Lp - 1.000 E19 90 * 1.368 D + 0.500 Lp - 1.000 E20 91 * 1.368 D + 0.500 Lp - 1.000 E21 92 * 1.368 D + 0.500 Lp - 1.000 E22 93 * 1.368 D + 0.500 Lp - 1.000 E23 94 * 1.368 D + 0.500 Lp - 1.000 E24 95 * 1.368 D + 0.500 Lp - 1.000 E25 Page 3/7 CL - 14 Load Combinations RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 96 * 1.368 D + 0.500 Lp - 1.000 E26 97 * 1.368 D + 0.500 Lp - 1.000 E27 98 * 1.368 D + 0.500 Lp - 1.000 E28 99 * 1.368 D + 0.500 Lp - 1.000 E29 100 * 1.368 D + 0.500 Lp - 1.000 E30 101 * 1.368 D + 0.500 Lp - 1.000 E31 102 * 1.368 D + 0.500 Lp - 1.000 E32 103 * 1.368 D + 0.500 Lp - 1.000 E33 104 * 1.368 D + 0.500 Lp - 1.000 E34 105 * 1.368 D + 0.500 Lp - 1.000 E35 106 * 1.368 D + 0.500 Lp - 1.000 E36 107 * 1.368 D + 1.000 E1 108 * 1.368 D + 1.000 E2 109 * 1.368 D + 1.000 E3 110 * 1.368 D + 1.000 E4 111 * 1.368 D + 1.000 E5 112 * 1.368 D + 1.000 E6 113 * 1.368 D + 1.000 E7 114 * 1.368 D + 1.000 E8 115 * 1.368 D + 1.000 E9 116 * 1.368 D + 1.000 E10 117 * 1.368 D + 1.000 E11 118 * 1.368 D + 1.000 E12 119 * 1.368 D + 1.000 E13 120 * 1.368 D + 1.000 E14 121 * 1.368 D + 1.000 E15 122 * 1.368 D + 1.000 E16 123 * 1.368 D + 1.000 E17 124 * 1.368 D + 1.000 E18 125 * 1.368 D + 1.000 E19 126 * 1.368 D + 1.000 E20 127 * 1.368 D + 1.000 E21 128 * 1.368 D + 1.000 E22 129 * 1.368 D + 1.000 E23 130 * 1.368 D + 1.000 E24 131 * 1.368 D + 1.000 E25 132 * 1.368 D + 1.000 E26 133 * 1.368 D + 1.000 E27 134 * 1.368 D + 1.000 E28 135 * 1.368 D + 1.000 E29 136 * 1.368 D + 1.000 E30 137 * 1.368 D + 1.000 E31 138 * 1.368 D + 1.000 E32 139 * 1.368 D + 1.000 E33 140 * 1.368 D + 1.000 E34 141 * 1.368 D + 1.000 E35 Page 4/7 CL - 15 Load Combinations RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 142 * 1.368 D + 1.000 E36 143 * 1.368 D - 1.000 E1 144 * 1.368 D - 1.000 E2 145 * 1.368 D - 1.000 E3 146 * 1.368 D - 1.000 E4 147 * 1.368 D - 1.000 E5 148 * 1.368 D - 1.000 E6 149 * 1.368 D - 1.000 E7 150 * 1.368 D - 1.000 E8 151 * 1.368 D - 1.000 E9 152 * 1.368 D - 1.000 E10 153 * 1.368 D - 1.000 E11 154 * 1.368 D - 1.000 E12 155 * 1.368 D - 1.000 E13 156 * 1.368 D - 1.000 E14 157 * 1.368 D - 1.000 E15 158 * 1.368 D - 1.000 E16 159 * 1.368 D - 1.000 E17 160 * 1.368 D - 1.000 E18 161 * 1.368 D - 1.000 E19 162 * 1.368 D - 1.000 E20 163 * 1.368 D - 1.000 E21 164 * 1.368 D - 1.000 E22 165 * 1.368 D - 1.000 E23 166 * 1.368 D - 1.000 E24 167 * 1.368 D - 1.000 E25 168 * 1.368 D - 1.000 E26 169 * 1.368 D - 1.000 E27 170 * 1.368 D - 1.000 E28 171 * 1.368 D - 1.000 E29 172 * 1.368 D - 1.000 E30 173 * 1.368 D - 1.000 E31 174 * 1.368 D - 1.000 E32 175 * 1.368 D - 1.000 E33 176 * 1.368 D - 1.000 E34 177 * 1.368 D - 1.000 E35 178 * 1.368 D - 1.000 E36 179 * 0.732 D + 1.000 E1 180 * 0.732 D + 1.000 E2 181 * 0.732 D + 1.000 E3 182 * 0.732 D + 1.000 E4 183 * 0.732 D + 1.000 E5 184 * 0.732 D + 1.000 E6 185 * 0.732 D + 1.000 E7 186 * 0.732 D + 1.000 E8 187 * 0.732 D + 1.000 E9 Page 5/7 CL - 16 Load Combinations RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 188 * 0.732 D + 1.000 E10 189 * 0.732 D + 1.000 E11 190 * 0.732 D + 1.000 E12 191 * 0.732 D + 1.000 E13 192 * 0.732 D + 1.000 E14 193 * 0.732 D + 1.000 E15 194 * 0.732 D + 1.000 E16 195 * 0.732 D + 1.000 E17 196 * 0.732 D + 1.000 E18 197 * 0.732 D + 1.000 E19 198 * 0.732 D + 1.000 E20 199 * 0.732 D + 1.000 E21 200 * 0.732 D + 1.000 E22 201 * 0.732 D + 1.000 E23 202 * 0.732 D + 1.000 E24 203 * 0.732 D + 1.000 E25 204 * 0.732 D + 1.000 E26 205 * 0.732 D + 1.000 E27 206 * 0.732 D + 1.000 E28 207 * 0.732 D + 1.000 E29 208 * 0.732 D + 1.000 E30 209 * 0.732 D + 1.000 E31 210 * 0.732 D + 1.000 E32 211 * 0.732 D + 1.000 E33 212 * 0.732 D + 1.000 E34 213 * 0.732 D + 1.000 E35 214 * 0.732 D + 1.000 E36 215 * 0.732 D - 1.000 E1 216 * 0.732 D - 1.000 E2 217 * 0.732 D - 1.000 E3 218 * 0.732 D - 1.000 E4 219 * 0.732 D - 1.000 E5 220 * 0.732 D - 1.000 E6 221 * 0.732 D - 1.000 E7 222 * 0.732 D - 1.000 E8 223 * 0.732 D - 1.000 E9 224 * 0.732 D - 1.000 E10 225 * 0.732 D - 1.000 E11 226 * 0.732 D - 1.000 E12 227 * 0.732 D - 1.000 E13 228 * 0.732 D - 1.000 E14 229 * 0.732 D - 1.000 E15 230 * 0.732 D - 1.000 E16 231 * 0.732 D - 1.000 E17 232 * 0.732 D - 1.000 E18 233 * 0.732 D - 1.000 E19 Page 6/7 CL - 17 Load Combinations RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 234 * 0.732 D - 1.000 E20 235 * 0.732 D - 1.000 E21 236 * 0.732 D - 1.000 E22 237 * 0.732 D - 1.000 E23 238 * 0.732 D - 1.000 E24 239 * 0.732 D - 1.000 E25 240 * 0.732 D - 1.000 E26 241 * 0.732 D - 1.000 E27 242 * 0.732 D - 1.000 E28 243 * 0.732 D - 1.000 E29 244 * 0.732 D - 1.000 E30 245 * 0.732 D - 1.000 E31 246 * 0.732 D - 1.000 E32 247 * 0.732 D - 1.000 E33 248 * 0.732 D - 1.000 E34 249 * 0.732 D - 1.000 E35 250 * 0.732 D - 1.000 E36 * = Load combination currently selected to use Page 7/7 CL - 18 RA M R A M F r a m e A n a l y s i s . R F A n . 1 Da t a B a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 6 / 2 0 1 7 1 0 : 2 1 : 1 5 CE N T E R O F M A S S CE N T E R O F R I G I D I T Y CO N C R E T E S H E A R W A L L P L A N 1s t L E V E L C O N C . W A L L S (B E L O W T R A N S F E R S L A B ) CL - 19 RA M R A M F r a m e A n a l y s i s . R F A n . 1 Da t a B a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 6 / 2 0 1 7 1 0 : 2 3 : 2 9 SH E A R W A L L F O R C E S ( K I P S ) (E N V E L O P E D ) WO R S T C A S E S H E A R FO R E A C H W A L L 1s t L E V E L C O N C . W A L L S (B E L O W T R A N S F E R S L A B ) CL - 20 Da t a B a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 6 / 2 0 1 7 1 0 : 2 7 : 5 8 WA L L D E S I G N G R O U P S 1s t L E V E L C O N C . W A L L S (B E L O W T R A N S F E R S L A B ) WA L L G R O U P NU M B E R , T Y P . CL - 21 Wall Design Group Properties RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 WDG Story Panel Wall Centroid Bar Pattern Template Num Num Num (ft) 1 L1 - Parking/Reta il 391 5 (45.8 , 54.9) 10" Conc. Wall 2 L1 - Parking/Reta il 392 6 (0.4 , 138.2) 10" Conc. Wall 3 L1 - Parking/Reta il 393 1 (39.0 , 176.1) 10" Conc. Wall 4 L1 - Parking/Reta il 394 2 (77.6 , 152.8) 10" Conc. Wall 4 394 14 10" Conc. Wall 5 L1 - Parking/Reta il 396 3 (101.4 , 105.8) 10" Conc. Wall 5 396 53 10" Conc. Wall 6 L1 - Parking/Reta il 397 4 (133.1 , 81.9) 10" Conc. Wall 7 L1 - Parking/Reta il 398 7 (141.0 , 74.2) 10" Conc. Wall 7 398 36 10" Conc. Wall 8 L1 - Parking/Reta il 399 11 (139.9 , 66.5) 10" Conc. Wall 8 399 46 10" Conc. Wall 9 L1 - Parking/Reta il 400 43 (144.0 , 45.7) 10" Conc. Wall 10 L1 - Parking/Reta il 401 8 (109.3 , 27.6) 10" Conc. Wall CL - 22 Wall Design Group Properties RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 WDG Story Panel Wall Centroid Bar Pattern Template 11 L1 - Parking/Reta il 452 12 (115.7 , 63.6) 10" Conc. Wall 12 L1 - Parking/Reta il 447 31 (100.8 , 64.9) 10" Conc. Wall 448 25 449 26 450 23 451 30 49 L1 - Parking/Reta il 461 64 (71.5 , 123.6) 10" Conc. Wall 14 L1 - Parking/Reta il 453 32 (98.9 , 79.3) 10" Conc. Wall 15 L1 - Parking/Reta il 460 22 (80.9 , 102.1) 8" Conc. Wall 15 460 65 8" Conc. Wall 16 L1 - Parking/Reta il 409 21 (60.5 , 131.2) 8" Conc. Wall 16 409 20 8" Conc. Wall 16 409 16 8" Conc. Wall 17 L1 - Parking/Reta il 410 15 (69.0 , 139.8) 10" Conc. Wall 18 L1 - Parking/Reta il 411 19 (51.3 , 129.8) 10" Conc. Wall 19 L1 - Parking/Reta il 412 18 (42.2 , 132.3) 10" Conc. Wall 20 L1 - Parking/Reta il 413 17 (51.3 , 134.8) 8" Conc. Wall Page 2/4 CL - 23 Wall Design Group Properties RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 WDG Story Panel Wall Centroid Bar Pattern Template 21 L2 - Residential 414 60 (80.7 , 20.1) 10" Conc. Wall 22 L2 - Residential 415 52 (0.4 , 137.9) 10" Conc. Wall 23 L2 - Residential 416 51 (39.0 , 176.1) 10" Conc. Wall 24 L2 - Residential 417 53 (77.6 , 138.0) 10" Conc. Wall 24 417 58 10" Conc. Wall 25 L2 - Residential 418 61 (101.4 , 105.8) 10" Conc. Pier 419 64 26 L2 - Residential 420 4 (153.8 , 81.9) 10" Conc. Wall 26 420 65 10" Conc. Wall 26 420 59 10" Conc. Wall 27 L2 - Residential 421 47 (182.4 , 74.3) 10" Conc. Wall 28 L2 - Residential 422 48 (186.5 , 62.5) 10" Conc. Wall 29 L2 - Residential 423 42 (180.5 , 60.5) 10" Conc. Wall 30 L2 - Residential 424 11 (146.6 , 66.5) 10" Conc. Wall 30 424 38 10" Conc. Wall 31 L2 - Residential 425 43 (144.0 , 45.7) 10" Conc. Wall 32 L2 - Residential 426 44 (202.5 , 0.4) 10" Conc. Wall 33 L2 - Residential 427 45 (100.3 , 0.4) 10" Conc. Wall 34 L2 - Residential 428 37 (233.9 , 49.8) 10" Conc. Wall Page 3/4 CL - 24 Wall Design Group Properties RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 WDG Story Panel Wall Centroid Bar Pattern Template 35 L2 - Residential 459 12 (115.7 , 63.6) 10" Conc. Wall 36 L2 - Residential 454 31 (100.8 , 64.9) 10" Conc. Wall 455 25 456 26 457 23 458 30 39 L2 - Residential 434 54 (63.0 , 120.0) 8" Conc. Wall 40 L2 - Residential 435 21 (60.5 , 126.2) 8" Conc. Wall 41 L2 - Residential 436 19 (51.3 , 129.8) 10" Conc. Wall 42 L2 - Residential 437 18 (42.2 , 134.8) 10" Conc. Wall 43 L2 - Residential 438 56 (69.0 , 139.8) 10" Conc. Wall 44 L2 - Residential 439 55 (71.5 , 123.6) 10" Conc. Wall 45 L2 - Residential 440 39 (163.1 , 74.2) 10" Conc. Wall 46 L2 - Residential 441 36 (141.0 , 77.1) 10" Conc. Wall 47 L2 - Residential 442 35 (133.1 , 72.3) 8" Conc. Wall 48 L1 - Parking/Reta il 443 35 (130.7 , 72.3) 8" Conc. Wall Page 4/4 CL - 25 Wall Panel Properties RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Wall Design Group:1 Story:L1 - Parking/Retail (8.50 ft) Panel Num Thick (in) Length (ft) f'c (ksi) fy (ksi) Height (ft) Coords (ft) Start End 391 10.00 128.458 4.00 60.0 8.500 8.500 (0.417, 100.339) (91.250, 9.506) Wall Design Group:2 392 10.00 75.744 4.00 60.0 8.500 8.500 (0.417, 100.339) (0.417, 176.083) Wall Design Group:3 393 10.00 77.167 4.00 60.0 8.500 8.500 (0.417, 176.083) (77.583, 176.083) Wall Design Group:4 394 10.00 46.491 4.00 60.0 8.500 8.500 (77.583, 129.592) (77.583, 176.083) 394 10.00 46.491 4.00 60.0 8.500 8.500 (77.583, 129.592) (77.583, 176.083) Wall Design Group:5 396 10.00 67.423 4.00 60.0 8.500 8.500 (77.583, 129.592) (125.259, 81.917) 396 10.00 67.423 4.00 60.0 8.500 8.500 (77.583, 129.592) (125.259, 81.917) Wall Design Group:6 397 10.00 15.741 4.00 60.0 8.500 8.500 (125.259, 81.917) (141.000, 81.917) Wall Design Group:7 398 10.00 15.417 4.00 60.0 8.500 8.500 (141.000, 66.500) (141.000, 81.917) 398 10.00 15.417 4.00 60.0 8.500 8.500 (141.000, 66.500) (141.000, 81.917) Wall Design Group:8 CL - 26 Wall Panel Properties RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 399 10.00 42.420 4.00 60.0 8.500 8.500 (118.663, 66.500) (161.083, 66.500) 399 10.00 42.420 4.00 60.0 8.500 8.500 (118.663, 66.500) (161.083, 66.500) Wall Design Group:9 400 10.00 33.089 4.00 60.0 8.500 8.500 (127.411, 45.667) (160.500, 45.667) Wall Design Group:10 401 10.00 51.139 4.00 60.0 8.500 8.500 (91.250, 9.506) (127.411, 45.667) Wall Design Group:11 452 10.00 8.268 4.00 60.0 8.500 8.500 (112.817, 60.653) (118.663, 66.500) Wall Design Group:12 447 10.00 23.000 4.00 60.0 8.500 8.500 (89.777, 70.140) (106.040, 53.877) 448 10.00 7.167 4.00 60.0 8.500 8.500 (96.553, 76.917) (101.621, 71.849) 449 10.00 7.167 4.00 60.0 8.500 8.500 (107.749, 65.721) (112.817, 60.653) 450 10.00 9.583 4.00 60.0 8.500 8.500 (89.777, 70.140) (96.553, 76.917) 451 10.00 9.583 4.00 60.0 8.500 8.500 (106.040, 53.877) (112.817, 60.653) Wall Design Group:49 461 10.00 17.083 4.00 60.0 8.500 8.500 (65.504, 117.512) (77.583, 129.592) Wall Design Group:14 453 10.00 6.750 4.00 60.0 8.500 8.500 (96.553, 76.917) (101.326, 81.690) Wall Design Group:15 460 8.00 57.737 4.00 60.0 8.500 8.500 (60.500, 122.516) Page 2/7 CL - 27 Wall Panel Properties RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 (101.326, 81.690) 460 8.00 57.737 4.00 60.0 8.500 8.500 (60.500, 122.516) (101.326, 81.690) Wall Design Group:16 409 8.00 17.317 4.00 60.0 8.500 8.500 (60.500, 122.516) (60.500, 139.833) 409 8.00 17.317 4.00 60.0 8.500 8.500 (60.500, 122.516) (60.500, 139.833) 409 8.00 17.317 4.00 60.0 8.500 8.500 (60.500, 122.516) (60.500, 139.833) Wall Design Group:17 410 10.00 17.083 4.00 60.0 8.500 8.500 (60.500, 139.833) (77.583, 139.833) Wall Design Group:18 411 10.00 18.333 4.00 60.0 8.500 8.500 (42.167, 129.833) (60.500, 129.833) Wall Design Group:19 412 10.00 5.000 4.00 60.0 8.500 8.500 (42.167, 129.833) (42.167, 134.833) Wall Design Group:20 413 8.00 18.333 4.00 60.0 8.500 8.500 (42.167, 134.833) (60.500, 134.833) Wall Design Group:21 Story:L2 - Residential (21.50 ft) Panel Num Thick (in) Length (ft) f'c (ksi) fy (ksi) Height (ft) Coords (ft) Start End 414 10.00 19.500 4.00 60.0 13.000 13.000 (73.795, 26.961) (87.583, 13.173) Wall Design Group:22 415 10.00 17.250 4.00 60.0 13.000 13.000 (0.417, 129.250) (0.417, 146.500) Page 3/7 CL - 28 Wall Panel Properties RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Wall Design Group:23 416 10.00 8.667 4.00 60.0 13.000 13.000 (34.667, 176.083) (43.333, 176.083) Wall Design Group:24 417 10.00 16.908 4.00 60.0 13.000 13.000 (77.583, 129.592) (77.583, 146.500) 417 10.00 16.908 4.00 60.0 13.000 13.000 (77.583, 129.592) (77.583, 146.500) Wall Design Group:25 418 10.00 3.000 4.00 60.0 13.000 13.000 (89.604, 117.571) (91.725, 115.450) 419 10.00 3.000 4.00 60.0 13.000 13.000 (111.117, 96.059) (113.238, 93.937) Wall Design Group:26 420 10.00 57.158 4.00 60.0 13.000 13.000 (125.259, 81.917) (182.417, 81.917) 420 10.00 57.158 4.00 60.0 13.000 13.000 (125.259, 81.917) (182.417, 81.917) 420 10.00 57.158 4.00 60.0 13.000 13.000 (125.259, 81.917) (182.417, 81.917) Wall Design Group:27 421 10.00 15.319 4.00 60.0 13.000 13.000 (182.417, 66.597) (182.417, 81.917) Wall Design Group:28 422 10.00 11.554 4.00 60.0 13.000 13.000 (182.417, 66.597) (190.587, 58.427) Wall Design Group:29 423 10.00 17.083 4.00 60.0 13.000 13.000 (174.500, 66.500) (186.580, 54.420) Wall Design Group:30 424 10.00 55.837 4.00 60.0 13.000 13.000 (118.663, 66.500) Page 4/7 CL - 29 Wall Panel Properties RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 (174.500, 66.500) 424 10.00 55.837 4.00 60.0 13.000 13.000 (118.663, 66.500) (174.500, 66.500) Wall Design Group:31 425 10.00 33.089 4.00 60.0 13.000 13.000 (127.411, 45.667) (160.500, 45.667) Wall Design Group:32 426 10.00 39.083 4.00 60.0 13.000 13.000 (182.917, 0.417) (222.000, 0.417) Wall Design Group:33 427 10.00 22.000 4.00 60.0 13.000 13.000 (89.333, 0.417) (111.333, 0.417) Wall Design Group:34 428 10.00 16.667 4.00 60.0 13.000 13.000 (233.917, 41.500) (233.917, 58.167) Wall Design Group:35 459 10.00 8.268 4.00 60.0 13.000 13.000 (112.817, 60.653) (118.663, 66.500) Wall Design Group:36 454 10.00 23.000 4.00 60.0 13.000 13.000 (89.777, 70.140) (106.040, 53.877) 455 10.00 7.167 4.00 60.0 13.000 13.000 (96.553, 76.917) (101.621, 71.849) 456 10.00 7.167 4.00 60.0 13.000 13.000 (107.749, 65.721) (112.817, 60.653) 457 10.00 9.583 4.00 60.0 13.000 13.000 (89.777, 70.140) (96.553, 76.917) 458 10.00 9.583 4.00 60.0 13.000 13.000 (106.040, 53.877) (112.817, 60.653) Wall Design Group:39 434 8.00 7.076 4.00 60.0 13.000 13.000 (60.500, 122.516) (65.504, 117.512) Page 5/7 CL - 30 Wall Panel Properties RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Wall Design Group:40 435 8.00 7.317 4.00 60.0 13.000 13.000 (60.500, 122.516) (60.500, 129.833) Wall Design Group:41 436 10.00 18.333 4.00 60.0 13.000 13.000 (42.167, 129.833) (60.500, 129.833) Wall Design Group:42 437 10.00 10.000 4.00 60.0 13.000 13.000 (42.167, 129.833) (42.167, 139.833) Wall Design Group:43 438 10.00 17.083 4.00 60.0 13.000 13.000 (60.500, 139.833) (77.583, 139.833) Wall Design Group:44 439 10.00 17.083 4.00 60.0 13.000 13.000 (65.504, 117.512) (77.583, 129.592) Wall Design Group:45 440 10.00 15.417 4.00 60.0 13.000 13.000 (163.083, 66.500) (163.083, 81.917) Wall Design Group:46 441 10.00 9.583 4.00 60.0 13.000 13.000 (141.000, 72.333) (141.000, 81.917) Wall Design Group:47 442 8.00 15.741 4.00 60.0 13.000 13.000 (125.259, 72.333) (141.000, 72.333) Wall Design Group:48 Story:L1 - Parking/Retail (8.50 ft) Panel Num Thick (in) Length (ft) f'c (ksi) fy (ksi) Height (ft) Coords (ft) Start End 443 8.00 20.654 4.00 60.0 8.500 8.500 (120.346, 72.333) Page 6/7 CL - 31 Wall Panel Properties RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Panel Num Thick (in) Length (ft) f'c (ksi) fy (ksi) Height (ft) Coords (ft) (141.000, 72.333) Page 7/7 CL - 32 Wall Panel Reinforcing RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Wall Design Group: 1 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 391 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 2 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 392 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 3 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 393 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 4 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 394 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 5 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 396 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% CL - 33 Wall Panel Reinforcing RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Wall Design Group: 6 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 397 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 7 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 398 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 8 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 399 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 9 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 400 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 10 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 401 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 11 Page 2/9 CL - 34 Wall Panel Reinforcing RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 452 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 12 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 447 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% 448 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% 449 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% 450 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% 451 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 49 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 461 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 14 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 453 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 15 Bar Pattern Template: 8" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 460 (1) #5@12" oc 0.32% (1) #5@12" oc 0.32% Page 3/9 CL - 35 Wall Panel Reinforcing RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Wall Design Group: 16 Bar Pattern Template: 8" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 409 (1) #5@12" oc 0.32% (1) #5@12" oc 0.32% Wall Design Group: 17 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 410 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 18 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 411 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 19 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 412 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 20 Bar Pattern Template: 8" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 413 (1) #5@12" oc 0.32% (1) #5@12" oc 0.32% Wall Design Group: 21 Page 4/9 CL - 36 Wall Panel Reinforcing RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 414 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 22 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 415 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 23 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 416 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 24 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 417 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 25 Bar Pattern Template: 10" Conc. Pier Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 418 (2) #4@12" oc 0.33% (2) #3@6" oc 0.37% 419 (2) #4@12" oc 0.33% (2) #3@6" oc 0.37% Wall Design Group: 26 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 420 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Page 5/9 CL - 37 Wall Panel Reinforcing RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Wall Design Group: 27 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 421 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 28 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 422 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 29 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 423 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 30 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 424 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 31 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 425 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 32 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 426 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Page 6/9 CL - 38 Wall Panel Reinforcing RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Wall Design Group: 33 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 427 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 34 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 428 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 35 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 459 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 36 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 454 (Manual Reinforcement) (2) #3 @ 6 in o.c. 0.37% (2) #3 @ 6 in o.c. 0.37% (2) #3 @ 6 in o.c. 0.37% (2) #3 @ 6 in o.c. 0.37% 455 (Manual Reinforcement) (2) #3 @ 6 in o.c. 0.37% (2) #3 @ 6 in o.c. 0.37% (2) #3 @ 6 in o.c. 0.37% (2) #3 @ 6 in o.c. 0.37% 456 (Manual Reinforcement) (2) #3 @ 6 in o.c. 0.37% (2) #3 @ 6 in o.c. 0.37% (2) #3 @ 6 in o.c. 0.37% (2) #3 @ 6 in o.c. 0.37% 457 (Manual Reinforcement) (2) #3 @ 3 in o.c. 0.73% Page 7/9 CL - 39 Wall Panel Reinforcing RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 (2) #3 @ 3 in o.c. 0.73% (2) #3 @ 3 in o.c. 0.73% (2) #3 @ 3 in o.c. 0.73% 458 (Manual Reinforcement) (2) #3 @ 3 in o.c. 0.73% (2) #3 @ 3 in o.c. 0.73% (2) #3 @ 3 in o.c. 0.73% (2) #3 @ 3 in o.c. 0.73% Wall Design Group: 39 Bar Pattern Template: 8" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 434 (1) #5@12" oc 0.32% (1) #5@12" oc 0.32% Wall Design Group: 40 Bar Pattern Template: 8" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 435 (1) #5@12" oc 0.32% (1) #5@12" oc 0.32% Wall Design Group: 41 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 436 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 42 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 437 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 43 Bar Pattern Template: 10" Conc. Wall Bar Patterns Page 8/9 CL - 40 Wall Panel Reinforcing RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Design Code: ACI 318-11 Story Wall Panel Vertical rho Horizontal rho L2 - Residential 438 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 44 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 439 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 45 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 440 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 46 Bar Pattern Template: 10" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 441 (2) #4@12" oc 0.33% (2) #4@12" oc 0.33% Wall Design Group: 47 Bar Pattern Template: 8" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L2 - Residential 442 (1) #5@12" oc 0.32% (1) #5@12" oc 0.32% Wall Design Group: 48 Bar Pattern Template: 8" Conc. Wall Bar Patterns Story Wall Panel Vertical rho Horizontal rho L1 - Parking/Retail 443 (1) #5@12" oc 0.32% (1) #5@12" oc 0.32% Page 9/9 CL - 41 Da t a B a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 6 / 2 0 1 7 1 0 : 3 5 : 3 5 SH E A R W A L L R E S U L T S CL - 42 Section Cut Design Summary RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:36:29 Design Code: ACI 318-11 Section Cut ID:SC41H:1 (Horizontal) Story:L2 - Residential Ag = 2200 in2 Imaj = 8873284 in4 Imin = 18333 in4 Major Axis Orientation: 0.00 degrees (CCW from global X-axis) Wall Design Group: 41 Design Status:PASS “Min Maj PLAN VIEW SC41H:1 Axial/Flexural Results: Interaction: 0.220 OK Pu = 26.38 kips phiPn = 119.78 kips Mu = 1017.7 kip-ft at Beta = -0.0 deg CCW from Major axis Controlling Load Combo: 0.732 D + 1.000 E16 (LC 165) Code Ref: 10.3.7 Shear Results: Segment SC41H:1: Length = 18.33 ft Thick = 10.00 in f'c = 4000 psi fy = 60 ksi Vert Bar Pat: #4@12" oc Horiz Bar Pat: #4@12" oc Vu = 167.1 kip phiVn = 426.1 kip OK Controlling Load Combo: 1.368 D + 0.500 Lp + 1.000 E6 (LC 11) Code Ref: 14.2.3 & 11.9.5 Reinforcement Checks: Min Vert Reinf Ratio: Limit: 0.250% Actual: 0.357% (11.9.9.4)OK Segment SC41H:1: Max Vert Bar Spacing Limit: 18.00 in Actual: 12.00 in (11.9.9.5) OK Min Vert Bar Spacing Limit: 1.00 in Actual: 11.50 in (7.6.1) OK Min Longit Reinf Ratio Limit: 0.327% Actual: 0.327% (21.9.4.3) OK Min Number of Reinf Curtains: 1 Actual: 2 (14.3.4) OK Min Number of Reinf Curtains: 1 Actual: 2 (21.9.2.2) OK CL - 43 Section Cut Design Summary RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:36:29 Design Code: ACI 318-11 Section Cut ID:SC41V:4 (Vertical) Story:L2 - Residential Ag = 1560 in2 Imaj = 13000 in4 Imin = 3163680 in4 Wall Design Group: 41 Design Status:PASS “Min Maj ELEVATION VIEW SC41V:4 Axial/Flexural Results: Interaction: 0.107 OK Pu = 0.72 kips phiPn = 6.76 kips Mu = 198.6 kip-ft at Beta = 0.0 deg CCW from Major axis Controlling Load Combo: 1.368 D + 0.500 Lp - 1.000 E13 (LC 54) Code Ref: 10.3.7 Shear Results: Segment SC41V:4: Length = 13.00 ft Thick = 10.00 in f'c = 4000 psi fy = 60 ksi Vert Bar Pat: #4@12" oc Horiz Bar Pat: #4@12" oc Vu = 120.4 kip phiVn = 302.2 kip OK Controlling Load Combo: 1.368 D + 0.500 Lp - 1.000 E6 (LC 47) Code Ref: 14.2.3 & 11.9.5 Reinforcement Checks: Min Horiz Reinf Ratio: Limit: 0.250% Actual: 0.352% (11.9.9.2)OK Segment SC41V:4: Max Horiz Bar Spacing Limit: 18.00 in Actual: 12.00 in (11.9.9.3) OK Min Horiz Bar Spacing Limit: 1.00 in Actual: 11.50 in (7.6.1) OK Min Number of Reinf Curtains: 1 Actual: 2 (14.3.4) OK Min Number of Reinf Curtains: 1 Actual: 2 (21.9.2.2) OK CL - 44 Section Cut Design Summary RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:37:34 Design Code: ACI 318-11 Section Cut ID:SC21H:1 (Horizontal) Story:L2 - Residential Ag = 2340 in2 Imaj = 10677420 in4 Imin = 19500 in4 Major Axis Orientation: 315.00 degrees (CCW from global X-axis) Wall Design Group: 21 Design Status:PASS “Min Maj PLAN VIEW SC21H:1 Axial/Flexural Results: Interaction: 0.112 OK Pu = 359.43 kips phiPn = 3214.29 kips Mu = 1456.4 kip-ft at Beta = 0.0 deg CCW from Major axis Controlling Load Combo: 1.368 D + 0.500 Lp + 1.000 E35 (LC 40) Code Ref: 10.3.7 Shear Results: Segment SC21H:1: Length = 19.50 ft Thick = 10.00 in f'c = 4000 psi fy = 60 ksi Vert Bar Pat: #4@12" oc Horiz Bar Pat: #4@12" oc Vu = 126.0 kip phiVn = 453.3 kip OK Controlling Load Combo: 1.368 D + 1.000 E34 (LC 111) Code Ref: 14.2.3 & 11.9.5 Reinforcement Checks: Min Vert Reinf Ratio: Limit: 0.250% Actual: 0.352% (11.9.9.4)OK Segment SC21H:1: Max Vert Bar Spacing Limit: 18.00 in Actual: 12.00 in (11.9.9.5) OK Min Vert Bar Spacing Limit: 1.00 in Actual: 11.50 in (7.6.1) OK Min Longit Reinf Ratio Limit: 0.327% Actual: 0.327% (21.9.4.3) OK Min Number of Reinf Curtains: 1 Actual: 2 (14.3.4) OK Min Number of Reinf Curtains: 1 Actual: 2 (21.9.2.2) OK CL - 45 Section Cut Design Summary RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:37:34 Design Code: ACI 318-11 Section Cut ID:SC21V:4 (Vertical) Story:L2 - Residential Ag = 1560 in2 Imaj = 13000 in4 Imin = 3163680 in4 Wall Design Group: 21 Design Status:PASS “Min Maj ELEVATION VIEW SC21V:4 Axial/Flexural Results: Interaction: 0.050 OK Pu = 17.18 kips phiPn = 342.38 kips Mu = 184.1 kip-ft at Beta = 0.0 deg CCW from Major axis Controlling Load Combo: 0.732 D - 1.000 E34 (LC 219) Code Ref: 10.3.7 Shear Results: Segment SC21V:4: Length = 13.00 ft Thick = 10.00 in f'c = 4000 psi fy = 60 ksi Vert Bar Pat: #4@12" oc Horiz Bar Pat: #4@12" oc Vu = 108.4 kip phiVn = 302.2 kip OK Controlling Load Combo: 1.368 D + 0.500 Lp - 1.000 E34 (LC 75) Code Ref: 14.2.3 & 11.9.5 Reinforcement Checks: Min Horiz Reinf Ratio: Limit: 0.250% Actual: 0.352% (11.9.9.2)OK Segment SC21V:4: Max Horiz Bar Spacing Limit: 18.00 in Actual: 12.00 in (11.9.9.3) OK Min Horiz Bar Spacing Limit: 1.00 in Actual: 11.50 in (7.6.1) OK Min Number of Reinf Curtains: 1 Actual: 2 (14.3.4) OK Min Number of Reinf Curtains: 1 Actual: 2 (21.9.2.2) OK CL - 46 Section Cut Design Summary RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:38:23 Design Code: ACI 318-11 Section Cut ID:SC34H:1 (Horizontal) Story:L2 - Residential Ag = 2000 in2 Imaj = 6666706 in4 Imin = 16667 in4 Major Axis Orientation: 90.00 degrees (CCW from global X-axis) Wall Design Group: 34 Design Status:PASS “Min Maj PLAN VIEW SC34H:1 Axial/Flexural Results: Interaction: 0.296 OK Pu = 93.90 kips phiPn = 317.41 kips Mu = 1541.8 kip-ft at Beta = 0.0 deg CCW from Major axis Controlling Load Combo: 0.732 D + 1.000 E28 (LC 177) Code Ref: 10.3.7 Shear Results: Segment SC34H:1: Length = 16.67 ft Thick = 10.00 in f'c = 4000 psi fy = 60 ksi Vert Bar Pat: #4@12" oc Horiz Bar Pat: #4@12" oc Vu = 131.8 kip phiVn = 387.4 kip OK Controlling Load Combo: 1.368 D + 0.500 Lp + 1.000 E25 (LC 30) Code Ref: 14.2.3 & 11.9.5 Reinforcement Checks: Min Vert Reinf Ratio: Limit: 0.250% Actual: 0.353% (11.9.9.4)OK Segment SC34H:1: Max Vert Bar Spacing Limit: 18.00 in Actual: 12.00 in (11.9.9.5) OK Min Vert Bar Spacing Limit: 1.00 in Actual: 11.50 in (7.6.1) OK Min Longit Reinf Ratio Limit: 0.327% Actual: 0.327% (21.9.4.3) OK Min Number of Reinf Curtains: 1 Actual: 2 (14.3.4) OK Min Number of Reinf Curtains: 1 Actual: 2 (21.9.2.2) OK CL - 47 Section Cut Design Summary RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:38:23 Design Code: ACI 318-11 Section Cut ID:SC34V:3 (Vertical) Story:L2 - Residential Ag = 1560 in2 Imaj = 13000 in4 Imin = 3163680 in4 Wall Design Group: 34 Design Status:PASS “Min Maj ELEVATION VIEW SC34V:3 Axial/Flexural Results: Interaction: 0.060 OK Pu = 14.44 kips phiPn = 238.78 kips Mu = 189.1 kip-ft at Beta = 0.0 deg CCW from Major axis Controlling Load Combo: 0.732 D + 1.000 E25 (LC 174) Code Ref: 10.3.7 Shear Results: Segment SC34V:3: Length = 13.00 ft Thick = 10.00 in f'c = 4000 psi fy = 60 ksi Vert Bar Pat: #4@12" oc Horiz Bar Pat: #4@12" oc Vu = 113.6 kip phiVn = 302.2 kip OK Controlling Load Combo: 1.368 D + 0.500 Lp + 1.000 E25 (LC 30) Code Ref: 14.2.3 & 11.9.5 Reinforcement Checks: Min Horiz Reinf Ratio: Limit: 0.250% Actual: 0.352% (11.9.9.2)OK Segment SC34V:3: Max Horiz Bar Spacing Limit: 18.00 in Actual: 12.00 in (11.9.9.3) OK Min Horiz Bar Spacing Limit: 1.00 in Actual: 11.50 in (7.6.1) OK Min Number of Reinf Curtains: 1 Actual: 2 (14.3.4) OK Min Number of Reinf Curtains: 1 Actual: 2 (21.9.2.2) OK CL - 48 Section Cut Design Summary RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:39:00 Design Code: ACI 318-11 Section Cut ID:SC39H:1 (Horizontal) Story:L2 - Residential Ag = 679 in2 Imaj = 408170 in4 Imin = 3623 in4 Major Axis Orientation: 315.00 degrees (CCW from global X-axis) Wall Design Group: 39 Design Status:PASS “Min Maj PLAN VIEW SC39H:1 Axial/Flexural Results: Interaction: 0.667 OK Pu = -69.75 kips phiPn = -104.50 kips Mu = 64.7 kip-ft at Beta = -0.0 deg CCW from Major axis Controlling Load Combo: 0.732 D + 1.000 E17 (LC 166) Code Ref: 10.3.7 Shear Results: Segment SC39H:1: Length = 7.08 ft Thick = 8.00 in f'c = 4000 psi fy = 60 ksi Vert Bar Pat: #5@12" oc Horiz Bar Pat: #5@12" oc Vu = 69.3 kip phiVn = 129.7 kip OK Controlling Load Combo: 1.368 D + 0.500 Lp + 1.000 E7 (LC 12) Code Ref: 14.2.3 & 11.9.5 Reinforcement Checks: Min Vert Reinf Ratio: Limit: 0.250% Actual: 0.361% (11.9.9.4)OK Segment SC39H:1: Max Vert Bar Spacing Limit: 18.00 in Actual: 12.00 in (11.9.9.5) OK Min Vert Bar Spacing Limit: 1.00 in Actual: 11.38 in (7.6.1) OK Min Longit Reinf Ratio Limit: 0.320% Actual: 0.320% (21.9.4.3) OK Min Number of Reinf Curtains: 1 Actual: 1 (14.3.4) OK Min Number of Reinf Curtains: 1 Actual: 1 (21.9.2.2) OK CL - 49 Section Cut Design Summary RAM Concrete Shearwall 15.01.00.000 Database: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:39:00 Design Code: ACI 318-11 Section Cut ID:SC39V:4 (Vertical) Story:L2 - Residential Ag = 1248 in2 Imaj = 6656 in4 Imin = 2530944 in4 Wall Design Group: 39 Design Status:PASS “Min Maj ELEVATION VIEW SC39V:4 Axial/Flexural Results: Interaction: 0.101 OK Pu = 3.53 kips phiPn = 35.11 kips Mu = 163.8 kip-ft at Beta = 0.0 deg CCW from Major axis Controlling Load Combo: 1.368 D + 0.500 Lp - 1.000 E18 (LC 59) Code Ref: 10.3.7 Shear Results: Segment SC39V:4: Length = 13.00 ft Thick = 8.00 in f'c = 4000 psi fy = 60 ksi Vert Bar Pat: #5@12" oc Horiz Bar Pat: #5@12" oc Vu = 140.3 kip phiVn = 238.3 kip OK Controlling Load Combo: 1.368 D + 0.500 Lp - 1.000 E6 (LC 47) Code Ref: 14.2.3 & 11.9.5 Reinforcement Checks: Min Horiz Reinf Ratio: Limit: 0.250% Actual: 0.344% (11.9.9.2)OK Segment SC39V:4: Max Horiz Bar Spacing Limit: 16.98 in Actual: 12.00 in (11.9.9.3) OK Min Horiz Bar Spacing Limit: 1.00 in Actual: 11.38 in (7.6.1) OK Min Number of Reinf Curtains: 1 Actual: 1 (14.3.4) OK Min Number of Reinf Curtains: 1 Actual: 1 (21.9.2.2) OK CL - 50 Story Displacements RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Building Code: IBC CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: Yes Scale Factor: 1.00 Ground Level: L1 - Parking/Retail Mesh Criteria : Max. Distance Between Nodes on Mesh Line (ft) : 4.00 Merge Node Tolerance (in) : 0.0100 Geometry Tolerance (in) : 0.0050 Walls Out-of-plane Stiffness Not Included in Analysis. Sign considered for Dynamic Load Case Results. Rigid Links Included at Fixed Beam-to-Wall Locations Eigenvalue Analysis : Eigen Vectors (Subspace Iteration) LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER Sp PosRoofLiveLoad RAMUSER E1 Seismic Loads EQ_ASCE710_X_+E_F E2 Seismic Loads EQ_ASCE710_X_-E_F E3 Seismic Loads EQ_ASCE710_Y_+E_F E4 Seismic Loads EQ_ASCE710_Y_-E_F E5 Seismic Loads EQ_ASCE710_X_+E_0.3Y_+E_F E6 Seismic Loads EQ_ASCE710_X_+E_-0.3Y_+E_F E7 Seismic Loads EQ_ASCE710_-X_+E_0.3Y_+E_F E8 Seismic Loads EQ_ASCE710_-X_+E_-0.3Y_+E_F E9 Seismic Loads EQ_ASCE710_0.3X_+E_Y_+E_F E10 Seismic Loads EQ_ASCE710_0.3X_+E_-Y_+E_F E11 Seismic Loads EQ_ASCE710_-0.3X_+E_Y_+E_F E12 Seismic Loads EQ_ASCE710_-0.3X_+E_-Y_+E_F E13 Seismic Loads EQ_ASCE710_X_+E_0.3Y_-E_F E14 Seismic Loads EQ_ASCE710_X_+E_-0.3Y_-E_F E15 Seismic Loads EQ_ASCE710_-X_+E_0.3Y_-E_F E16 Seismic Loads EQ_ASCE710_-X_+E_-0.3Y_-E_F E17 Seismic Loads EQ_ASCE710_0.3X_+E_Y_-E_F E18 Seismic Loads EQ_ASCE710_0.3X_+E_-Y_-E_F E19 Seismic Loads EQ_ASCE710_-0.3X_+E_Y_-E_F E20 Seismic Loads EQ_ASCE710_-0.3X_+E_-Y_-E_F E21 Seismic Loads EQ_ASCE710_X_-E_0.3Y_+E_F E22 Seismic Loads EQ_ASCE710_X_-E_-0.3Y_+E_F E23 Seismic Loads EQ_ASCE710_-X_-E_0.3Y_+E_F E24 Seismic Loads EQ_ASCE710_-X_-E_-0.3Y_+E_F E25 Seismic Loads EQ_ASCE710_0.3X_-E_Y_+E_F E26 Seismic Loads EQ_ASCE710_0.3X_-E_-Y_+E_F E27 Seismic Loads EQ_ASCE710_-0.3X_-E_Y_+E_F E28 Seismic Loads EQ_ASCE710_-0.3X_-E_-Y_+E_F CL - 51 Story Displacements RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Building Code: IBC E29 Seismic Loads EQ_ASCE710_X_-E_0.3Y_-E_F E30 Seismic Loads EQ_ASCE710_X_-E_-0.3Y_-E_F E31 Seismic Loads EQ_ASCE710_-X_-E_0.3Y_-E_F E32 Seismic Loads EQ_ASCE710_-X_-E_-0.3Y_-E_F E33 Seismic Loads EQ_ASCE710_0.3X_-E_Y_-E_F E34 Seismic Loads EQ_ASCE710_0.3X_-E_-Y_-E_F E35 Seismic Loads EQ_ASCE710_-0.3X_-E_Y_-E_F E36 Seismic Loads EQ_ASCE710_-0.3X_-E_-Y_-E_F Story Displacements for Semirigid Diaphragms: Average displacements of nodes located on the semirigid diaphragms are reported. Level: L2 - Residential, Diaph: 1 Center of Mass (ft): (105.05, 76.49) LdC Disp X Disp Y Theta Z in in rad D -0.00364 -0.00282 0.00000 Lp -0.00121 -0.00070 0.00000 Sp 0.00000 0.00000 0.00000 E1 0.02003 0.00337 0.00000 E2 0.01542 0.00204 0.00000 E3 0.00230 0.03328 0.00000 E4 0.00403 0.03599 0.00000 E5 0.02072 0.01335 0.00000 E6 0.01934 -0.00662 0.00000 E7 -0.01934 0.00662 0.00000 E8 -0.02072 -0.01335 0.00000 E9 0.00830 0.03429 0.00000 E10 0.00371 -0.03227 0.00000 E11 -0.00371 0.03227 0.00000 E12 -0.00830 -0.03429 0.00000 E13 0.02124 0.01416 0.00000 E14 0.01882 -0.00743 0.00000 E15 -0.01882 0.00743 0.00000 E16 -0.02124 -0.01416 0.00000 E17 0.01004 0.03700 0.00000 E18 0.00198 -0.03498 0.00000 E19 -0.00198 0.03498 0.00000 E20 -0.01004 -0.03700 0.00000 E21 0.01610 0.01202 0.00000 E22 0.01473 -0.00794 0.00000 E23 -0.01473 0.00794 0.00000 E24 -0.01610 -0.01202 0.00000 E25 0.00692 0.03389 0.00000 E26 0.00233 -0.03267 0.00000 E27 -0.00233 0.03267 0.00000 Page 2/4 CL - 52 Story Displacements RAM Frame 15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels 03/16/17 10:09:12 Building Code: IBC E28 -0.00692 -0.03389 0.00000 E29 0.01663 0.01284 0.00000 E30 0.01421 -0.00876 0.00000 E31 -0.01421 0.00876 0.00000 E32 -0.01663 -0.01284 0.00000 E33 0.00866 0.03660 0.00000 E34 0.00059 -0.03537 0.00000 E35 -0.00059 0.03537 0.00000 E36 -0.00866 -0.03660 0.00000 Page 3/4 CL - 53 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 WESTGATE VILLAGE EDMONDS WAY EDMONDS, WA 98020 Quantum Job Number: 16369.01 CONCRETE DESIGN: FOUNDATIONS Da t a B a s e : 1 7 0 3 0 4 _ W e s t g a t e E d m o n d s - C o n c L e v e l s 03 / 1 6 / 2 0 1 7 1 3 : 1 1 : 3 4 Co l u m n L a y o u t f o r F o u n d a t i o n L o a d s CO L U M N NU M B E R , T Y P . F - 1 Foundation Load Summary RAM Manager v15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels Date: 03/16/17 10:09:12 Forces in Gravity Members from RAM Concrete. Gravity Column Loads Col Level Dead Live Roof kip kip kip 16 l2 - residentia l 218.37 77.06 0.00 17 l2 - residentia l 164.77 56.28 -0.00 18 l2 - residentia l 176.63 61.04 0.00 19 l2 - residentia l 173.61 62.24 -0.01 20 l2 - residentia l 156.38 57.16 -0.01 21 l2 - residentia l 49.25 16.87 -0.01 30 l2 - residentia l 44.66 13.67 -0.00 23 l2 - residentia l 139.73 50.59 0.02 22 l2 - residentia l 121.72 44.01 0.01 29 l2 - residentia l 45.84 14.58 0.01 24 l2 - residentia l 160.87 57.17 0.04 43 l2 - residentia l 40.83 12.05 -0.01 26 l2 - residentia l 0.83 -0.66 -0.05 F - 2 Foundation Load Summary RAM Manager v15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels Date: 03/16/17 10:09:12 Col Level Dead Live Roof 25 l2 - residentia l 62.02 18.24 0.26 28 l2 - residentia l 47.50 13.73 0.10 35 l1 - parking/r etail 79.09 17.87 -0.00 13 l1 - parking/r etail 145.73 34.24 0.00 5 l1 - parking/r etail 62.51 18.98 -0.00 4 l1 - parking/r etail 279.27 95.90 -0.00 1 l1 - parking/r etail 154.03 75.57 0.02 7 l1 - parking/r etail 68.25 21.48 0.00 14 l1 - parking/r etail 195.54 47.54 0.00 8 l1 - parking/r etail 85.42 27.96 0.00 36 l1 - parking/r etail 375.27 110.37 0.00 6 l1 - parking/r etail 53.58 13.52 0.00 2 l1 - parking/r etail 196.59 93.26 0.00 11 l1 - parking/r etail 444.66 140.70 -0.00 9 l1 - parking/r etail 84.06 26.65 0.00 Page 2/44 F - 3 Foundation Load Summary RAM Manager v15.01.00.000 DataBase: 170304_Westgate Edmonds - Conc Levels Date: 03/16/17 10:09:12 Col Level Dead Live Roof 15 l1 - parking/r etail 176.82 42.66 0.00 3 l1 - parking/r etail 142.19 66.39 0.02 12 l1 - parking/r etail 484.87 152.71 0.00 10 l1 - parking/r etail 73.06 23.06 -0.00 Gravity Wall Loads Wall Level Dead +Live -Live +Roof -Roof Min Total Max Total 55 L1 - Parking/ Retail P (kip):19.54 10.94 0.00 0.00 0.00 19.54 30.48 M (kip-ft):0.55 0.80 0.00 0.00 0.00 0.55 1.34 56 L1 - Parking/ Retail P (kip):13.56 5.57 0.00 -0.00 0.00 13.56 19.13 M (kip-ft):-1.46 0.02 0.00 0.00 0.00 -1.46 -1.44 61 L1 - Parking/ Retail P (kip):41.88 14.38 0.00 -0.00 0.00 41.88 56.26 M (kip-ft):-20.32 -4.45 0.00 -0.00 0.00 -20.32 -24.77 62 L1 - Parking/ Retail P (kip):3.37 1.96 0.00 -0.00 0.00 3.37 5.34 M (kip-ft):-0.13 -0.09 0.00 0.00 0.00 -0.13 -0.22 Page 3/44 F - 4 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F4.0) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:16AM Project Descr: Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties Soil Design Values 6.0 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing plan dimension :Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth=ksf when maximum length or width is greater than=ft: = Add Ftg Wt for Soil Pressure Yes YesUse ftg wt for stability, moments & shears : when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Footing base depth below soil surface ft =Allowable pressure increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. E d g e D i s t . = 3 " 4'-0" 4' - 0 " Z Z X X 5 - # 5 Bars 3" X-X Section Looking to +Z 5 - # 5 Bars 3" Z-Z Section Looking to +X # Dimensions Width parallel to X-X Axis 4.0 ft Length parallel to Z-Z Axis = 4.0 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 16.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5 Number of Bars = 5.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =5 Number of Bars =5.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 67.0 22.0 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = F - 5 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F4.0) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:16AM Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9593 Soil Bearing 5.756 ksf 6.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.6777 Z Flexure (+X)14.914 k-ft 22.006 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.6777 Z Flexure (-X)14.914 k-ft 22.006 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.6777 X Flexure (+Z)14.914 k-ft 22.006 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.6777 X Flexure (-Z)14.914 k-ft 22.006 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5430 1-way Shear (+X)44.615 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5430 1-way Shear (-X)44.615 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5430 1-way Shear (+Z)44.615 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5430 1-way Shear (-Z)44.615 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.9977 2-way Punching 163.946 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable +Z +Z -X -X RatioLoad Combination... Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension @ k-ft Which Actual As StatusMu Side ?Bot or Top ? Gvrn. As Phi*Mn X-X, +1.40D+1.60H 12.266 +Z Bottom 0.3456 Min Temp %0.3875 22.006 OK X-X, +1.40D+1.60H 12.266 -Z Bottom 0.3456 Min Temp %0.3875 22.006 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 14.914 +Z Bottom 0.3456 Min Temp %0.3875 22.006 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 14.914 -Z Bottom 0.3456 Min Temp %0.3875 22.006 OK X-X, +1.20D+1.60L+0.50S+1.60H 14.914 +Z Bottom 0.3456 Min Temp %0.3875 22.006 OK X-X, +1.20D+1.60L+0.50S+1.60H 14.914 -Z Bottom 0.3456 Min Temp %0.3875 22.006 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 11.889 +Z Bottom 0.3456 Min Temp %0.3875 22.006 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 11.889 -Z Bottom 0.3456 Min Temp %0.3875 22.006 OK X-X, +1.20D+0.50L+1.60S+1.60H 11.889 +Z Bottom 0.3456 Min Temp %0.3875 22.006 OK X-X, +1.20D+0.50L+1.60S+1.60H 11.889 -Z Bottom 0.3456 Min Temp %0.3875 22.006 OK Z-Z, +1.40D+1.60H 12.266 -X Bottom 0.3456 Min Temp %0.3875 22.006 OK Z-Z, +1.40D+1.60H 12.266 +X Bottom 0.3456 Min Temp %0.3875 22.006 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 14.914 -X Bottom 0.3456 Min Temp %0.3875 22.006 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 14.914 +X Bottom 0.3456 Min Temp %0.3875 22.006 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 14.914 -X Bottom 0.3456 Min Temp %0.3875 22.006 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 14.914 +X Bottom 0.3456 Min Temp %0.3875 22.006 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 11.889 -X Bottom 0.3456 Min Temp %0.3875 22.006 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 11.889 +X Bottom 0.3456 Min Temp %0.3875 22.006 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 11.889 -X Bottom 0.3456 Min Temp %0.3875 22.006 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 11.889 +X Bottom 0.3456 Min Temp %0.3875 22.006 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D+1.60H 36.694 36.694 36.694 36.694 36.694 82.158 0.4466psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L+1.60H 44.615 44.615 44.615 44.615 44.615 82.158 0.543psipsipsipsipsipsi OK +1.20D+1.60L+0.50S+1.60H 44.615 44.615 44.615 44.615 44.615 82.158 0.543psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L+1.60H 35.565 35.565 35.565 35.565 35.565 82.158 0.4329psipsipsipsipsipsi OK +1.20D+0.50L+1.60S+1.60H 35.565 35.565 35.565 35.565 35.565 82.158 0.4329psipsipsipsipsipsi OK Vu / Phi*Vn Punching Shear All units k StatusVuPhi*VnLoad Combination... +1.40D+1.60H 134.841 164.317 0.8206 OKpsipsi +1.20D+0.50Lr+1.60L+1.60H 163.946 164.317 0.9977 OKpsipsi +1.20D+1.60L+0.50S+1.60H 163.946 164.317 0.9977 OKpsipsi +1.20D+1.60Lr+0.50L+1.60H 130.693 164.317 0.7954 OKpsipsi +1.20D+0.50L+1.60S+1.60H 130.693 164.317 0.7954 OKpsipsi F - 6 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F4.5) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties Soil Design Values 6.0 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing plan dimension :Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth=ksf when maximum length or width is greater than=ft: = Add Ftg Wt for Soil Pressure No YesUse ftg wt for stability, moments & shears : when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Footing base depth below soil surface ft =Allowable pressure increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. E d g e D i s t . = 3 " 4'-6" 4' - 6 " Z Z X X 6 - # 5 Bars 3" X-X Section Looking to +Z 6 - # 5 Bars 3" Z-Z Section Looking to +X # Dimensions Width parallel to X-X Axis 4.50 ft Length parallel to Z-Z Axis = 4.50 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 18.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5 Number of Bars = 6.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =5 Number of Bars =6.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 85.0 28.0 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = F - 7 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F4.5) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.930 Soil Bearing 5.580 ksf 6.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.6760 Z Flexure (+X)18.350 k-ft 27.146 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.6760 Z Flexure (-X)18.350 k-ft 27.146 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.6760 X Flexure (+Z)18.350 k-ft 27.146 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.6760 X Flexure (-Z)18.350 k-ft 27.146 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.4779 1-way Shear (+X)39.267 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.4779 1-way Shear (-X)39.267 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.4779 1-way Shear (+Z)39.267 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.4779 1-way Shear (-Z)39.267 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.9221 2-way Punching 151.512 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable +Z +Z -X -X RatioLoad Combination... Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension @ k-ft Which Actual As StatusMu Side ?Bot or Top ? Gvrn. As Phi*Mn X-X, +1.40D+1.60H 14.875 +Z Bottom 0.3888 Min Temp %0.4133 27.146 OK X-X, +1.40D+1.60H 14.875 -Z Bottom 0.3888 Min Temp %0.4133 27.146 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 18.350 +Z Bottom 0.3888 Min Temp %0.4133 27.146 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 18.350 -Z Bottom 0.3888 Min Temp %0.4133 27.146 OK X-X, +1.20D+1.60L+0.50S+1.60H 18.350 +Z Bottom 0.3888 Min Temp %0.4133 27.146 OK X-X, +1.20D+1.60L+0.50S+1.60H 18.350 -Z Bottom 0.3888 Min Temp %0.4133 27.146 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 14.50 +Z Bottom 0.3888 Min Temp %0.4133 27.146 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 14.50 -Z Bottom 0.3888 Min Temp %0.4133 27.146 OK X-X, +1.20D+0.50L+1.60S+1.60H 14.50 +Z Bottom 0.3888 Min Temp %0.4133 27.146 OK X-X, +1.20D+0.50L+1.60S+1.60H 14.50 -Z Bottom 0.3888 Min Temp %0.4133 27.146 OK Z-Z, +1.40D+1.60H 14.875 -X Bottom 0.3888 Min Temp %0.4133 27.146 OK Z-Z, +1.40D+1.60H 14.875 +X Bottom 0.3888 Min Temp %0.4133 27.146 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 18.350 -X Bottom 0.3888 Min Temp %0.4133 27.146 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 18.350 +X Bottom 0.3888 Min Temp %0.4133 27.146 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 18.350 -X Bottom 0.3888 Min Temp %0.4133 27.146 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 18.350 +X Bottom 0.3888 Min Temp %0.4133 27.146 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 14.50 -X Bottom 0.3888 Min Temp %0.4133 27.146 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 14.50 +X Bottom 0.3888 Min Temp %0.4133 27.146 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 14.50 -X Bottom 0.3888 Min Temp %0.4133 27.146 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 14.50 +X Bottom 0.3888 Min Temp %0.4133 27.146 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D+1.60H 31.831 31.831 31.831 31.831 31.831 82.158 0.3874psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L+1.60H 39.267 39.267 39.267 39.267 39.267 82.158 0.4779psipsipsipsipsipsi OK +1.20D+1.60L+0.50S+1.60H 39.267 39.267 39.267 39.267 39.267 82.158 0.4779psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L+1.60H 31.029 31.029 31.029 31.029 31.029 82.158 0.3777psipsipsipsipsipsi OK +1.20D+0.50L+1.60S+1.60H 31.029 31.029 31.029 31.029 31.029 82.158 0.3777psipsipsipsipsipsi OK Vu / Phi*Vn Punching Shear All units k StatusVuPhi*VnLoad Combination... +1.40D+1.60H 122.82 164.317 0.7475 OKpsipsi +1.20D+0.50Lr+1.60L+1.60H 151.512 164.317 0.9221 OKpsipsi +1.20D+1.60L+0.50S+1.60H 151.512 164.317 0.9221 OKpsipsi +1.20D+1.60Lr+0.50L+1.60H 119.723 164.317 0.7286 OKpsipsi +1.20D+0.50L+1.60S+1.60H 119.723 164.317 0.7286 OKpsipsi F - 8 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F5.5) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties Soil Design Values 3.0 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing plan dimension :Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth=ksf when maximum length or width is greater than=ft: = Add Ftg Wt for Soil Pressure No YesUse ftg wt for stability, moments & shears : when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Footing base depth below soil surface ft =Allowable pressure increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. E d g e D i s t . = 3 " 5'-6" 5' - 6 " Z Z X X 7 - # 5 Bars 3" X-X Section Looking to +Z 7 - # 5 Bars 3" Z-Z Section Looking to +X # Dimensions Width parallel to X-X Axis 5.50 ft Length parallel to Z-Z Axis = 5.50 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 18.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5 Number of Bars = 7.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =5 Number of Bars =7.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 62.0 19.0 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = F - 9 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F5.5) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.8927 Soil Bearing 2.678 ksf 3.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.5049 Z Flexure (+X)13.10 k-ft 25.945 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5049 Z Flexure (-X)13.10 k-ft 25.945 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5049 X Flexure (+Z)13.10 k-ft 25.945 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5049 X Flexure (-Z)13.10 k-ft 25.945 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.3436 1-way Shear (+X)28.229 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3436 1-way Shear (-X)28.229 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3436 1-way Shear (+Z)28.229 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3436 1-way Shear (-Z)28.229 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.6701 2-way Punching 110.105 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable +Z +Z -X -X RatioLoad Combination... Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension @ k-ft Which Actual As StatusMu Side ?Bot or Top ? Gvrn. As Phi*Mn X-X, +1.40D+1.60H 10.850 +Z Bottom 0.3888 Min Temp %0.3945 25.945 OK X-X, +1.40D+1.60H 10.850 -Z Bottom 0.3888 Min Temp %0.3945 25.945 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 13.10 +Z Bottom 0.3888 Min Temp %0.3945 25.945 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 13.10 -Z Bottom 0.3888 Min Temp %0.3945 25.945 OK X-X, +1.20D+1.60L+0.50S+1.60H 13.10 +Z Bottom 0.3888 Min Temp %0.3945 25.945 OK X-X, +1.20D+1.60L+0.50S+1.60H 13.10 -Z Bottom 0.3888 Min Temp %0.3945 25.945 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 10.488 +Z Bottom 0.3888 Min Temp %0.3945 25.945 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 10.488 -Z Bottom 0.3888 Min Temp %0.3945 25.945 OK X-X, +1.20D+0.50L+1.60S+1.60H 10.488 +Z Bottom 0.3888 Min Temp %0.3945 25.945 OK X-X, +1.20D+0.50L+1.60S+1.60H 10.488 -Z Bottom 0.3888 Min Temp %0.3945 25.945 OK Z-Z, +1.40D+1.60H 10.850 -X Bottom 0.3888 Min Temp %0.3945 25.945 OK Z-Z, +1.40D+1.60H 10.850 +X Bottom 0.3888 Min Temp %0.3945 25.945 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 13.10 -X Bottom 0.3888 Min Temp %0.3945 25.945 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 13.10 +X Bottom 0.3888 Min Temp %0.3945 25.945 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 13.10 -X Bottom 0.3888 Min Temp %0.3945 25.945 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 13.10 +X Bottom 0.3888 Min Temp %0.3945 25.945 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 10.488 -X Bottom 0.3888 Min Temp %0.3945 25.945 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 10.488 +X Bottom 0.3888 Min Temp %0.3945 25.945 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 10.488 -X Bottom 0.3888 Min Temp %0.3945 25.945 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 10.488 +X Bottom 0.3888 Min Temp %0.3945 25.945 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D+1.60H 23.38 23.38 23.38 23.38 23.38 82.158 0.2846psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L+1.60H 28.229 28.229 28.229 28.229 28.229 82.158 0.3436psipsipsipsipsipsi OK +1.20D+1.60L+0.50S+1.60H 28.229 28.229 28.229 28.229 28.229 82.158 0.3436psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L+1.60H 22.599 22.599 22.599 22.599 22.599 82.158 0.2751psipsipsipsipsipsi OK +1.20D+0.50L+1.60S+1.60H 22.599 22.599 22.599 22.599 22.599 82.158 0.2751psipsipsipsipsipsi OK Vu / Phi*Vn Punching Shear All units k StatusVuPhi*VnLoad Combination... +1.40D+1.60H 91.194 164.317 0.555 OKpsipsi +1.20D+0.50Lr+1.60L+1.60H 110.105 164.317 0.6701 OKpsipsi +1.20D+1.60L+0.50S+1.60H 110.105 164.317 0.6701 OKpsipsi +1.20D+1.60Lr+0.50L+1.60H 88.147 164.317 0.5364 OKpsipsi +1.20D+0.50L+1.60S+1.60H 88.147 164.317 0.5364 OKpsipsi F - 10 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F6.5) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties Soil Design Values 6.0 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing plan dimension :Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth=ksf when maximum length or width is greater than=ft: = Add Ftg Wt for Soil Pressure No YesUse ftg wt for stability, moments & shears : when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Footing base depth below soil surface ft =Allowable pressure increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. E d g e D i s t . = 3 " 6'-6" 6' - 6 " Z Z X X 8 - # 6 Bars 3" X-X Section Looking to +Z 8 - # 6 Bars 3" Z-Z Section Looking to +X # Dimensions Width parallel to X-X Axis 6.50 ft Length parallel to Z-Z Axis = 6.50 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 24.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 6 Number of Bars = 8.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =6 Number of Bars =8.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 151.0 75.0 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = F - 11 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F6.5) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.8915 Soil Bearing 5.349 ksf 6.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.7548 Z Flexure (+X)37.650 k-ft 49.882 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.7548 Z Flexure (-X)37.650 k-ft 49.882 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.7548 X Flexure (+Z)37.650 k-ft 49.882 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.7548 X Flexure (-Z)37.650 k-ft 49.882 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5222 1-way Shear (+X)42.906 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5222 1-way Shear (-X)42.906 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5222 1-way Shear (+Z)42.906 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5222 1-way Shear (-Z)42.906 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.9652 2-way Punching 158.606 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable +Z +Z -X -X RatioLoad Combination... Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension @ k-ft Which Actual As StatusMu Side ?Bot or Top ? Gvrn. As Phi*Mn X-X, +1.40D+1.60H 26.425 +Z Bottom 0.5184 Min Temp %0.5415 49.882 OK X-X, +1.40D+1.60H 26.425 -Z Bottom 0.5184 Min Temp %0.5415 49.882 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 37.650 +Z Bottom 0.5414831788709 Min ACI 10.5 0.5415 49.882 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 37.650 -Z Bottom 0.5414831788709 Min ACI 10.5 0.5415 49.882 OK X-X, +1.20D+1.60L+0.50S+1.60H 37.650 +Z Bottom 0.5414831788709 Min ACI 10.5 0.5415 49.882 OK X-X, +1.20D+1.60L+0.50S+1.60H 37.650 -Z Bottom 0.5414831788709 Min ACI 10.5 0.5415 49.882 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 27.338 +Z Bottom 0.5184 Min Temp %0.5415 49.882 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 27.338 -Z Bottom 0.5184 Min Temp %0.5415 49.882 OK X-X, +1.20D+0.50L+1.60S+1.60H 27.338 +Z Bottom 0.5184 Min Temp %0.5415 49.882 OK X-X, +1.20D+0.50L+1.60S+1.60H 27.338 -Z Bottom 0.5184 Min Temp %0.5415 49.882 OK Z-Z, +1.40D+1.60H 26.425 -X Bottom 0.5184 Min Temp %0.5415 49.882 OK Z-Z, +1.40D+1.60H 26.425 +X Bottom 0.5184 Min Temp %0.5415 49.882 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 37.650 -X Bottom 0.5414831788709 Min ACI 10.5 0.5415 49.882 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 37.650 +X Bottom 0.5414831788709 Min ACI 10.5 0.5415 49.882 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 37.650 -X Bottom 0.5414831788709 Min ACI 10.5 0.5415 49.882 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 37.650 +X Bottom 0.5414831788709 Min ACI 10.5 0.5415 49.882 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 27.338 -X Bottom 0.5184 Min Temp %0.5415 49.882 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 27.338 +X Bottom 0.5184 Min Temp %0.5415 49.882 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 27.338 -X Bottom 0.5184 Min Temp %0.5415 49.882 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 27.338 +X Bottom 0.5184 Min Temp %0.5415 49.882 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D+1.60H 30.114 30.114 30.114 30.114 30.114 82.158 0.3665psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L+1.60H 42.906 42.906 42.906 42.906 42.906 82.158 0.5222psipsipsipsipsipsi OK +1.20D+1.60L+0.50S+1.60H 42.906 42.906 42.906 42.906 42.906 82.158 0.5222psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L+1.60H 31.154 31.154 31.154 31.154 31.154 82.158 0.3792psipsipsipsipsipsi OK +1.20D+0.50L+1.60S+1.60H 31.154 31.154 31.154 31.154 31.154 82.158 0.3792psipsipsipsipsipsi OK Vu / Phi*Vn Punching Shear All units k StatusVuPhi*VnLoad Combination... +1.40D+1.60H 111.319 164.317 0.6775 OKpsipsi +1.20D+0.50Lr+1.60L+1.60H 158.606 164.317 0.9652 OKpsipsi +1.20D+1.60L+0.50S+1.60H 158.606 164.317 0.9652 OKpsipsi +1.20D+1.60Lr+0.50L+1.60H 115.163 164.317 0.7009 OKpsipsi +1.20D+0.50L+1.60S+1.60H 115.163 164.317 0.7009 OKpsipsi F - 12 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F7.0) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties Soil Design Values 6.0 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing plan dimension :Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth=ksf when maximum length or width is greater than=ft: = Add Ftg Wt for Soil Pressure No YesUse ftg wt for stability, moments & shears : when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Footing base depth below soil surface ft =Allowable pressure increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. E d g e D i s t . = 3 " 7'-0" 7' - 0 " Z Z X X 8 - # 7 Bars 3" X-X Section Looking to +Z 8 - # 7 Bars 3" Z-Z Section Looking to +X # Dimensions Width parallel to X-X Axis 7.0 ft Length parallel to Z-Z Axis = 7.0 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 26.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 7 Number of Bars = 8.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =7 Number of Bars =8.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 191.0 90.0 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = F - 13 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F7.0) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9558 Soil Bearing 5.735 ksf 6.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.6771 Z Flexure (+X)46.650 k-ft 68.897 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.6771 Z Flexure (-X)46.650 k-ft 68.897 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.6771 X Flexure (+Z)46.650 k-ft 68.897 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.6771 X Flexure (-Z)46.650 k-ft 68.897 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5486 1-way Shear (+X)45.072 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5486 1-way Shear (-X)45.072 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5486 1-way Shear (+Z)45.072 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5486 1-way Shear (-Z)45.072 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.9970 2-way Punching 163.829 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable +Z +Z -X -X RatioLoad Combination... Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension @ k-ft Which Actual As StatusMu Side ?Bot or Top ? Gvrn. As Phi*Mn X-X, +1.40D+1.60H 33.425 +Z Bottom 0.5616 Min Temp %0.6857 68.897 OK X-X, +1.40D+1.60H 33.425 -Z Bottom 0.5616 Min Temp %0.6857 68.897 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 46.650 +Z Bottom 0.6129784129463 Min ACI 10.5 0.6857 68.897 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 46.650 -Z Bottom 0.6129784129463 Min ACI 10.5 0.6857 68.897 OK X-X, +1.20D+1.60L+0.50S+1.60H 46.650 +Z Bottom 0.6129784129463 Min ACI 10.5 0.6857 68.897 OK X-X, +1.20D+1.60L+0.50S+1.60H 46.650 -Z Bottom 0.6129784129463 Min ACI 10.5 0.6857 68.897 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 34.275 +Z Bottom 0.5616 Min Temp %0.6857 68.897 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 34.275 -Z Bottom 0.5616 Min Temp %0.6857 68.897 OK X-X, +1.20D+0.50L+1.60S+1.60H 34.275 +Z Bottom 0.5616 Min Temp %0.6857 68.897 OK X-X, +1.20D+0.50L+1.60S+1.60H 34.275 -Z Bottom 0.5616 Min Temp %0.6857 68.897 OK Z-Z, +1.40D+1.60H 33.425 -X Bottom 0.5616 Min Temp %0.6857 68.897 OK Z-Z, +1.40D+1.60H 33.425 +X Bottom 0.5616 Min Temp %0.6857 68.897 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 46.650 -X Bottom 0.6129784129463 Min ACI 10.5 0.6857 68.897 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 46.650 +X Bottom 0.6129784129463 Min ACI 10.5 0.6857 68.897 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 46.650 -X Bottom 0.6129784129463 Min ACI 10.5 0.6857 68.897 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 46.650 +X Bottom 0.6129784129463 Min ACI 10.5 0.6857 68.897 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 34.275 -X Bottom 0.5616 Min Temp %0.6857 68.897 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 34.275 +X Bottom 0.5616 Min Temp %0.6857 68.897 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 34.275 -X Bottom 0.5616 Min Temp %0.6857 68.897 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 34.275 +X Bottom 0.5616 Min Temp %0.6857 68.897 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D+1.60H 32.295 32.295 32.295 32.295 32.295 82.158 0.3931psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L+1.60H 45.072 45.072 45.072 45.072 45.072 82.158 0.5486psipsipsipsipsipsi OK +1.20D+1.60L+0.50S+1.60H 45.072 45.072 45.072 45.072 45.072 82.158 0.5486psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L+1.60H 33.116 33.116 33.116 33.116 33.116 82.158 0.4031psipsipsipsipsipsi OK +1.20D+0.50L+1.60S+1.60H 33.116 33.116 33.116 33.116 33.116 82.158 0.4031psipsipsipsipsipsi OK Vu / Phi*Vn Punching Shear All units k StatusVuPhi*VnLoad Combination... +1.40D+1.60H 117.384 164.317 0.7144 OKpsipsi +1.20D+0.50Lr+1.60L+1.60H 163.829 164.317 0.997 OKpsipsi +1.20D+1.60L+0.50S+1.60H 163.829 164.317 0.997 OKpsipsi +1.20D+1.60Lr+0.50L+1.60H 120.369 164.317 0.7325 OKpsipsi +1.20D+0.50L+1.60S+1.60H 120.369 164.317 0.7325 OKpsipsi F - 14 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F8.0) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties Soil Design Values 3.0 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing plan dimension :Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth=ksf when maximum length or width is greater than=ft: = Add Ftg Wt for Soil Pressure No YesUse ftg wt for stability, moments & shears : when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Footing base depth below soil surface ft =Allowable pressure increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. E d g e D i s t . = 3 " 8'-0" 8' - 0 " Z Z X X 8 - # 7 Bars 3" X-X Section Looking to +Z 8 - # 7 Bars 3" Z-Z Section Looking to +X # Dimensions Width parallel to X-X Axis 8.0 ft Length parallel to Z-Z Axis = 8.0 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 26.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 7 Number of Bars = 8.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =7 Number of Bars =8.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 140.0 51.0 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = F - 15 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F8.0) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9947 Soil Bearing 2.984 ksf 3.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.5156 Z Flexure (+X)31.20 k-ft 60.512 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5156 Z Flexure (-X)31.20 k-ft 60.512 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5156 X Flexure (+Z)31.20 k-ft 60.512 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5156 X Flexure (-Z)31.20 k-ft 60.512 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.3669 1-way Shear (+X)30.145 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3669 1-way Shear (-X)30.145 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3669 1-way Shear (+Z)30.145 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3669 1-way Shear (-Z)30.145 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.6788 2-way Punching 111.536 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable +Z +Z -X -X RatioLoad Combination... Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension @ k-ft Which Actual As StatusMu Side ?Bot or Top ? Gvrn. As Phi*Mn X-X, +1.40D+1.60H 24.50 +Z Bottom 0.5616 Min Temp %0.60 60.512 OK X-X, +1.40D+1.60H 24.50 -Z Bottom 0.5616 Min Temp %0.60 60.512 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 31.20 +Z Bottom 0.5616 Min Temp %0.60 60.512 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 31.20 -Z Bottom 0.5616 Min Temp %0.60 60.512 OK X-X, +1.20D+1.60L+0.50S+1.60H 31.20 +Z Bottom 0.5616 Min Temp %0.60 60.512 OK X-X, +1.20D+1.60L+0.50S+1.60H 31.20 -Z Bottom 0.5616 Min Temp %0.60 60.512 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 24.188 +Z Bottom 0.5616 Min Temp %0.60 60.512 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 24.188 -Z Bottom 0.5616 Min Temp %0.60 60.512 OK X-X, +1.20D+0.50L+1.60S+1.60H 24.188 +Z Bottom 0.5616 Min Temp %0.60 60.512 OK X-X, +1.20D+0.50L+1.60S+1.60H 24.188 -Z Bottom 0.5616 Min Temp %0.60 60.512 OK Z-Z, +1.40D+1.60H 24.50 -X Bottom 0.5616 Min Temp %0.60 60.512 OK Z-Z, +1.40D+1.60H 24.50 +X Bottom 0.5616 Min Temp %0.60 60.512 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 31.20 -X Bottom 0.5616 Min Temp %0.60 60.512 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 31.20 +X Bottom 0.5616 Min Temp %0.60 60.512 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 31.20 -X Bottom 0.5616 Min Temp %0.60 60.512 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 31.20 +X Bottom 0.5616 Min Temp %0.60 60.512 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 24.188 -X Bottom 0.5616 Min Temp %0.60 60.512 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 24.188 +X Bottom 0.5616 Min Temp %0.60 60.512 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 24.188 -X Bottom 0.5616 Min Temp %0.60 60.512 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 24.188 +X Bottom 0.5616 Min Temp %0.60 60.512 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D+1.60H 23.672 23.672 23.672 23.672 23.672 82.158 0.2881psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L+1.60H 30.145 30.145 30.145 30.145 30.145 82.158 0.3669psipsipsipsipsipsi OK +1.20D+1.60L+0.50S+1.60H 30.145 30.145 30.145 30.145 30.145 82.158 0.3669psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L+1.60H 23.37 23.37 23.37 23.37 23.37 82.158 0.2844psipsipsipsipsipsi OK +1.20D+0.50L+1.60S+1.60H 23.37 23.37 23.37 23.37 23.37 82.158 0.2844psipsipsipsipsipsi OK Vu / Phi*Vn Punching Shear All units k StatusVuPhi*VnLoad Combination... +1.40D+1.60H 87.585 164.317 0.533 OKpsipsi +1.20D+0.50Lr+1.60L+1.60H 111.536 164.317 0.6788 OKpsipsi +1.20D+1.60L+0.50S+1.60H 111.536 164.317 0.6788 OKpsipsi +1.20D+1.60Lr+0.50L+1.60H 86.467 164.317 0.5262 OKpsipsi +1.20D+0.50L+1.60S+1.60H 86.467 164.317 0.5262 OKpsipsi F - 16 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F9.0) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties Soil Design Values 3.0 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing plan dimension :Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth=ksf when maximum length or width is greater than=ft: = Add Ftg Wt for Soil Pressure No YesUse ftg wt for stability, moments & shears : when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Footing base depth below soil surface ft =Allowable pressure increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. E d g e D i s t . = 3 " 9'-0" 9' - 0 " Z Z X X 9 - # 8 Bars 3" X-X Section Looking to +Z 9 - # 8 Bars 3" Z-Z Section Looking to +X # Dimensions Width parallel to X-X Axis 9.0 ft Length parallel to Z-Z Axis = 9.0 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 28.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 8 Number of Bars = 9.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =8 Number of Bars =9.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 177.0 61.0 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = F - 17 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F9.0) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:22AM Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9793 Soil Bearing 2.938 ksf 3.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.4499 Z Flexure (+X)38.750 k-ft 86.122 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.4499 Z Flexure (-X)38.750 k-ft 86.122 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.4499 X Flexure (+Z)38.750 k-ft 86.122 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.4499 X Flexure (-Z)38.750 k-ft 86.122 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.3727 1-way Shear (+X)30.617 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3727 1-way Shear (-X)30.617 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3727 1-way Shear (+Z)30.617 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.3727 1-way Shear (-Z)30.617 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.7136 2-way Punching 117.249 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable +Z +Z -X -X RatioLoad Combination... Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension @ k-ft Which Actual As StatusMu Side ?Bot or Top ? Gvrn. As Phi*Mn X-X, +1.40D+1.60H 30.975 +Z Bottom 0.6048 Min Temp %0.790 86.122 OK X-X, +1.40D+1.60H 30.975 -Z Bottom 0.6048 Min Temp %0.790 86.122 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 38.750 +Z Bottom 0.6048 Min Temp %0.790 86.122 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 38.750 -Z Bottom 0.6048 Min Temp %0.790 86.122 OK X-X, +1.20D+1.60L+0.50S+1.60H 38.750 +Z Bottom 0.6048 Min Temp %0.790 86.122 OK X-X, +1.20D+1.60L+0.50S+1.60H 38.750 -Z Bottom 0.6048 Min Temp %0.790 86.122 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 30.363 +Z Bottom 0.6048 Min Temp %0.790 86.122 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 30.363 -Z Bottom 0.6048 Min Temp %0.790 86.122 OK X-X, +1.20D+0.50L+1.60S+1.60H 30.363 +Z Bottom 0.6048 Min Temp %0.790 86.122 OK X-X, +1.20D+0.50L+1.60S+1.60H 30.363 -Z Bottom 0.6048 Min Temp %0.790 86.122 OK Z-Z, +1.40D+1.60H 30.975 -X Bottom 0.6048 Min Temp %0.790 86.122 OK Z-Z, +1.40D+1.60H 30.975 +X Bottom 0.6048 Min Temp %0.790 86.122 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 38.750 -X Bottom 0.6048 Min Temp %0.790 86.122 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 38.750 +X Bottom 0.6048 Min Temp %0.790 86.122 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 38.750 -X Bottom 0.6048 Min Temp %0.790 86.122 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 38.750 +X Bottom 0.6048 Min Temp %0.790 86.122 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 30.363 -X Bottom 0.6048 Min Temp %0.790 86.122 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 30.363 +X Bottom 0.6048 Min Temp %0.790 86.122 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 30.363 -X Bottom 0.6048 Min Temp %0.790 86.122 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 30.363 +X Bottom 0.6048 Min Temp %0.790 86.122 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D+1.60H 24.474 24.474 24.474 24.474 24.474 82.158 0.2979psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L+1.60H 30.617 30.617 30.617 30.617 30.617 82.158 0.3727psipsipsipsipsipsi OK +1.20D+1.60L+0.50S+1.60H 30.617 30.617 30.617 30.617 30.617 82.158 0.3727psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L+1.60H 23.99 23.99 23.99 23.99 23.99 82.158 0.292psipsipsipsipsipsi OK +1.20D+0.50L+1.60S+1.60H 23.99 23.99 23.99 23.99 23.99 82.158 0.292psipsipsipsipsipsi OK Vu / Phi*Vn Punching Shear All units k StatusVuPhi*VnLoad Combination... +1.40D+1.60H 93.723 164.317 0.5704 OKpsipsi +1.20D+0.50Lr+1.60L+1.60H 117.249 164.317 0.7136 OKpsipsi +1.20D+1.60L+0.50S+1.60H 117.249 164.317 0.7136 OKpsipsi +1.20D+1.60Lr+0.50L+1.60H 91.87 164.317 0.5591 OKpsipsi +1.20D+0.50L+1.60S+1.60H 91.87 164.317 0.5591 OKpsipsi F - 18 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F10.0) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:23AM Project Descr: Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties Soil Design Values 3.0 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing plan dimension :Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth=ksf when maximum length or width is greater than=ft: = Add Ftg Wt for Soil Pressure No YesUse ftg wt for stability, moments & shears : when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Footing base depth below soil surface ft =Allowable pressure increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. E d g e D i s t . = 3 " 10'-0" 10 ' - 0 " Z Z X X 9 - # 8 Bars 3" X-X Section Looking to +Z 9 - # 8 Bars 3" Z-Z Section Looking to +X # Dimensions Width parallel to X-X Axis 10.0 ft Length parallel to Z-Z Axis = 10.0 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 28.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 8 Number of Bars = 9.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =8 Number of Bars =9.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 221.0 78.0 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = F - 19 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F10.0) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:23AM Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9967 Soil Bearing 2.990 ksf 3.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.6270 Z Flexure (+X)48.750 k-ft 77.757 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.6270 Z Flexure (-X)48.750 k-ft 77.757 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.6270 X Flexure (+Z)48.750 k-ft 77.757 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.6270 X Flexure (-Z)48.750 k-ft 77.757 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.4747 1-way Shear (+X)39.0 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.4747 1-way Shear (-X)39.0 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.4747 1-way Shear (+Z)39.0 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.4747 1-way Shear (-Z)39.0 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.9114 2-way Punching 149.760 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable +Z +Z -X -X RatioLoad Combination... Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension @ k-ft Which Actual As StatusMu Side ?Bot or Top ? Gvrn. As Phi*Mn X-X, +1.40D+1.60H 38.675 +Z Bottom 0.6048 Min Temp %0.7110 77.757 OK X-X, +1.40D+1.60H 38.675 -Z Bottom 0.6048 Min Temp %0.7110 77.757 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 48.750 +Z Bottom 0.6048 Min Temp %0.7110 77.757 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 48.750 -Z Bottom 0.6048 Min Temp %0.7110 77.757 OK X-X, +1.20D+1.60L+0.50S+1.60H 48.750 +Z Bottom 0.6048 Min Temp %0.7110 77.757 OK X-X, +1.20D+1.60L+0.50S+1.60H 48.750 -Z Bottom 0.6048 Min Temp %0.7110 77.757 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 38.025 +Z Bottom 0.6048 Min Temp %0.7110 77.757 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 38.025 -Z Bottom 0.6048 Min Temp %0.7110 77.757 OK X-X, +1.20D+0.50L+1.60S+1.60H 38.025 +Z Bottom 0.6048 Min Temp %0.7110 77.757 OK X-X, +1.20D+0.50L+1.60S+1.60H 38.025 -Z Bottom 0.6048 Min Temp %0.7110 77.757 OK Z-Z, +1.40D+1.60H 38.675 -X Bottom 0.6048 Min Temp %0.7110 77.757 OK Z-Z, +1.40D+1.60H 38.675 +X Bottom 0.6048 Min Temp %0.7110 77.757 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 48.750 -X Bottom 0.6048 Min Temp %0.7110 77.757 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 48.750 +X Bottom 0.6048 Min Temp %0.7110 77.757 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 48.750 -X Bottom 0.6048 Min Temp %0.7110 77.757 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 48.750 +X Bottom 0.6048 Min Temp %0.7110 77.757 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 38.025 -X Bottom 0.6048 Min Temp %0.7110 77.757 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 38.025 +X Bottom 0.6048 Min Temp %0.7110 77.757 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 38.025 -X Bottom 0.6048 Min Temp %0.7110 77.757 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 38.025 +X Bottom 0.6048 Min Temp %0.7110 77.757 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D+1.60H 30.94 30.94 30.94 30.94 30.94 82.158 0.3766psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L+1.60H 39 39 39 39 39 82.158 0.4747psipsipsipsipsipsi OK +1.20D+1.60L+0.50S+1.60H 39 39 39 39 39 82.158 0.4747psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L+1.60H 30.42 30.42 30.42 30.42 30.42 82.158 0.3703psipsipsipsipsipsi OK +1.20D+0.50L+1.60S+1.60H 30.42 30.42 30.42 30.42 30.42 82.158 0.3703psipsipsipsipsipsi OK Vu / Phi*Vn Punching Shear All units k StatusVuPhi*VnLoad Combination... +1.40D+1.60H 118.81 164.317 0.7231 OKpsipsi +1.20D+0.50Lr+1.60L+1.60H 149.76 164.317 0.9114 OKpsipsi +1.20D+1.60L+0.50S+1.60H 149.76 164.317 0.9114 OKpsipsi +1.20D+1.60Lr+0.50L+1.60H 116.813 164.317 0.7109 OKpsipsi +1.20D+0.50L+1.60S+1.60H 116.813 164.317 0.7109 OKpsipsi F - 20 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F10.5) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:23AM Project Descr: Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties Soil Design Values 6.0 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing plan dimension :Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth=ksf when maximum length or width is greater than=ft: = Add Ftg Wt for Soil Pressure No YesUse ftg wt for stability, moments & shears : when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Footing base depth below soil surface ft =Allowable pressure increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. E d g e D i s t . = 3 " 10'-6" 10 ' - 6 " Z Z X X 11 - # 8 Bars 3" X-X Section Looking to +Z 11 - # 8 Bars 3" Z-Z Section Looking to +X # Dimensions Width parallel to X-X Axis 10.50 ft Length parallel to Z-Z Axis = 10.50 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 36.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 8 Number of Bars = 11.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =8 Number of Bars =11.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 476.0 124.0 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = F - 21 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F10.5) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:23AM Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9070 Soil Bearing 5.442 ksf 6.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.8025 Z Flexure (+X)96.20 k-ft 119.880 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.8025 Z Flexure (-X)96.20 k-ft 119.880 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.8025 X Flexure (+Z)96.20 k-ft 119.880 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.8025 X Flexure (-Z)96.20 k-ft 119.880 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5257 1-way Shear (+X)43.187 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5257 1-way Shear (-X)43.187 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5257 1-way Shear (+Z)43.187 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.5257 1-way Shear (-Z)43.187 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.9988 2-way Punching 164.112 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable +Z +Z -X -X RatioLoad Combination... Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension @ k-ft Which Actual As StatusMu Side ?Bot or Top ? Gvrn. As Phi*Mn X-X, +1.40D+1.60H 83.30 +Z Bottom 0.7776 Min Temp %0.8276 119.880 OK X-X, +1.40D+1.60H 83.30 -Z Bottom 0.7776 Min Temp %0.8276 119.880 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 96.20 +Z Bottom 0.7776 Min Temp %0.8276 119.880 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 96.20 -Z Bottom 0.7776 Min Temp %0.8276 119.880 OK X-X, +1.20D+1.60L+0.50S+1.60H 96.20 +Z Bottom 0.7776 Min Temp %0.8276 119.880 OK X-X, +1.20D+1.60L+0.50S+1.60H 96.20 -Z Bottom 0.7776 Min Temp %0.8276 119.880 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 79.150 +Z Bottom 0.7776 Min Temp %0.8276 119.880 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 79.150 -Z Bottom 0.7776 Min Temp %0.8276 119.880 OK X-X, +1.20D+0.50L+1.60S+1.60H 79.150 +Z Bottom 0.7776 Min Temp %0.8276 119.880 OK X-X, +1.20D+0.50L+1.60S+1.60H 79.150 -Z Bottom 0.7776 Min Temp %0.8276 119.880 OK Z-Z, +1.40D+1.60H 83.30 -X Bottom 0.7776 Min Temp %0.8276 119.880 OK Z-Z, +1.40D+1.60H 83.30 +X Bottom 0.7776 Min Temp %0.8276 119.880 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 96.20 -X Bottom 0.7776 Min Temp %0.8276 119.880 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 96.20 +X Bottom 0.7776 Min Temp %0.8276 119.880 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 96.20 -X Bottom 0.7776 Min Temp %0.8276 119.880 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 96.20 +X Bottom 0.7776 Min Temp %0.8276 119.880 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 79.150 -X Bottom 0.7776 Min Temp %0.8276 119.880 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 79.150 +X Bottom 0.7776 Min Temp %0.8276 119.880 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 79.150 -X Bottom 0.7776 Min Temp %0.8276 119.880 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 79.150 +X Bottom 0.7776 Min Temp %0.8276 119.880 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D+1.60H 37.396 37.396 37.396 37.396 37.396 82.158 0.4552psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L+1.60H 43.187 43.187 43.187 43.187 43.187 82.158 0.5257psipsipsipsipsipsi OK +1.20D+1.60L+0.50S+1.60H 43.187 43.187 43.187 43.187 43.187 82.158 0.5257psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L+1.60H 35.533 35.533 35.533 35.533 35.533 82.158 0.4325psipsipsipsipsipsi OK +1.20D+0.50L+1.60S+1.60H 35.533 35.533 35.533 35.533 35.533 82.158 0.4325psipsipsipsipsipsi OK Vu / Phi*Vn Punching Shear All units k StatusVuPhi*VnLoad Combination... +1.40D+1.60H 142.106 164.317 0.8648 OKpsipsi +1.20D+0.50Lr+1.60L+1.60H 164.112 164.317 0.9988 OKpsipsi +1.20D+1.60L+0.50S+1.60H 164.112 164.317 0.9988 OKpsipsi +1.20D+1.60Lr+0.50L+1.60H 135.026 164.317 0.8217 OKpsipsi +1.20D+0.50L+1.60S+1.60H 135.026 164.317 0.8217 OKpsipsi F - 22 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F5x6) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:23AM Project Descr: Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties Soil Design Values 6.0 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing plan dimension :Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth=ksf when maximum length or width is greater than=ft: = Add Ftg Wt for Soil Pressure No YesUse ftg wt for stability, moments & shears : when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Footing base depth below soil surface ft =Allowable pressure increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. E d g e D i s t . = 3 " 5'-0" 6' - 0 " Z Z X X 7 - # 6 Bars 3" X-X Section Looking to +Z 6 - # 6 Bars 3" Z-Z Section Looking to +X # Dimensions Width parallel to X-X Axis 5.0 ft Length parallel to Z-Z Axis = 6.0 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 21.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 6 Number of Bars = 7.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =6 Number of Bars =6.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer SeparationBars along X-X Axis # Bars required within zone 90.9 % # Bars required on each side of zone 9.1 % Applied Loads 138.0 35.0 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = F - 23 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F5x6) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:23AM Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9612 Soil Bearing 5.767 ksf 6.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.5711 Z Flexure (+X)23.083 k-ft 40.417 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.5711 Z Flexure (-X)23.083 k-ft 40.417 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.8002 X Flexure (+Z)33.240 k-ft 41.538 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.8002 X Flexure (-Z)33.240 k-ft 41.538 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.4162 1-way Shear (+X)34.198 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.4162 1-way Shear (-X)34.198 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.6244 1-way Shear (+Z)51.296 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.6244 1-way Shear (-Z)51.296 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.9678 2-way Punching 159.019 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable +Z +Z -X -X RatioLoad Combination... Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension @ k-ft Which Actual As StatusMu Side ?Bot or Top ? Gvrn. As Phi*Mn X-X, +1.40D+1.60H 28.980 +Z Bottom 0.4536 Min Temp %0.5280 41.538 OK X-X, +1.40D+1.60H 28.980 -Z Bottom 0.4536 Min Temp %0.5280 41.538 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 33.240 +Z Bottom 0.4536 Min Temp %0.5280 41.538 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 33.240 -Z Bottom 0.4536 Min Temp %0.5280 41.538 OK X-X, +1.20D+1.60L+0.50S+1.60H 33.240 +Z Bottom 0.4536 Min Temp %0.5280 41.538 OK X-X, +1.20D+1.60L+0.50S+1.60H 33.240 -Z Bottom 0.4536 Min Temp %0.5280 41.538 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 27.465 +Z Bottom 0.4536 Min Temp %0.5280 41.538 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 27.465 -Z Bottom 0.4536 Min Temp %0.5280 41.538 OK X-X, +1.20D+0.50L+1.60S+1.60H 27.465 +Z Bottom 0.4536 Min Temp %0.5280 41.538 OK X-X, +1.20D+0.50L+1.60S+1.60H 27.465 -Z Bottom 0.4536 Min Temp %0.5280 41.538 OK Z-Z, +1.40D+1.60H 20.125 -X Bottom 0.4536 Min Temp %0.5133 40.417 OK Z-Z, +1.40D+1.60H 20.125 +X Bottom 0.4536 Min Temp %0.5133 40.417 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 23.083 -X Bottom 0.4536 Min Temp %0.5133 40.417 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 23.083 +X Bottom 0.4536 Min Temp %0.5133 40.417 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 23.083 -X Bottom 0.4536 Min Temp %0.5133 40.417 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 23.083 +X Bottom 0.4536 Min Temp %0.5133 40.417 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 19.073 -X Bottom 0.4536 Min Temp %0.5133 40.417 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 19.073 +X Bottom 0.4536 Min Temp %0.5133 40.417 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 19.073 -X Bottom 0.4536 Min Temp %0.5133 40.417 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 19.073 +X Bottom 0.4536 Min Temp %0.5133 40.417 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D+1.60H 29.815 29.815 44.722 44.722 44.722 82.158 0.5443psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L+1.60H 34.198 34.198 51.296 51.296 51.296 82.158 0.6244psipsipsipsipsipsi OK +1.20D+1.60L+0.50S+1.60H 34.198 34.198 51.296 51.296 51.296 82.158 0.6244psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L+1.60H 28.256 28.256 42.384 42.384 42.384 82.158 0.5159psipsipsipsipsipsi OK +1.20D+0.50L+1.60S+1.60H 28.256 28.256 42.384 42.384 42.384 82.158 0.5159psipsipsipsipsipsi OK Vu / Phi*Vn Punching Shear All units k StatusVuPhi*VnLoad Combination... +1.40D+1.60H 138.639 164.317 0.8437 OKpsipsi +1.20D+0.50Lr+1.60L+1.60H 159.019 164.317 0.9678 OKpsipsi +1.20D+1.60L+0.50S+1.60H 159.019 164.317 0.9678 OKpsipsi +1.20D+1.60Lr+0.50L+1.60H 131.391 164.317 0.7996 OKpsipsi +1.20D+0.50L+1.60S+1.60H 131.391 164.317 0.7996 OKpsipsi F - 24 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F5x8) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:23AM Project Descr: Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties Soil Design Values 6.0 Analysis Settings 250.0ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30 Flexure =0.90 Shear = ValuesM 0.00180 1.50 Soil Passive Resistance (for Sliding) 1.0 1.0 = Increases based on footing plan dimension :Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth=ksf when maximum length or width is greater than=ft: = Add Ftg Wt for Soil Pressure No YesUse ftg wt for stability, moments & shears : when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus Min. Sliding Safety Factor = = : 1 Footing base depth below soil surface ft =Allowable pressure increase per foot of depth ksf = = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. E d g e D i s t . = 3 " 5'-0" 8' - 0 " Z Z X X 7 - # 7 Bars 3" X-X Section Looking to +Z 6 - # 7 Bars 3" Z-Z Section Looking to +X # Dimensions Width parallel to X-X Axis 5.0 ft Length parallel to Z-Z Axis = 8.0 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 24.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 7 Number of Bars = 7.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =7 Number of Bars =6.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer SeparationBars along X-X Axis # Bars required within zone 76.9 % # Bars required on each side of zone 23.1 % Applied Loads 189.0 50.0 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = F - 25 General Footing ENERCALC, INC. 1983-2014, Build:6.14.1.26, Ver:6.14.1.26 Licensee : QUANTUM CONSULTING ENGINEERSLic. # : KW-06005835 File = M:\Studio Meng Strazzara\Westgate Edmonds Mixed Use Building A\Calculations\Conc Design\foundations.ec6 Description :Conc. Spread Footing (F5x8) Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer:Project ID: Printed: 16 MAR 2017, 11:23AM Project Descr: DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9958 Soil Bearing 5.975 ksf 6.0 ksf +D+L+H about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.4953 Z Flexure (+X)23.969 k-ft 48.397 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.4953 Z Flexure (-X)23.969 k-ft 48.397 k-ft +1.20D+1.60L+0.50S+1.60H PASS 0.9332 X Flexure (+Z)61.360 k-ft 65.753 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.9332 X Flexure (-Z)61.360 k-ft 65.753 k-ft +1.20D+0.50Lr+1.60L+1.60H PASS 0.2778 1-way Shear (+X)22.827 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.2778 1-way Shear (-X)22.827 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.8397 1-way Shear (+Z)68.989 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.8397 1-way Shear (-Z)68.989 psi 82.158 psi +1.20D+0.50Lr+1.60L+1.60H PASS 0.9679 2-way Punching 159.043 psi 164.317 psi +1.20D+0.50Lr+1.60L+1.60H Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress Actual / Allowable Soil Bearing Gross Allowable +Z +Z -X -X RatioLoad Combination... Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension @ k-ft Which Actual As StatusMu Side ?Bot or Top ? Gvrn. As Phi*Mn X-X, +1.40D+1.60H 52.920 +Z Bottom 0.5754600499085 Min for Bending 0.720 65.753 OK X-X, +1.40D+1.60H 52.920 -Z Bottom 0.5754600499085 Min for Bending 0.720 65.753 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 61.360 +Z Bottom 0.6702871887023 Min for Bending 0.720 65.753 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 61.360 -Z Bottom 0.6702871887023 Min for Bending 0.720 65.753 OK X-X, +1.20D+1.60L+0.50S+1.60H 61.360 +Z Bottom 0.6702871887023 Min for Bending 0.720 65.753 OK X-X, +1.20D+1.60L+0.50S+1.60H 61.360 -Z Bottom 0.6702871887023 Min for Bending 0.720 65.753 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 50.360 +Z Bottom 0.5468722006133 Min for Bending 0.720 65.753 OK X-X, +1.20D+1.60Lr+0.50L+1.60H 50.360 -Z Bottom 0.5468722006133 Min for Bending 0.720 65.753 OK X-X, +1.20D+0.50L+1.60S+1.60H 50.360 +Z Bottom 0.5468722006133 Min for Bending 0.720 65.753 OK X-X, +1.20D+0.50L+1.60S+1.60H 50.360 -Z Bottom 0.5468722006133 Min for Bending 0.720 65.753 OK Z-Z, +1.40D+1.60H 20.672 -X Bottom 0.5184 Min Temp %0.5250 48.397 OK Z-Z, +1.40D+1.60H 20.672 +X Bottom 0.5184 Min Temp %0.5250 48.397 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 23.969 -X Bottom 0.5184 Min Temp %0.5250 48.397 OK Z-Z, +1.20D+0.50Lr+1.60L+1.60H 23.969 +X Bottom 0.5184 Min Temp %0.5250 48.397 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 23.969 -X Bottom 0.5184 Min Temp %0.5250 48.397 OK Z-Z, +1.20D+1.60L+0.50S+1.60H 23.969 +X Bottom 0.5184 Min Temp %0.5250 48.397 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 19.672 -X Bottom 0.5184 Min Temp %0.5250 48.397 OK Z-Z, +1.20D+1.60Lr+0.50L+1.60H 19.672 +X Bottom 0.5184 Min Temp %0.5250 48.397 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 19.672 -X Bottom 0.5184 Min Temp %0.5250 48.397 OK Z-Z, +1.20D+0.50L+1.60S+1.60H 19.672 +X Bottom 0.5184 Min Temp %0.5250 48.397 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D+1.60H 19.688 19.688 59.5 59.5 59.5 82.158 0.7242psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L+1.60H 22.827 22.827 68.989 68.989 68.989 82.158 0.8397psipsipsipsipsipsi OK +1.20D+1.60L+0.50S+1.60H 22.827 22.827 68.989 68.989 68.989 82.158 0.8397psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L+1.60H 18.735 18.735 56.622 56.622 56.622 82.158 0.6892psipsipsipsipsipsi OK +1.20D+0.50L+1.60S+1.60H 18.735 18.735 56.622 56.622 56.622 82.158 0.6892psipsipsipsipsipsi OK Vu / Phi*Vn Punching Shear All units k StatusVuPhi*VnLoad Combination... +1.40D+1.60H 137.167 164.317 0.8348 OKpsipsi +1.20D+0.50Lr+1.60L+1.60H 159.043 164.317 0.9679 OKpsipsi +1.20D+1.60L+0.50S+1.60H 159.043 164.317 0.9679 OKpsipsi +1.20D+1.60Lr+0.50L+1.60H 130.531 164.317 0.7944 OKpsipsi +1.20D+0.50L+1.60S+1.60H 130.531 164.317 0.7944 OKpsipsi F - 26 RetainPro (c) 1987-2016, Build 11.16.07.15 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13License : KW-06057394License To : QUANTUM CONSULTING ENGINEERS Thumbnail 9.00 0.00 0.00 0.00 6,000.0 55.0 350.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft At-rest Heel Pressure =psf/ft9.00 ft= Slope Behind Wall Height of Soil over Toe = in pcf = 120.00=Soil Density = Passive Pressure =psf/ft Allow Soil Bearing =psf Total Wall Height 9.00Top Support Height =ft Soil height to ignore Footing||Soil Friction =0.500 for passive pressure =12.00 in Equivalent Fluid Pressure Method Surcharge Loads Adjacent Footing Load 80.0 Lateral Load =0.0 #/ft 0.0 1,000.0 800.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Uniform Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load =lbs Footing Type Line Load Surcharge Over Toe psf Footing Width =0.00 ft...Height to Top =0.00 ft Eccentricity =0.00 in...Height to Bottom =0.00 ft >>>NOT Used To Resist Sliding & Overturn NOT Used for Sliding & Overturning = Poisson's Ratio =0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity == at Back of WallWind on Exposed Stem =0.0 psf 0.300in Load Type (Strength Level) Seismic (E)= Earth Pressure Seismic Load psf=Added seismic per unit area 37.8Kh=0.050 gSoil Density Multiplier Stem Weight Seismic Load psf=Added seismic per unit area 0.0Fpp/ W =0.000 gWeight Multiplier Sliding CalcsLateral Sliding Force 2,958.7 lbs= Key:No key defined No key defined-or- Toe: Heel: Stem is FIXED to top of footing =1,095.2 lbs 3,485.0 lbsShear Force @ this height Shear.....Actual =12.17 psi 38.72 psi 94.87Shear.....Allowable =psi 94.87 psi Load Factors Building Code IBC 2015,ACI Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 Other Acceptable Sizes & Spacings: Design Summary =Total Bearing Load 4,396 lbs ...resultant ecc.7.56 in Top & Base = ft-# Soil Pressure @ Toe =4,726 psf OK Soil Pressure @ Heel 0 psf OK 10.00 Soil Pressure Less Than Allowable ACI Factored @ Toe =6,015 psf 6,000Allowable psf= = ACI Factored @ Heel =0 psf Footing Shear @ Toe =0.3 psi OK psi OK Allowable =82.2 psi Footing Shear @ Heel =8.2 Concrete Stem Construction @ Top Support Mmax Between Stem OKStem OK Stem OK @ Base of Wall Design Height Above Ftg ft=9.00 ft0.005.17 ft Thickness =in Rebar Size =###5 5 5 Rebar Spacing =12.00 12.00in 12.00in in Rebar Placed at =Edge inlbsReaction at Bottom 2,958.7 Edge Edge lbs=694.4Reaction at Top Design Data= fb/FB + fa/Fa =0.000 0.219 0.534 Mu....Actual =0.0 ft-#ft-#2,525.5 5,417.6 ft-# Mn * Phi.....Allowable =10,143.6 11,538.6ft-#10,143.6ft-# Wall Weight =125.0 psf Rebar Depth 'd'=7.50 in in8.50 7.50 Not req'd: Mu < phi*5*lambda*sqrt(f'c)*SmNone Spec'd Not req'd: Mu < phi*5*lambda*sqrt(f'c)*Sm -or- -or-None Spec'd Fy 60,000 psi= f'c 4,000 psi= Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Typical Basement Wall around Building Perimeter F - 27 RetainPro (c) 1987-2016, Build 11.16.07.15 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13License : KW-06057394License To : QUANTUM CONSULTING ENGINEERS Concrete Stem Rebar Area Details Top Support Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0 in2/ft (4/3) * As :0 in2/ft Min Stem T&S Reinf Area 2.160 in2 200bd/fy : 200(12)(7.5)/60000 :0.3 in2/ft Min Stem T&S Reinf Area per ft of stem Height : 0.240 in2/ft 0.0018bh : 0.0018(12)(10) :0.216 in2/ft Horizontal Reinforcing Options : ============One layer of : Two layers of : Required Area :0.216 in2/ft #4@ 10.00 in #4@ 20.00 in Provided Area :0.31 in2/ft #5@ 15.50 in #5@ 31.00 in Maximum Area :1.6256 in2/ft #6@ 22.00 in #6@ 44.00 in ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ Mmax Between Ends Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0.0686 in2/ft (4/3) * As :0.0915 in2/ft Min Stem T&S Reinf Area 0.920 in2 200bd/fy : 200(12)(8.5)/60000 :0.34 in2/ft Min Stem T&S Reinf Area per ft of stem Height : 0.240 in2/ft 0.0018bh : 0.0018(12)(10) :0.216 in2/ft Horizontal Reinforcing Options : ============One layer of : Two layers of : Required Area :0.216 in2/ft #4@ 10.00 in #4@ 20.00 in Provided Area :0.31 in2/ft #5@ 15.50 in #5@ 31.00 in Maximum Area :1.8424 in2/ft #6@ 22.00 in #6@ 44.00 in ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ Base Support Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0.1676 in2/ft (4/3) * As :0.2235 in2/ft Min Stem T&S Reinf Area 1.240 in2 200bd/fy : 200(12)(7.5)/60000 :0.3 in2/ft Min Stem T&S Reinf Area per ft of stem Height : 0.240 in2/ft 0.0018bh : 0.0018(12)(10) :0.216 in2/ft Horizontal Reinforcing Options : ============One layer of : Two layers of : Required Area :0.2235 in2/ft #4@ 10.00 in #4@ 20.00 in Provided Area :0.31 in2/ft #5@ 15.50 in #5@ 31.00 in Maximum Area :1.6256 in2/ft #6@ 22.00 in #6@ 44.00 in Footing Strengths & Dimensions 0.83 1.67 16.00 0.00 0.00 =Min. As %0.0018 f'c =3,000 psi Toe Width =ft Key Distance from Toe = Heel Width = Key Width =in Footing Thickness = Key Depth = in in 0.00 2.50= ft Cover @ Top =2.00 in @ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete Density Fy =60,000 psi Footing Design Results Toe Heel Factored Pressure =6,015 0 psf Mu' : Upward =1,764 4 ft-# Mu' : Downward =83 582 ft-# Mu: Design =1,681 578 ft-# Actual 1-Way Shear =0.34 8.21 psi psiAllow 1-Way Shear =82.16 82.16 Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 0.86 0.35 #4@ 6.94 in #5@ 10.76 in #6@ 15.28 in in2 in2 /ft If two layers of horizontal bars: #4@ 13.89 in #5@ 21.53 in #6@ 30.56 in F - 28 RetainPro (c) 1987-2016, Build 11.16.07.15 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13License : KW-06057394License To : QUANTUM CONSULTING ENGINEERS Summary of Forces on Footing : Slab RESISTS sliding, stem is FIXED at footing Moment @ Top of Footing Applied from Stem =-3,427.0 ft-# >>> Sliding Forces are restrained by the adjacent slab Load & Moment Summary For Footing : For Soil Pressure Calcs Forces acting on footing for soil pressure Soil Pressure Resulting Moment =2,769.0ft-# Soil Over Heel 1,800.0 lbsSurcharge Over Heel =Axial Dead Load on Stem =ft ft ft-#Soil Over Toe =1.25 1,402.5 ft-# ft-# lbs =ft ft-#Surcharge Over Toe = ft ft-#= Stem Weight 903.6 lbs 2.08 ft ft 1,881.0 1.25 2,244.0 ft-# 1,125.0 lbs =Footing Weight lbs lbs 1.25 625.0 ft-#ft Base Moment = 500.0 lbs 2,725.5 ft-#=Total Vertical Force 4,395.5 lbs Adjacent Footing Load =lbs ft-#ft Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. F - 29 RetainPro (c) 1987-2016, Build 11.16.07.15 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13License : KW-06057394License To : QUANTUM CONSULTING ENGINEERS Rebar Lap & Embedment Lengths Information Stem Design Segment Near Top Support Stem Design Height: 9.00 ft above top of footing Lap Splice length for #5 bar specified in this stem design segment =18.50 in Lap Splice length for #5 bar extending up into this stem design segment from below =18.50 in Development length for #5 bar specified in this stem design segment =14.23 in Development length for #5 bar extending up into this stem design segment from below =14.23 in ________________________________________________________________________________________________________________________ Stem Design Segment at Mmax Between Ends Stem Design Height: 5.17 ft above top of footing Lap Splice length for #5 bar extending down into this stem design segment from above =18.50 in Lap Splice length for #5 bar specified in this stem design segment =18.50 in Lap Splice length for #5 bar extending up into this stem design segment from below =18.50 in Development length for #5 bar extending down into this stem design segment from above =14.23 in Development length for #5 bar specified in this stem design segment =14.23 in Development length for #5 bar extending up into this stem design segment from below =14.23 in ________________________________________________________________________________________________________________________ Stem Design Segment at Base Support Stem Design Height: 0.00 ft above top of footing Lap Splice length for #5 bar extending down into this stem design segment from above =18.50 in Lap Splice length for #5 bar specified in this stem design segment =18.50 in Development length for #5 bar extending down into this stem design segment from above =14.23 in Development length for #5 bar specified in this stem design segment =14.23 in Hooked embedment length into footing for #5 bar specified in this stem design segment =9.59 in As Provided =0.3100 in2/ft As Required =0.2235 in2/ft F - 30 RetainPro (c) 1987-2016, Build 11.16.07.15 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13License : KW-06057394License To : QUANTUM CONSULTING ENGINEERS F - 31 RetainPro (c) 1987-2016, Build 11.16.07.15 Restrained Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13License : KW-06057394License To : QUANTUM CONSULTING ENGINEERS F - 32