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REVIEWED BLD RESUB1 BLD2024-0793+Structural_Analysis_or_Calculations+7.15.2024_11.48.38_AM+4377579RESU B BLD2024-0793 ............................................ Jul 15 2024 REVIEWED CITY OF EDMONDS BY DEVELOPMENT SERVICES DEPARTMENT CITY OF EDMONDS BUILDING DEPARTMENT ............................................... 6k- j QUANTUM CONSULTING ENGINEERS STRUCTURAL CALCULATIONS (Permit Revision Submittal) LAKE BALLINGER RESIDENCE 23911 74T" AVE W EDMONDS, WA 98026 Quantum Job Number: 19219.02 June 12, 2024 Prepared for: GROUP ARCHITECTS 1735 Westlake Avenue North, Suite 200 Seattle, Washington 98109 Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 ,V CIA, 36098 CIA,, `'ORAL zj ONAL Page 2 of 40 6w i QUANTUM LAKE BALLINGER RESIDENCE 23911 74T" AVE W, EDMONDS, WA 98026 Quantum Job Number: 19219.02 INDEX DESIGNCRITERIA.......................................................................................................................... Page 3 GRAVITYDESIGN.......................................................................................................................... Page 8 Page 3 of 40 6w i QUANTUM LAKE BALLINGER RESIDENCE 23911 74T" AVE W, EDMONDS, WA 98026 Quantum Job Number: 19219.02 DESIGN CRITERIA Page 4 of 40 Structural Design Criteria Buildinq Code: 2021 International Building Code Buildinq Department: City of Edmonds Ss: 1.28 le: 1.00 Wind Speed: 98 MPH Sl: 0.45 Seismic Soil Site Class: D Risk Category: II Sds: 1.02 Seismic Design Category: D Wind Exposure: C Sd l : 0.50 Cs: 0.16 Kzt: 1 R: 6.50 Light -Framed Wood Walls Sheathed With Wood Structural Panels Geotechnical Criteria Allowable Bearing Pressure Materials Criteria Wood Framing: 2x, 3x & 4x Framing Members 6x Framing Members Glulam Beams Parallam Beams LSL Members - Beams & Headers LSL Members - Studs & Columns LVL Members - Beams & Headers Wood Sheathing 1500 HF#2 or DF#2 DF#1 24F-V4 (V8 @ Cont. and Cant. Members) 2.0 E PSL 1.55 E LSL 1.3 E LSL 1.9 E LVL APA RATED Quantum Consulting Engineers LLC Project: Lake Ballinger Residence Date: 6/28/24 Job No: 19219.0,' 1511 Third Avenue, Suite 323 Designer: TAW Sheet: 1 hok Seattle, WA 98101 Client: grouparchitect Checked By: Residential Building Loads Page 5 of 40 Snow Load Roof 25 psf Live Load Residential 40 psf Residential exterior decks / balconies 60 psf Assembly Loads Roof Loads Standard Roofing 4.0 psf 1/2" Ply. Sheathing 1.5 psf Joists @ 24" o.c. 2.1 psf R38 Insulation 1.0 psf 5/8" GWB 2.8 psf Lights, ducts 0.5 psf PV Allowance 5.0 psf Miscellaneous 1.1 psf Total: 18.0 psf Interior Wall Framing 5/8" GWB 2.8 psf 2x4 @ 16" o.c. 0.9 psf 5/8" GWB 2.8 psf Mech./Elec. 0.5 psf Misc. 1.0 psf Total: 1 8.0 psf Comments INCL W/ MISC FOR SEISMIC SL=25 psf Typical Floor Loads Flooring 3.0 psf 3/4" Ply. Sheathing 2.3 psf Floor Joists @ 16" o.c. 2.5 psf 5/8" GWB 2.8 psf Lights, ducts 0.8 psf Miscellaneous 0.6 psf Partitons - Total: 12.0 psf Exterior Wood Stud Wall Siding 2.3 psf 1/2" Plywood 1.5 psf 2x6 studs @ 16 " o.c. 1.7 psf Insulation 0.5 psf 1/2" GWB 2.2 psf Mech./Elec. 0.5 psf Misc. 1.3 psf Total: 10.0 psf Comments LL=40 psf Deflection Criteria Roof Walls L/120 *flexible finishes Floor Live Load: L/240 L/240 *brittle finish Live Load: L/360 Total Load: L/180 L/240 *supporting glass Total Load: L/240 Quantum Consulting Engineers LLC Project: Lake Ballinger Residence Date: 6/28/24 Job No: 19219.02 ` 1511 Third Avenue, Suite 323 Designer: TAW Sheet: 1 Seattle, WA 98101 Client: grouparchitect Checked By: Page 6 of 40 ASCE AMERICAN SOCIM OF CIVIL ENGINEERS Address: 23911 74th Ave W Edmonds, Washington 98026 Wind ASCE Hazards Report Standard: ASCE/SE17-16 Latitude: 47.782016 Risk Category: II Longitude:-122.333192 Soil Class: D - Default (see Elevation: 294.618040287357 ft (NAVD Section 11.4.3) 88) McAleer I HE•)O�Ir� . I,I Results: Wind Speed 98 Vmph 10-year MRI 67 Vmph 25-year MRI 74 Vmph 50-year MRI 78 Vmph 100-year MRI 83 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Fri Jun 28 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. https://ascehazardtool.org/ Page 1 of 3 Fri Jun 28 2024 Page 7 of 40 ASCE® AMERICAN SOCIM OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: Ss 1.277 Sp, N/A S, 0.448 T L 6 Fa 1.2 PGA: 0.542 F N/A PGA M : 0.651 S Ms 1.532 F PGA 1.2 SM, N/A le 1 SIDS : 1.021 CV 1.355 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Fri Jun 28 2024 Date Source: USGS Seismic Design Maps The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third -party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. https://ascehazardtool.org/ Page 2 of 3 Fri Jun 28 2024 Page 8 of 40 6w i QUANTUM LAKE BALLINGER RESIDENCE 23911 74T" AVE W, EDMONDS, WA 98026 Quantum Job Number: 19219.02 GRAVITY DESIGN Page 9 of 40 1 2 3 4 5 31'-5g" I I I I I I I I I I I I v m J I I I (E) BEAM m ELB1 N m J ICJ ELB3 ELB2 z N; I I I I I I I I I I I I (E) BEAM Fi� MAIN FLOOR FRAMING PLAN Page 10 of 40 31'-58" UPPER FLOOR FRAMING LEGEND 1 2 3 4 5 31'-58" I I I I I I I I I I I I I I ROOF FRAMING LEGEND Page 11 of 40 10 t FORTE WEB' JOB SUMMARY REPORT 19219.02 - Lake Ballinger Residence Redesign Page 12 of 40 Roof Level Illp Member Name Results (Max UTIL %) Current Solution Comments RB1 Passed (89% M+) 1 piece(s) 3 1/8" x 9" 24F-V8 DF Glulam RB2 Passed (48% M+) 1 piece(s) 3 1/8" x 7 1/2" 24F-V8 DF Glulam RB3 Passed (94% M+) 1 piece(s) 3 1/8" x 7 1/2" 24F-V4 DF Glulam RB4 Passed (53% M+) 1 piece(s) 3 1/8" x 7 1/2" 24F-V4 DF Glulam RHD1 Passed (40% M) 2 piece(s) 2 x 6 HF No.2 Roof: Joist Passed (43% R) 1 piece(s) 2 x 12 HF No.2 @ 24" OC South West Roof Joists Passed (100% M) 1 piece(s) 2 x 6 HF No.2 @ 24" OC Upper Floor Member Name Results (Max UTIL %) Current Solution Comments B1 Passed (102% AL) 4 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam@ LVL B2 Passed (102% AT) 4 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam@ LVL B3 Passed (89% AT) 4 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam@ LVL B4 Passed (93% AT) 4 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam@ LVL B5 Passed (98% AL) 2 piece(s) 2 x 8 DF No.1 EBl Passed (74% M) 3 piece(s) 2 x 8 DF No.1 HD1 Passed (59% M) 2 piece(s) 2 x 6 HF No.2 HD2 Passed (74% V) 1 piece(s) 4 x 8 DF No.2 EHD1 Passed (86% M) 1 piece(s) 4 x 10 DF No.2 Lower Floor Member Name Results (Max UTIL %) Current Solution Comments 1-132 Passed (101% V) 2 piece(s) 2 x 10 HF No.2 1-133 Passed (73% M) 3 piece(s) 2 x 10 HF No.2 LB4 Passed (101% M) 3 piece(s) 2 x 10 DF No.1 ELB1 Passed (95% M) 1 piece(s) 6 x 8 DF No.1 EL62 Passed (70% M) 1 piece(s) 6 x 10 DF No.1 EL133 Passed (101% M) 1 piece(s) 6 x 10 DF No.1 EL133 NO LOAD Passed (94% M) 1 piece(s) 6 x 10 DF No.1 EL132 NO LOAD Passed (46% M) 1 piece(s) 6 x 10 DF No.1 ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8 Weyerhaeuser File Name: 19219.02 - Lake Ballinger Residence Redesign Page 1 / 25 .l FO RT E W E B MEMBER REPORT Page 13 of 40 PASSED Roof Level, RB1 1 piece(s) 3 1/8" x 9" 24F-V8 DF Glulam 12 Fil 9 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3041 @ 2" 4648 (3.50") Passed (65%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 2513 @ 1' 1/2" 5714 Passed (44%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 8623 @ 6' 9703 Passed (89%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.381 @ 6' 0.583 Passed (L/367) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.618 @ 6' 0.778 Passed (L/226) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 11' 8". • The effects of positive or negative camber have not been accounted for when calculating deflection. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Stud wall - SPF 3.50" 3.50" 2.29" 1166 1875 3041 Blocking 2 - Stud wall - SPF 3.50" 3.50" 2.29" 1166 1875 3041 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 12' o/c Bottom Edge (Lu) 12' o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location (Side) Tributary (0.90) (1.15)Width Comments 0 - Self Weight (PLF) 0 to 12' N/A 6.8 1 - Uniform (PSF) 0 to 12' (Front) 12' 6" 15.0 25.0 Default Load • Side loads are assumed to not induce cross -grain tension. Member Length : 12' System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhhur File Name: 19219.02 - Lake Ballinger Residence Redesign Page 2 / 25 ii FO RT E W E B MEMBER REPORT Page 14 of 40 PASSED Roof Level, RB2 1 piece(s) 3 1/8" x 7 1/2" 24F-V8 DF Glulam 0 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2229 @ 2" 4648 (3.50") Passed (48%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1600 @ 11" 4762 Passed (34%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 3259 @ 3' 3" 6738 Passed (48%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.070 @ 3' 3" 0.308 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.113 @ 3' 3" 0.411 Passed (L/656) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 6' 2". • The effects of positive or negative camber have not been accounted for when calculating deflection. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Stud wall - SPF 3.50" 3.50" 1.68" 847 1381 2229 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.68" 847 1381 2229 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 6" o/c Bottom Edge (Lu) 6' 6" o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location (Side) Tributary (0.90) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 6' 6" N/A 5.7 1 - Uniform (PSF) 0 to 6' 6" (Front) 17' 15.0 25.0 Default Load • Side loads are assumed to not induce cross -grain tension. Member Length : 66" System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhhur File Name: 19219.02 - Lake Ballinger Residence Redesign Page 3 / 25 .l FO RT E W E B MEMBER REPORT Page 15 of 40 PASSED Roof Level, RB3 1 piece(s) 3 1/8" x 7 1/2" 24F-V4 DF Glulam I 2 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2702 @ 4" 7305 (5.50") Passed (37%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 2154 @ 1' 1" 4762 Passed (45%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 6347 @ 5' 4 1/8" 6738 Passed (94%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.378 @ 5' 5 7/16" 0.517 Passed (L/328) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.612 @ 5' 5 7/16" 0.689 Passed (L/203) 1.0 D + 1.0 S (All Spans) • Deflection criteria: ILL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 10' 4". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Stud wall - SPF 5.50" 5.50" 2.03" 1033 1669 2702 Blocking 2 - Stud wall - SPF 5.50" 5.50" 1.76" 895 1440 2335 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 11' o/c Bottom Edge (Lu) 11' o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location (Side) Tributary (0.90) (1.15)Width Comments 0 - Self Weight (PLF) 0 to 11' N/A 5.7 1 - Uniform (PSF) 0 to 7' 3" (Front) 12' 6" 15.0 25.0 Default Load 2 - Uniform (PSF) 7' 3" to 11' (Front) 1 9' 15.0 25.0 Default Load • Side loads are assumed to not induce cross -grain tension. Member Length : 11' System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhhur File Name: 19219.02 - Lake Ballinger Residence Redesign Page 4 / 25 .l FO RT E W E B MEMBER REPORT Page 16 of 40 PASSED Roof Level, RB4 1 piece(s) 3 1/8" x 7 1/2" 24F-V4 DF Glulam 0 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1981 @ 7' 10" 4648 (3.50") Passed (43%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1517 @ 1' 1" 4762 Passed (32%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 3556 @ 4' 1" 6738 Passed (53%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.113 @ 4' 1" 0.375 Passed (L/800) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.182 @ 4' 1" 0.500 Passed (L/494) 1.0 D + 1.0 S (All Spans) • Deflection criteria: ILL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 7' 6". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Stud wall - SPF 5.50" 5.50" 1.55" 789 1276 2065 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.50" 757 1224 1981 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 8' o/c Bottom Edge (Lu) 8' o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location (Side) Tributary (0.90) (1.15)Width Comments 0 - Self Weight (PLF) 0 to 8' N/A 5.7 1 - Uniform (PSF) 0 to 8' (Front) 12' 6" 15.0 25.0 Default Load • Side loads are assumed to not induce cross -grain tension. Member Length : 8' System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Wayerhar File Name: 19219.02 - Lake Ballinger Residence Redesign Page 5 / 25 IFORTEWEB MEMBER REPORT Roof Level, RHD1 2 piece(s) 2 x 6 HF No.2 Page 17 of 40 PASSED 0 Folor 1 in 5' E Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 506 @ 1 1/2" 3645 (3.00") Passed (14%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 376 @ 8 1/2" 1898 Passed (20%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 635 @ 2' 9" 1602 Passed (40%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.036 @ 2' 9" 0.175 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.058 @ 2' 9" 0.262 Passed (L/999+) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories IF Total Available Required Dead Snow Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 197 309 506 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 197 309 506 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 56" o/c Bottom Edge (Lu) 5' 6" o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location Tributary (0.90) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 5' 6" N/A 4.2 1 - Uniform (PSF) 0 to 5' 6" 4' 6" 15.0 25.0 Default Load Member Length : 5' 6" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Neyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties elated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is esponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Neyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ iocument-library. fhe product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 File Name: 19219.02 - Lake Ballinger Residence Redesign Page 6 / 25 .l FO RT E W E B MEMBER REPORT Page 18 of 40 PASSED Roof Level, Roof: Joist 1 piece(s) 2 x 12 HF No.2 @ 24" OC 12 C 10' A- 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 388 @ 9' 8 1/2" 911 (1.50") Passed (43%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 315 @ 8' 9 13/16" 1941 Passed (16%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 921 @ 4' 11 1/2" 2964 Passed (31%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.044 @ 4' 11 1/2" 0.501 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.072 @ 4' 11 1/2" 0.668 Passed (L/999+) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Beveled Plate - SPF 3.50" 3.50" 1.50" 157 248 405 Blocking 2 - Hanger on 11 1/4" SPF beam 3.50" Hanger' 1.50" 159 252 411 See note' • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 3" o/c Bottom Edge (Lu) 10' 3" o/c -Maximum allowable bracing intervals based on applied load. -Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Member Length : 10' 6 9/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 4/12 Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LRU28Z 1.94" N/A 6-10dx1.5 5-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Load Location (Side) Spacing Dead (0.90) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 10' 24" 15.0 25.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhhur File Name: 19219.02 - Lake Ballinger Residence Redesign Page 7 / 25 .l FO RT E W E B MEMBER REPORT Page 19 of 40 PASSED Roof Level, South West Roof Joists 1 piece(s) 2 x 6 HF No.2 @ 24" OC 10, /7 E Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 388 @ 9' 8 1/2" 911 (1.50") Passed (43%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 352 @ 9' 3 5/16" 949 Passed (37%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 921 @ 4' 11 1/2" 921 Passed (100%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.377 @ 4' 11 1/2" 0.501 Passed (L/319) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.615 @ 4' 11 1/2" 0.668 Passed (L/195) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total I Available Required Dead Snow Factored 1 - Beveled Plate - SPF 3.50" 3.50" 1.50" 157 248 405 Blocking 2 - Hanger on 5 1/2" SPF beam 3.50" Hanger' 1.50" 159 252 411 See note' • Blocking Panels are assumed to carry no loads applied directly above them and the Lull load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ' See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6" o/c Bottom Edge (Lu) 10' 3" o/c -Maximum allowable bracing intervals based on applied load. -Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Member Length : 10' 4 5/8" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 4/12 Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger LRU26Z 1.94" N/A 4-10dx1.5 5-10d • Reter to manutacturer notes and Instructions for proper Installation and use of all connectors. Vertical Load Location (Side) Spacing Dead (0.90) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 10' 24" 15.0 25.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhhur File Name: 19219.02 - Lake Ballinger Residence Redesign Page 8 / 25 .1FORTEWEB MEMBER REPORT Upper Floor, B1 4 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam@ LVL Page 20 of 40 PASSED C 12' 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3873 @ 12' 2" 15593 (5.50") Passed (25%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3840 @ 11' 5 1/4" 11089 Passed (35%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 11449 @ 9' 2" 16363 Passed (70%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.301 @ 6' 10 3/4" 0.296 Passed (L/472) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.517 @ 6' 10 1/4" 0.592 Passed (L/275) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Member should be side -loaded from both sides of the member or braced to prevent rotation. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - HF 5.50" 4.25" 1.50" 668 333 773 1498 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 5.50" 1.50" 1596 333 2277 3873 Blocking • Kim uoaro is assumea to carry au ioaas appneo aireary aoove it, Dypassing me memoer Deing oesignea. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 12' 5" o/c Bottom Edge (Lu) 12' 5" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 12' 6" N/A 14.8 1 - Uniform (PSF) 0 to 12' 6" (Front) 1' 4" 12.0 40.0 - Default Load 2 - Point (lb) 9' 2" (Front) N/A 847 - 1381 Linked from: RB2, Support 2 3 - Point (lb) 9' 2" (Front) N/A 1033 1669 Linked from: RB3, Support 1 • �,iae ioaas are assumea to not inauce cross -grain tension. Member Length : 12' 4 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Neyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties elated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is esponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Neyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ iocument-library. fhe product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhhur File Name: 19219.02 - Lake Ballinger Residence Redesign Page 9 / 25 .1FORTEWEB MEMBER REPORT Upper Floor, B2 4 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam@ LVL Page 21 of 40 PASSED C 12' 5 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3903 @ 12' 2" 15593 (5.50") Passed (25%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3871 @ 11' 5 1/4" 11089 Passed (35%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 11540 @ 9' 2" 16363 Passed (71%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.367 @ 6' 7 7/16" 0.394 Passed (L/387) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.604 @ 6' 7 9/16" 0.592 Passed (L/235) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Member should be side -loaded from both sides of the member or braced to prevent rotation. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - HF 5.50" 4.25" 1.50" 969 333 1565 2534 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 5.50" 1.50" 1571 333 2332 3903 Blocking • Kim uoaro is assumea to carry au ioaas appnea aireary above it, Dypassing me member Deing oesignea. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 12' 5" o/c Bottom Edge (Lu) 12' 5" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 12' 6" N/A 14.8 1 - Uniform (PSF) 0 to 12' 6" (Front) 1' 4" 12.0 40.0 - Default Load 2 - Uniform (PSF) 0 to 6' 9" (Front) 7' 10.0 25.0 3 - Point (lb) 9' 2" (Front) N/A 895 1440 Linked from: RB3, Support 2 4 - Point (lb) 9' 2" (Front) N/A 789 1276 Linked from: RB4, Support 1 • zioe ioaas are assumes to not induce cross -grain tension. Member Length : 12' 4 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerh,ir File Name: 19219.02 - Lake Ballinger Residence Redesign Page 10 / 25 .1FORTEWEB MEMBER REPORT Upper Floor, B3 4 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam@ LVL Page 22 of 40 PASSED C r:-, I l_ r -1- 1 4 14' 8" 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3963 @ 4" 12049 (4.25") Passed (33%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3923 @ 1' 3" 14530 Passed (27%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 20905 @ 5' 9" 27082 Passed (77%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.380 @ 6' 11 1/16" 0.467 Passed (L/442) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.620 @ 6' 11 5/16" 0.700 Passed (L/271) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Member should be side -loaded from both sides of the member or braced to prevent rotation. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - HF 5.50" 4.25" 1.50" 1570 391 2395 3965 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 5.50" 1.50" 1088 391 1511 2599 Blocking • Kim uoaro is assumea io carry au ioaas appneo aireary aoove ir, Dypassing me memoer Deing oesignea. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 14' 7" o/c Bottom Edge (Lu) 14' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 14' 8" N/A 19.4 1 - Uniform (PSF) 0 to 14' 8" (Front) 1' 4" 12.0 40.0 - Default Load 2 - Point (lb) 5' 9" (Front) N/A 975 2031 3 - Point (lb) 5' 9" (Front) N/A 1166 1875 Linked from: RB3, Support 1 • Side loads are assumed to not induce cross -grain tension. Member Length : 14' 6 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 h�. File Name: 19219.02 - Lake Ballinger Residence Redesign Page 11 / 25 ii FO RT E W E B MEMBER REPORT Page 23 of 40 PASSED Upper Floor, B4 4 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam@ LVL Overall Length: 9' 11" i 9' C H Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3843 @ 4" 12049 (4.25") Passed (32%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 4251 @ 8' 10 1/4" 11089 Passed (38%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 12548 @ 6' 4" 16363 Passed (77%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl.(in) 0.263 @ 5' V 0.308 Passed (L/422) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.430 @ 5' 1 1/4" 0.463 Passed (L/258) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Member should be side -loaded from both sides of the member or braced to prevent rotation. supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - HF 5.50" 4.25" 1.50" 1413 2319 978 3886 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 5.50" 1.66" 1800 2313 1570 4712 Blocking • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 10" o/c Bottom Edge (Lu) 9' 10" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 9' 11" N/A 14.8 1 - Uniform (PSF) 0 to 9' 11" (Front) 10' 12.0 40.0 - Default Load 2 - Point (lb) 6' 4" (Front) N/A 1596 333 2277 Linked from: B1, Support 2 3 - Point (lb) 3' 6" (Front) N/A 282 333 271 Linked from: EB1, Support 2 • Side loads are assumed to not induce cross -grain tension. Member Length : 9' 9 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhhur File Name: 19219.02 - Lake Ballinger Residence Redesign Page 12 / 25 .1FORTEWEB MEMBER REPORT Upper Floor, 85 2 piece(s) 2 x 8 DF No.1 Page 24 of 40 PASSED 15' i 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 611 @ 4" 5164 (4.25") Passed (12%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 622 @ IT 11 1/4" 2610 Passed (24%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2354 @ 8' 3 3/16" 2628 Passed (90%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.352 @ 7' 8 7/8" 0.358 Passed (L/488) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.579 @ 79 1/4" 0.717 Passed (L/297) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - HF 5.50" 4.25" 1.50" 218 400 90 618 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 5.50" 1.50" 301 400 219 765 Blocking • Kim uoaro is assumea to carry au ioaas appneo aireary above it, Dypassing the member Deing oesignea. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 8" o/c Bottom Edge (Lu) 14' 11" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 15' N/A 5.5 1 - Uniform (PSF) 0 to 15' (Front) 1' 4" 12.0 40.0 - Default Load 2 - Point (lb) 10' 6" (Front) N/A 197 - 309 Linked from: RHD1, Support 1 • zioe ioaas are assumes to not induce cross -grain tension. Member Length : 14' 10 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 h�. File Name: 19219.02 - Lake Ballinger Residence Redesign Page 13 / 25 .l FO RT E W E B MEMBER REPORT Page 25 of 40 PASSED Upper Floor, EB1 3 piece(s) 2 x 8 DF No.1 Overall Length 12' 6" 12' C 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1512 @ 4" 7746 (4.25") Passed (20%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 1214 @ 1' 3/4" 4502 Passed (27%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 3344 @ 4' 11 11/16" 4534 Passed (74%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.200 @ 5' 11 1/16" 0.296 Passed (L/709) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.326 @ 5' 11" 0.592 Passed (L/435) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - HF 5.50" 4.25" 1.50" 597 333 929 1543 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 5.50" 1.50" 282 333 271 735 Blocking • Kim tsoaro is assumea to carry au ioaas appnea aireary aoove it, Dypassing the memoer Deing oesignea. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 12' 5" o/c Bottom Edge (Lu) 12' 5" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 12' 6" N/A 8.3 1 - Uniform (PSF) 0 to 12' 6" (Front) 1' 4" 12.0 40.0 - Default Load 2 - Uniform (PSF) 0 to 6' (Front) 8' 12.0 - 25.0 • Siae ioaas are assumea to not inauce cross -grain tension. Member Length : 12' 4 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhhur File Name: 19219.02 - Lake Ballinger Residence Redesign Page 14 / 25 IFORTEWEB MEMBER REPORT Upper Floor, HD1 2 piece(s) 2 x 6 HF No.2 Page 26 of 40 PASSED 0 rw 1 in E Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1994 @ 3' 4 1/2" 3645 (3.00") Passed (55%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 975 @ 2' 9 1/2" 1650 Passed (59%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 825 @ 1' 11 15/16" 1393 Passed (59%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.019 @ 1' 9 11/16" 0.108 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.030 @ 1' 9 7/8" 0.162 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 273 668 89 942 None 2 - Trimmer - HF 3.00" 3.00" 1.64" 787 925 684 1994 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 3' 6" o/c Bottom Edge (Lu) 3' 6" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 3' 6" N/A 4.2 1 - Uniform (PSF) 0 to 3' 6" 9' 12.0 40.0 - Default Load 2 - Point (lb) 3' N/A 668 333 773 Linked from: B1, Support 1 Member Length : 3' 6" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 �V File Name: 19219.02 - Lake Ballinger Residence Redesign Page 15 / 25 IFORTEWEB MEMBER REPORT Upper Floor, HD2 1 piece(s) 4 x 8 DF No.2 Page 27 of 40 PASSED 0 rw 1 in 1 Cl" E Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2780 @ 7' 2 1/2" 6563 (3.00") Passed (42%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 2593 @ 6' 5 3/4" 3502 Passed (74%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 2394 @ 4' 9 11/16" 3438 Passed (70%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.057 @ 3' 11 1/8" 0.236 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.123 @ 3' 10 5/16" 0.313 Passed (L/691) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (5/16"). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 621 147 429 1053 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 1278 147 1502 2780 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 7' 4" o/c Bottom Edge (Lu) 74" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 7' 4" N/A 6.4 1 - Uniform (PSF) 0 to 7' 4" 3' 15.0 - 25.0 Roof Load 2 - Uniform (PSF) 0 to 7' 4" 1' 92.0 40.0 - Wall+Floor 3 -Point (Ib) 6' 5" N/A 847 1381 Linked from: RB2, Support 1 Member Length : 74" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Neyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties elated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is esponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Neyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ iocument-library. fhe product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerh,ir File Name: 19219.02 - Lake Ballinger Residence Redesign Page 16 / 25 IFORTEWEB MEMBER REPORT Upper Floor, EHD1 1 piece(s) 4 x 10 DF No.2 Page 28 of 40 PASSED 0 in Overall Length. 4' 11" d5 E Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2632 @ 4' 9 1/2" 6563 (3.00") Passed (40%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 2070 @ 3' 10 3/4" 4468 Passed (46%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 4429 @ 2' 6" 5166 Passed (86%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.023 @ 2' 5 1/2" 0.156 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.041 @ 2' 5 1/2" 0.233 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 1115 913 1049 2587 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 1134 920 1076 2632 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 4' 11" o/c Bottom Edge (Lu) 4' 11" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 4' 11" N/A 8.2 1 - Uniform (PSF) 0 to 4' 11" 5' 12.0 25.0 Default Load 2 - Uniform (PLF) 0 to 4' 11" N/A 80.0 3 - Uniform (PSF) 0 to 4' 11" 7' 4" 12.0 40.0 4 - Point (lb) 2' 6" N/A 1088 391 1511 Linked from: B3, Support 2 Member Length : 4' 11" System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Neyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties elated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is esponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Neyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ iocument-library. the product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 h�. File Name: 19219.02 - Lake Ballinger Residence Redesign Page 17 / 25 .l FO RT E W E B MEMBER REPORT Page 29 of 40 PASSED Lower Floor, LB2 2 piece(s) 2 x 10 HF No.2 0 C 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3262 @ 4" 5164 (4.25") Passed (63%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3236 @ 1' 2 3/4" 3191 Passed (101%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3784 @ 1' 6" 3833 Passed (99%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.045 @ 3' 1 3/8" 0.158 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.078 @ 3' 1 5/8" 0.317 Passed (L/976) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - HF 5.50" 4.25" 2.68" 1361 458 1902 3264 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 5.50" 1.50" 370 248 430 878 Blocking • Kim uoaro is assumea to carry au ioaas appneo aireary above it, Dypassing the member Deing oesignea. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 1' 9" o/c Bottom Edge (Lu) 6' 11" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 7' N/A 7.0 1 - Uniform (PSF) 0 to 7' (Front) 1' 4" 12.0 40.0 - Default Load 2 - Point (lb) 1' 6" (Front) N/A 1571 333 2332 Linked from: B2, Support 2 • zioe ioaas are assumes to not induce cross -grain tension. Member Length : 6' 10 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com A 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerh,lr File Name: 19219.02 - Lake Ballinger Residence Redesign Page 18 / 25 .l FO RT E W E B MEMBER REPORT Page 30 of 40 PASSED Lower Floor, LB3 3 piece(s) 2 x 10 HF No.2 0 C 2 1 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2562 @ 4" 7746 (4.25") Passed (33%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 2532 @ 1' 2 3/4" 4787 Passed (53%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 4223 @ 2' 5750 Passed (73%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.019 @ 2' 6 1/4" 0.112 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.031 @ 2' 6 1/4" 0.225 Passed (L/999+) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - HF 5.50" 4.25" 1.50" 1056 384 1508 2564 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 5.50" 1.50" 650 283 887 1537 Blocking • Kim uoaro is assumea to carry au ioaas appneo aireary above it, Dypassing the member Deing oesignea. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 1" o/c Bottom Edge (Lu) 5' 1" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 5' 2" N/A 10.6 1 - Uniform (PSF) 0 to 5' 2" (Front) 1' 4" 12.0 40.0 - Default Load 2 - Point (lb) 2' (Front) N/A 1570 391 2395 Linked from: B3, Support 1 • zioe ioaas are assumes to not induce cross -grain tension. Member Length : 5' 3/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com A 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerh,lr File Name: 19219.02 - Lake Ballinger Residence Redesign Page 19 / 25 IFORTEWEB MEMBER REPORT Lower Floor, LB4 3 piece(s) 2 x 10 DF No.1 Page 31 of 40 PASSED C Overall Length. 11' 6 1/2" 10' 7 1/7' 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3379 @ 4" 7746 (4.25") Passed (44%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3192 @ 1' 2 3/4" 5744 Passed (56%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 6847 @ 2' 6" 6765 Passed (101%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.153 @ 5' 4 3/16" 0.272 Passed (L/852) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.264 @ 5' 4 1/2" 0.544 Passed (L/495) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - HF 5.50" 4.25" 1.85" 1389 308 2006 3395 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 5.50" 1.50" 688 308 879 1578 Blocking • Kim uoaro is assumea io carry au ioaas appneo aireary aoove ir, Dypassing me memoer Deing oesignea. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6" o/c Bottom Edge (Lu) 11' 5" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 1 1/4" to 11' 6 1/2" N/A 10.6 1 - Uniform (PSF) 0 to 11' 6 1/2" (Front) 1' 4" 12.0 40.0 - Default Load 2 - Uniform (PSF) 0 to 11' 6 1/2" (Front) 1 3' 6" 15.0 - 25.0 3 - Point (lb) 2' 6" (Front) N/A 1166 1875 Linked from: RB3, Support 2 • Side loads are assumed to not induce cross -grain tension. Member Length : 11' 5 1/4" System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 h�. File Name: 19219.02 - Lake Ballinger Residence Redesign Page 20 / 25 .1FORTEWEB MEMBER REPORT Lower Floor, ELB1 1 piece(s) 6 x 8 DF No.1 Page 32 of 40 PASSED 1 Cl" 0 0 Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3789 @ 4" 18906 (5.50") Passed (20%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 2968 @ 1' 1" 4675 Passed (63%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 4904 @ 2' 4 5/16" 5156 Passed (95%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.049 @ 2' 10 5/16" 0.172 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.074 @ 2' 10 1/4" 0.258 Passed (L/834) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Column - HF 5.50" 5.50" 1.50" 1290 2499 404 3789 Blocking 2 - Column - HF 5.50" 5.50" 1.50" 1124 2329 193 3453 Blocking • MOCKing vaneis are assumes to carry no ioaas appuea airecoy aoove tnem ano the ruu ioaa is appnea to the memoer Deing oesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 10" o/c Bottom Edge (Lu) 5' 10" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 5' 10" N/A 10.4 1 - Uniform (PSF) 0 to 5' 10" (Front) 6' 9" 12.0 40.0 Default Load 2 - Uniform (PLF) 0 to 5' 10" (Front) N/A 133.0 264.0 3 - Uniform (PLF) 2' to 5' 10" (Front) N/A 80.0 155.0 4 - Point (lb) 2' (Front) N/A 798 1119 597 Linked from: LB1, Support 2 • Side loads are assumed to not induce cross -grain tension. Member Length : 5' 10" System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASO Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerh,ir File Name: 19219.02 - Lake Ballinger Residence Redesign Page 21 / 25 ii FO RT E W E B MEMBER REPORT Page 33 of 40 PASSED Lower Floor, ELB3 1 piece(s) 6 x 10 DF No.1 Overall Length: 9' 3" 9 3 I Id Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 6516 @ 4" 18906 (5.50") Passed (34%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 4365 @ 1' 3" 5922 Passed (74%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 9395 @ 4' 5 3/4" 9307 Passed (101%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.135 @ 4' 7 3/8" 0.286 Passed (L/763) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.200 @ 4' 7 1/16" 0.429 Passed (L/514) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Column - HF 5.50" 5.50" 1.90" 2542 3544 1754 6516 Blocking 2 - Column - HF 5.50" 5.50" 1.50" 1393 3157 148 4550 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the Lull load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6" o/c Bottom Edge (Lu) T 3" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location (Side) Tributary (0.90) (1.00) (1.15) Comments Width 0 - Self Weight (PLF) 0 to 9' 3" N/A 13.2 1 - Uniform (PSF) 0 to 9' 3" (Front) 9' 12.0 40.0 Default Load 2 - Uniform (PLF) 0 to 9' 3" (Front) N/A 157.0 315.0 3 - Point (lb) 1' (Front) N/A 1361 458 1902 Linked from: LB2, Support 1 • side loads are assumed to not induce cross -grain tension. Member Length : 9' 3" System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com A 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Vtrywhur File Name: 19219.02 - Lake Ballinger Residence Redesign Page 23 / 25 ii FO RT E W E B MEMBER REPORT Page 34 of 40 PASSED Lower Floor, ELB3 NO LOAD 1 piece(s) 6 x 10 DF No.1 Overall Length: 9' 3" 9 3 I Id Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 4409 @ 4" 18906 (5.50") Passed (23%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 3217 @ 1' 3" 5922 Passed (54%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 8779 @ 4' 7 1/2" 9307 Passed (94%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.131 @ 4' 7 1/2" 0.286 Passed (L/786) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.185 @ 4' 7 1/2" 0.429 Passed (L/556) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Column - HF 5.50" 5.50" 1.50" 1287 3122 4409 Blocking 2 - Column - HF 5.50" 5.50" 1.50" 1287 3122 4409 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the tull load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) T 3" o/c Bottom Edge (Lu) T 3" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary (0.90) (1.00) Comments Width 0 - Self Weight (PLF) 0 to 9' 3" N/A 13.2 1 - Uniform (PSF) 0 to 9' 3" (Front) 9' 12.0 40.0 Default Load 2 - Uniform (PLF) 0 to 9' 3" (Front) N/A 157.0 315.0 • Slae loads are assumea to not IndUCe cross -grain tension. Member Length : 9' 3" System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhhur File Name: 19219.02 - Lake Ballinger Residence Redesign Page 24 / 25 .l FO RT E W E B MEMBER REPORT Page 35 of 40 PASSED Lower Floor, ELB2 NO LOAD 1 piece(s) 6 x 10 DF No.1 r r Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2983 @ 6' 10" 18906 (5.50") Passed (16%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1923 @ 5' 11" 5922 Passed (32%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 4298 @ 3' 7 13/16" 9307 Passed (46%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.037 @ 3' 7 1/4" 0.217 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.052 @ T 7 1/4" 0.325 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Column - HF 5.50" 5.50" 1.50" 677 1777 2454 Blocking 2 - Column - HF 5.50" 5.50" 1.50" 853 2130 2983 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 72" o/c Bottom Edge (Lu) 72" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary (0.90) (1.00) Comments Width 0 - Self Weight (PLF) 0 to 7' 2" N/A 13.2 1 - Uniform (PSF) 0 to 7' 2" (Front) 9' 12.0 40.0 Default Load 2 - Uniform (PLF) 1' 9" to 72" (Front) N/A 122.0 245.0 • Side loads are assumed to not induce cross -grain tension. Member Length : 7' 2" System : Floor Member Type : Drop Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document -library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Timothy Wion Quantum Consulting Engineers (206) 957-3900 TWion@quantumce.com 7/12/2024 12:37:53 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhhur File Name: 19219.02 - Lake Ballinger Residence Redesign Page 25 / 25 Page 36 of 40 Code Check (L No No Calc X > 1.0 .90-1.0 .75-.90 .50-.75 0-50 -0.06k/ft 4 -0.06k/ft -0.01 6 8 3 0.56 0.56 Member Code Checks Displayed Loads: LC 4, IBC 16-10 (b) Results for LC 4, IBC 16-10 (b) Reaction and Moment Units are k and k-ft SK-1 June 10, 2024 at 9:00 AM Truss Loads Accurate.r2d Page 37 of 40 111RISA Company Designer Job Number Model Name June 10, 2024 8:56 AM Checked By:_ Joint Coordinates and Temperatures I �hol Y rftl v rftl Tamn rm 1 N1 0 0 0 2 N2 8 4 0 3 N3 16 0 0 4 N4 7 3.5 0 5 N5 9 3.5 0 6 N6 1 0 0 7 N7 1 0.5 0 8 N8 15 0 0 9 N9 15 0.5 0 Wood Design Parameters I nhal Ghana I annthrftl I a_ni i fftl I a_inrftl la_hanrl fnnfftl la_hanrl hntrftl K_ni it K-in r\/ (r 01 it e In c-nx/ 1 M 1 2X4 8.944 1 5 Lb out 5 0.8 2 M2 2X4 8.944 1 5 Lb out 5 0.8 3 M3 2X6 16 1 5 Lb out 5 0.8 4 M5 2X4 0.5 1 5 Lb out 5 0.8 5 M6 2X4 0.5 1 5 Lb out 5 0.8 Member Distributed Loads (BLC 1 : D) RAamhar I Thal r)irarfinn Cforf RAnnnifiirlark Furl KAnnnifiirlaflr/ Curt I n-finnm 0/1 Fnr1 I n-tinnm o/1 In-th- 1 M 1 v -0.01 -0.01 0 0 Active 2 M2 Y -0.01 -0.01 0 0 Active 3 M3 v -0.01 -0.01 0 0 Active Member Distributed Loads (BLC 2: S) Maximum Member Section Forces I (-. Mamhar I nhal AYialrkl I nrrftl ghaarrkl I nrrftl NAnmantrk_ftl I nrrftl 1 4 M1 max 0.471 8.944 0.234 1.118 0 8.944 2 min 0.335 0 -0.244 8.944 -0.471 5.031 3 4 M2 max 0.471 7.826 0.244 0 0 8.944 4 min 0.335 7.919 -0.234 7.826 -0.471 3.913 5 4 M3 max -0.282 0.833 0.37 0 0 16 6 min -0.286 1 -0.37 16 -0.61 8 7 4 M5 max 0.295 0.5 0 0.5 0 0.5 8 min 0.295 0 0 0 0 0 9 4 M6 max 0.295 0.5 0 0.5 0 0.5 10 min 0.295 0 0 0 0 0 Member End Reactions I (` �Aam har I Thal �Aam har wi�lr41 Chaorf4l �Anmantr4_ftl 1 4 M 1 1 0.335 0.045 0 2 J 0.471 -0.244 0 3 4 M2 1 0.471 0.244 0 4 J 0.335 -0.045 0 5 4 M3 1 -0.282 0.37 0 RISA-2D Version 19.0.0 [MA ... \... \.02\Ca1cs\Gravity\Truss Loads Accurate.r2d] Page 1 Page 38 of 40 IIIRISA Company Designer Job Number Model Name June 10, 2024 8:56 AM Checked By:_ Member End Reactions (Continued) I C RA.-mh.-r I �hcl RA.-mh.-r Avinlrkl Ch.--fkl KA--trk_ftl 6 J -0.282 -0.37 0 7 4 M5 1 0.295 0 0 8 J 0.295 0 0 9 4 M6 1 0.295 0 0 10 J 0.295 0 0 Member Wood Code Checks I (-. M.-mh.-r Shan.- I Ir KAav I nrfffl Ch.-ar I nrfffl Fr' fkcil Ft' fkcil Fh' rkcil Fv' fkcil RR rl rP Fnn 1 4 M 1 2X4 0.74 5.031 0.337 8.944 1.761 1.725 2.58 0.207 4.32 10.997 0.783 3.9-3 2 4 M2 2X4 0.74 3.913 0.337 0 1.761 1.725 2.58 0.207 4.32 0.997 0.783 3.9-3 3 4 M3 2X6 0.682 8 0.325 0 1.77 1.009 1.49 0.207 5.416 0.997 0.933 3.9-1 4 4 M5 2X4 0.036 0.5 0 0.5 1.561 1.164 1.702 0.207 9.661 0.987 0.787 3.6.3 5 4 M6 2X4 0.036 0.5 0 0.5 1 1.561 1.164 1 1.702 0.207 9.661 0.987 0.787 3.6.3 RISA-2D Version 19.0.0 [MA ... \... \.02\Calcs\Gravity\Truss Loads Accurate.r2d] Page 2 6/10/24, 8:47 AM Connection Calculator Page 39 of 40 Design Method Allowable Stress Design (ASD) Connection Typell Lateral loading Fastener Type Nail Loading Scenariio Single Shear IV Main Member Type Douglas Fir -Larch Main Member Thickness -- Other (in inches) -- 3 Side Member Type Plywood (Structural 1 grade) Side Member Thickness 15/32 in. Nail Type Common Wire Nail Size 10d (D = 0.148 in.; L = 3 in.) Load Duration Factor C D = 1.15 Wet Service Factor C M = 1.0 End Grain Factor C_eg = 1.0 Temperature Factor C_t = 1.0 Diaphragm Factor C_di = 1.0 Connection Yield Modes Im 911 lbs. Is 11 169 lbs. II 309 lbs. IIIm 313 lbs. IIIs 101 lbs. II IV 135 lbs. jJ Adjusted ASD Capacity 101 lbs. M=40psf*16ft^2/8=30.7kin T=30.7kin/45in=690lbs 690lbs/1 01 lbs/nail = 7 nails • Nail bending yield strength of 90000 psi is assumed. • The Adjusted ASD Capacity does not apply for toe -nails installed in wood members. • Length of tapered tip is assumed to be two times the nail diameter for calculating dowel bearing length in the main member. • The Adjusted ASD Capacity only applies for nails that have been driven flush with the side member surface. It does not apply for nails that have been overdriven into the side member. While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. https://calc.awc.org/connection/ccstyle.asp?design_method=ASD&connection_type=Lateral+loading&fastener_ types=Nai Aloading_scenario=Single+... 1/1 Page 40 of 40 Spread Footing Schedule Design Per IBC 2021 & ACI 318-19 Typical Properties: Allowable Soil Bearing Pressure: 1.5 ksf Ultimate Factor, F (1.25<F<1.6): 1.4 Minimum Thickness: 10 inches fc: 2.5 ksi f,: 40 ksi Design: Footing Column Size Allowable Soil Load kips Pu kips Min. d in Minimum Ftg Th. in Ftg. Th. Input in As(ult) inA2 As (min) inA2 Rebar Size Rebar Quantity Rebar Spacing in B H in in F- 2 12 24 6.0 8 6 10 10 0.03 0.43 #4 3 9.8 F- 2.5 12 24 9.4 13 6 10 10 0.08 0.54 #4 3 12.8 Quantum Consulting Engineers LLC Project: Lake Ballinger Residence Date: 7/11/24 Job No: 19219.02 1511 Third Avenue, Suite 323 Designer: TAW Sheet: 1 Seattle, WA 98101 Client: grouparchitect Checked By: