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REV1 REVIEWED BLD RESUB1 BLD2021-0812+Structural_Calculations+9.11.2024_1.57.10_PM+4494371ESGDESIGN REVISION RESUB Sep 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0812 Eli Grassley, P.E. STRUCTURAL CALCULATION5 FOR EDMONDS HOMES -UNIT 4 Edmonds, AA PREPARED BY: ESG Of51GN, PLLG July Z4, ZOZ4 ENGINEERED • STRUCTURES • GLOBAL • DESIGN 7-24 2024 ' WA5///� \ 41810. Q�kG1SI' ._y'`" At EC ESG Design, PLLC - 12540 202nd PL SE, Issaquah, WA 98027 1 engineer@esg-design.com 1 206-660-2044 ESGDESIGN GRAVITY DESIGN Eli Grassley, P.E. ENGINEERED • STRUCTURES • GLOBAL • DESIGN I Edmonds — Lot 4 ESGDESIGN ROOF FRAMING SCtTME Eli Grassley, P.E. ENGINEERED STRUCTURES GLOBAL DESIGN Edmonds — Lot 4 a FORTE W GB MEMBER REPORT Unit 4 Roof, Roof Rafters 1 piece(s) 11 7/8" THO 360 @ 24" OC PASSED + + G 0 r IL � 1 F 1_ 9. C 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) 734 @ 2 1/2" 1731 (3.50") Passed (42%) 1.15 1.0 D + 1.0 S (All Spans) Shear (Ibs) 711 @ 3 1/2" 1961 Passed (36%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3214 @ 9' 2" 7107 Passed (45%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.315 @ 9' 2" 0.899 Passed (L/686) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.504 @ 9' 2" 1.199 Passed (L/428) 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Beveled Plate - SPF 3.50" 3.50" 1.75" 276 458 734 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.75" 276 458 734 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) 53" o/c Bottom Edge (Lu) 18' 5" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. -Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Vertical Load Location Spacing Dead (0.90) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 18' 4" 24" 15.0 25.0 Roof Member Length : 18' 5 3/4" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 1/12 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/24/2024 11:57:33 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 ESG Design www.esg-design.com BeamChek v2023 licensed to: Markiian Trembach Reg # 5508-68673 Edmonds x4 Lot 4 Beam B1 Prepared by: MT Date: 6/25/24 Selection W 12x 16 50 ksi Wide Flange Steel Lateral Support: Lc = 2.9 ft max. Conditions Actual Size is 4 x 12 in. Min Bearing Length R1= 0.8 in. R2= 0.8 in. (1.0) DL Defl= 0.56 in Recom Camber= 0.83 in Data Attributes Critical Status Ratio Values Adiustments Beam Span 21.2 ft Reaction 1 LL 1781 # Reaction 2 LL 1781 # Beam Wt per ft 16.0 # Reaction 1 TL 5660 # Reaction 2 TL 5660 # Bm Wt Included 339 # Maximum V 5660 # Max Moment 30000 '# Max V (Reduced) N/A TL Max DO L / 240 TL Actual Defl L / 314 LL Max Defl L / 360 LL Actual DO L / 997 Section (in3) Shear (in2) TL DO (in) LL Defl 17.10 2.64 0.81 0.26 10.91 0.28 1.06 0.71 OK OK OK OK 64% 11% 77% 36% Fb (psi) Fv (psi) E (psi x mil) Ref. Value Fy Adjusted Values 50000 33000 50000 29.0 20000 29.0 YP Factor, Lc 0.66 0.40 Loads Uniform LL: 168 Uniform TL: 518 = A Uniform Load A R1 = 5660 R2 = 5660 SPAN = 21.2 FT Uniform and partial uniform loads are Ibs per lineal ft. .I FORTE W E B MEMBER REPORT Unit 4 Roof, B1 Exterior wall post 3 piece(s) 2 x 6 HF No.2 PASSED Drawing is Conceptual Wall Height: 8' Member Height: 7' 7 1/2" Tributary Width: 1' Design Results dual Allowed Result LDF Load: Combination Slenderness 20 50 Passed (41%) Compression (Ibs) 5807 11716 Passed (50%) 1.15 1.0 D + 1.0 S Plate Bearing (Ibs) 5807 10519 Passed (55%) -- 1.0 D + 1.0 S Lateral Reaction (Ibs) 58 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 51 3960 Passed (1%) 1.60 1.0 D + 0.6 W Lateral Moment(ft-Ibs) 111 @ mid -span 3315 Passed (3%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.04 @ mid -span 0.76 Passed (L/2473) 1.0 D + 0.45 W + 0.75 L + 0.75 S Bending/Compression 0.48 1 Passed (48%) 1.15 1.0 D + 1.0 S • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. • The column stability factor (Kf = 0.6) applied to this design assumes nailed built-up columns per NDS section 15.3.3. For Weyerhaeuser ELP products refer to the U.S. Wall Guide for multiple -member connection requirements. Supports Type Material Top Dbl 2X Spruce -Pine -Fir Base 2X Spruce -Pine -Fir Max Unbraced Length Comments 177 1/2" Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 12 N/A System : Wall Member Type : Column Building Code : IBC 2021 Design Methodology : ASD • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Snow Vertical Load Tributary Width ■ (0.90) (1.15) Comments 1 - Point (lb) N/A 2001 3806 BI Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.5 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33% Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/25/2024 8:45:55 PM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FO RT E W E B MEMBER REPORT PASSED Unit 4 Roof, Beam B2 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam Overall Length. 18' 1" 17 6 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) 4601 @ 2" 8181 (3.50") Passed (56%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3980 @ 1' 2" 11733 Passed (34%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 19299 @ 8' 11" 23244 Passed (83%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.754 @ 9' 1/8" 0.887 Passed (L/282) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 1.149 @ 9' 1/8" 1.183 Passed (U385) 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 = 17' 9". • 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 3.50" 3.50" 1.97" 1578 3023 4601 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.85" 1490 2840 4330 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) 18' 1" o/c Bottom Edge (Lu) 18' 1" 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 18' 1" N/A 14.0 1 - Uniform (PSF) 0 to 6' 4" (Front) 14' 12.0 25.0 Roof 2 - Uniform (PSF) 6' 4" to 18' (Front) 1 12' 6" 12.0 25.0 Roof • Side loads are assumed to not induce cross -grain tension. Member Length : 18' 1" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/25/2024 8:41:19 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 .I FORTE W E B MEMBER REPORT Unit 4 Roof, B2 post 1 piece(s) 4 x 6 HF No.2 PASSED Drawing is Conceptual Wall Height: 8' Member Height: 7' 7 1/2" Tributary Width: 1' Design Results Actual Allowed Result LDF Load: Combination Slenderness 26 50 Passed (52%) Compression (Ibs) 4606 9966 Passed (46%) 1.15 1.0 D + 1.0 S Plate Bearing (Ibs) 4606 12031 Passed (38%) -- 1.0 D + 1.0 S Lateral Reaction (Ibs) 58 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 51 3080 Passed (2%) 1.60 1.0 D + 0.6 W Lateral Moment(ft-Ibs) 111 @ mid -span 2561 Passed (4%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.04 @ mid -span 0.76 Passed (L/2304) 1.0 D + 0.45 W + 0.75 L + 0.75 S Bending/Compression 0.45 1 Passed (45%) 1.15 1.0 D + 1.0 S • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. Supports Type Material Top Dbl 2X Douglas Fir -Larch Base 2X Douglas Fir -Larch Max Unbraced Length Comments 177 1/2" Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A System : Wall Member Type: Column Building Code : IBC 2021 Design Methodology : ASD • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Vertical Load Tributary Width Dead (0.90) Snow (1.15) Comments 1 - Point (lb) N/A 1578 3028 B2 Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.5 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33% Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 2:16:41 AM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 .I FORTE W E B MEMBER REPORT Unit 4 Roof, 81-82 post 1 piece(s) 3 1/2" x 5 1/4" 1.8E Parallam@ PSL PASSED Wall Height: 8' Member Height: 7' 7 1/2" Tributary Width: 1' Design Results Actual Allowed Result LDF Load: Combination Slenderness 26 50 Passed (52%) Compression (Ibs) 10413 19133 Passed (54%) 1.15 1.0 D + 1.0 S Plate Bearing (Ibs) 10413 11484 Passed (91%) 1.0 D + 1.0 S Lateral Reaction (Ibs) 58 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 52 4508 Passed (1%) 1.60 1.0 D + 0.6 W Lateral Moment (ft-Ibs) 111 @ mid -span 5761 Passed (2%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.06 @ mid -span 0.76 Passed (L/1420) 1.0 D + 1.0 S Bending/Compression 0.52 1 Passed (52%) 1.15 1.0 D + 1.0 S • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. • Bearing shall be on a metal plate or strap, or on other equivalently durable, rigid, homogeneous material with sufficient stiffness to distribute applied load. Supports Type Material Top Dbl 2X Douglas Fir -Larch Base 2X Douglas Fir -Larch Drawing is Conceptual I Max Unbraced Length Comments 177 112" Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A System : Wall Member Type: Column Building Code : IBC 2021 Design Methodology : ASD • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Vertical Loads Tributary Width Dead (0.90) Snow (1.15) Comments 1 - Point (lb) N/A 2001 3806 B1 2 - Point (lb) N/A 1578 3028 B2 Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.5 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/25/2024 8:48:28 PM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 aFORTEWEB' MEMBER REPORT Unit 4 Roof, Header H1 2 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam@ LVL PASSED 0 I. El 5 2 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) 1429 @ 0 3806 (1.50") Passed (38%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1207 @ 8 3/4" 5544 Passed (22%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3363 @ 4' 8 1/2" 8182 Passed (41%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.169 @ 4' 8 1/2" 0.314 Passed (L/668) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.257 @ 4' 8 1/2" 0.313 Passed (L/440) 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Trimmer - SPF 1.50" 1.50" 1.50" 487 942 1429 None 2 - Trimmer - SPF 1.50" 1.50" 1.50" 487 942 1429 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 5" o/c Bottom Edge (Lu) 9' 5" 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 9' S" N/A 7.4 1 - Uniform (PSF) 0 to 9' 5" 8' 12.0 25.0 Roof 0 Member Length : 9' 5" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/25/2024 9:05:24 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 7M (3).G - R5) ESGDESIGN UPPER FLOOR FRAMING SCHEME Eli Grassley, P.E. ENGINEERED STRUCTURES GLOBAL DESIGN Edmonds — Lot 4 a FO RT E W E B MEMBER REPORT PASSED Unit 4 Upper Level, Joists under upper floor Bearing wall 1 piece(s) 11 7/8" TJIO 360 @ 16" OC 15 S" o a 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) 744 @ 2 1/2" 1202 (2.25") Passed (62%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 730 @ 3 1/2" 1705 Passed (43%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2621 @ 7' 7 1/16" 6180 Passed (42%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.184 @ 7' 10 1/2" 0.396 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.291 @ 7' 10 1/16" 0.792 Passed (L/654) 1.0 D + 0.75 L + 0.75 S (All Spans) TJ-Pro"" Rating 50 40 Passed • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser EdgeTM Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 318 433 259 837 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 202 433 66 635 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 10" o/c Bottom Edge (Lu) 16' 1" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Loads Location Spacing Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 16' 3" 16" 15.0 40.0 - Floor 2 - Point (lb) 3' 5" N/A 195 - 325 Roof Notes Member Length : 16' 1/2" System : Floor Member Type : Joist 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/24/2024 11:50:59 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FO RT E W E B MEMBER REPORT PASSED Unit 4 Upper Level, Joists with Oherhang 1 piece(s) 11 7/8" TJI@ 360 @ 12" OC Overall Length: 24' 7" 3' 21 it C 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) 561 @ 24' 4 1/2" 1202 (2.25") Passed (47%) 1.00 1.0 D + 1.0 L (Alt Spans) Shear (Ibs) 551 @ 24' 3 1/2" 1705 Passed (32%) 1.00 1.0 D + 1.0 L (Alt Spans) Moment (Ft-Ibs) 2806 @ 14' 3 1/4" 6180 Passed (45%) 1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in) 0.420 @ 1T 9 1/8" 0.708 Passed (L/607) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.517 @ 13' 11 3/8" 1.061 Passed (L/493) 1.0 D + 1.0 L (Alt Spans) TJ-Pro"" Rating 38 35 Passed • Deflection criteria: LL (L/360) and TL (L/240). • Overhang deflection criteria: LL (2L/360) and TL (2L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser EdgeTM Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - SPF 3.50" 3.50" 3.50" 411 560 228 1001 Blocking 2 - Stud wall - SPF 3.50" 2.25" 1.75" 134 433/-5 -28 567 1 1/4" Rim Board • 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) 5' 7" o/c Bottom Edge (Lu) 8' 9" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Loads Location Spacing Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 24' 7" 12" 15.0 40.0 - Floor 2 - Point (lb) 2" N/A 176 - 200 Upper floor wall Member Length : 24' 5 3/4" System : Floor Member Type : Joist 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/25/2024 9:24:38 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FO RT E W E B MEMBER REPORT PASSED Unit 4 Upper Level, North Joists under Bearing wall 1 piece(s) 11 7/8" TJIO 360 @ 12" OC 211" a 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) 905 @ 2 1/2" 1382 (2.25") Passed (65%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 896 @ 3 1/2" 1961 Passed (46%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 3863 @ 9' 7 1/4" 6180 Passed (63%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.498 @ W 4 7/8" 0.531 Passed (L/512) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.803 @ W 4 1/4" 1.063 Passed (L/318) 1.0 D + 0.75 L + 0.75 S (All Spans) TJ-Pro"" Rating 38 35 Passed • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser EdgeTM Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - SPF 3.50" 2.25" 1.75" 350 433 313 909 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.75" 230 433 113 663 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 4' 5" o/c Bottom Edge (Lu) 21' 6" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Loads Location Spacing Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 21' 8" 12" 15.0 40.0 - Floor 2 - Point (lb) 5' 10" N/A 255 - 425 Roof 0 Member Length : 21' 5 1/2" System : Floor Member Type : Joist 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 2:22:52 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 aFORTEWEB' MEMBER REPORT Unit 4 Upper Level, Beam B3 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL PASSED 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) 1126 @ 2" 5206 (3.50") Passed (22%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 688 @ 1' 3 3/8" 7897 Passed (9%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1671 @ 3' 3 1/2" 17848 Passed (9%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.012 @ 3' 3 1/2" 0.208 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.017 @ T 3 1/2" 0.313 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 3.50" 1.50" 336 790 1126 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.50" 336 790 1126 Blocking • 131001(ing Naneis are assumea to carry no ioaas appnea airecay aoove tnem ana the ruu ioaa is appuea to me memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 7" o/c Bottom Edge (Lu) 6' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 0 to 6' 7" N/A 12.1 1 - Uniform (PSF) 0 to 6' 7" (Front) 6' 15.0 40.0 Floor • aiae ioaas are assumea to not inauce cross -grain tension. 0 Member Length : 6' 7" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/25/2024 9:49:28 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 aFORTEWEB' MEMBER REPORT Unit 4 Upper Level, Beam B4 1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL PASSED -, 1 Cl . o a 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) 476 @ 2" 1673 (2.25") Passed (28%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 340 @ 1' 3 3/8" 3948 Passed (9%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 948 @ 4' 2 1/2" 8924 Passed (11%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.019 @ 4' 2 1/2" 0.202 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.028 @ 4' 2 1/2" 0.404 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.50" 151 337 488 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.50" 151 337 488 1 1/4" Rim Board • lam boars is assumea to carry aii ioaas appuea airecay aoove it, Dypassing me memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 8' 3" o/c Bottom Edge (Lu) 8' 3" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 1 1/4" to 8' 3 3/4" N/A 6.1 1 - Uniform (PSF) 0 to 8' 5" (Front) 2' 15.0 40.0 Floor • aiae ioaas are assumea to not inauce cross -grain tension. 0 Member Length : 8' 2 1/2" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 1:22:00 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FORTE W GB MEMBER REPORT Unit 4 Upper Level, Beam B5 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL PASSED i I 21 5" o a 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) 1653 @ 21' 10" 3347 (2.25") Passed (49%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1574 @ 20' 8 5/8" 7897 Passed (20%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 10898 @ 10' 3" 17848 Passed (61%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.583 @ 11' 5/16" 0.722 Passed (L/446) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.886 @ 11' 5/16" 1.083 Passed (L/293) 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.50" 505 925 1429 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.50" 577 1082 1659 1 1/4" Rim Board • lam boars is assumea to carry au ioaas appuea airecay aoove it, Dypassing the memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 13' 1" o/c Bottom Edge (Lu) 21' 10" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 1 1/4" to 21' 10 3/4" N/A 12.1 1 - Uniform (PSF) 0 to 22' (Front) 1' 15.0 40.0 Floor 2 - Point (lb) 10' 3" (Front) N/A 336 790 B3 3 - Point (lb) 17' 10" (Front) N/A 151 337 B5 • Slae Was are assumea to not InaUCe cross -grain tension. p Member Length : 21' 9 1/2" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 1:32:48 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 ESG Design www.esg-design.com BeamChek v2023 licensed to: Markiian Trembach Reg # 5508-68673 Edmonds x4 Beam B6 Prepared by: MT Date: 6/25/24 Selection W 12x 14 50 ksi Wide Flange Steel Lateral Support: Lc = 2.5 ft max. Conditions Actual Size is 4 x 11-7/8 in. Min Bearing Length R1= 0.7 in. R2= 0.7 in. (1.0) DL Defl= 0.24 in Recom Camber= 0.35 in Data Attributes Critical Status Ratio Values Adiustments Beam Span 16.5 ft Reaction 1 LL 5658 # Reaction 2 LL 6542 # Beam Wt per ft 14.0 # Reaction 1 TL 8499 # Reaction 2 TL 9714 # Bm Wt Included 231 # Maximum V 9714 # Max Moment 36399 '# Max V (Reduced) N/A TL Max Defl L / 240 TL Actual Defl L / 277 LL Max Defl L / 360 LL Actual Defl L / 414 Section (in3) Shear (in2) TL Defl (in) LL Defl 14.90 2.38 0.71 0.48 13.24 0.49 0.83 0.55 OK OK OK OK 89% 20% 87% 87% Fb (psi) Fv (psi) E (psi x mil) Ref. Value Fy Adjusted Values 50000 33000 50000 29.0 20000 29.0 YP Factor, Lc 0.66 0.40 Loads Uniform LL: 325 Uniform TL: 520 = A Par Unif LL Par Unif TL Start End 328 H = 451 0 6.2 400 1 = 550 6.2 14.6 760 J = 1045 14.6 16.5 0 I H Uniform Load A R1 = 8499 R2 = 9714 SPAN =16.5FT Uniform and partial uniform loads are Ibs per lineal ft. .I FORTE W E B MEMBER REPORT Unit 4 Upper Level, B6 South Post 1 piece(s) 6 x 6 HF No.2 PASSED Wall Height: 9' Member Height: 8' 7 1/2" Tributary Width: 1' Design Results Actual Allowed Result LDF Load: Combination Slenderness 19 50 Passed (38%) Compression (Ibs) 7368 15875 Passed (46%) 1.15 1.0 D + 0.75 L + 0.75 S Plate Bearing (Ibs) 7368 12856 Passed (57%) -- 1.0 D + 0.75 L + 0.75 S Lateral Reaction (Ibs) 65 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 58 4517 Passed (1%) 1.60 1.0 D + 0.6 W Lateral Moment(ft-Ibs) 140 @ mid -span 2126 Passed (7%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.07 @ mid -span 0.86 Passed (L/1543) 1.0 D + 0.45 W + 0.75 L + 0.75 S Bending/Compression 0.75 1 Passed (75%) 1.15 1.0 D + 0.75 L + 0.75 S • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. • This product has a square cross section. The analysis engine has checked both edge and plank orientations to allow for either installation. Supports Type Material Top Dbl 2X Spruce -Pine -Fir Base 2X Spruce -Pine -Fir Drawing is Conceptual Max Unbraced Length Comments 8' Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A System : Wall Member Type: Column Building Code : IBC 2021 Design Methodology : ASD • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Vertical Load Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 1 - Point (lb) N/A 2963 3097 2776 B6 Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.1 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 1:57:05 AM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FORTE W GB MEMBER REPORT Unit 4 Upper Level, Beam B7 1 piece(s) 5 1/2" x 12" 24F-V4 DF Glulam PASSED i + 0 0 F1 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) 8260 @ 4" 9934 (4.25") Passed (83%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 5855 @ 1' 5 1/2" 11660 Passed (50%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 20583 @ 5' 11 1/2" 26400 Passed (78%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl.(in) 0.220 @ 5' 11 1/2" 0.281 Passed (L/614) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.357 @ 5' 11 1/2" 0.563 Passed (L/378) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: ILL (L/480) and TL (L/240). • 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' 3". • 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 Floor Live Snow Factored 1 - Stud wall - SPF 5.50" 4.25" 3.53" 3222 4528 2383 8406 1 1/4" Rim Board 2 - Stud wall - SPF 5.50" 4.25" 3.53" 3222 4528 2383 8406 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 11' 9" o/c Bottom Edge (Lu) 11' 9" 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)Width Comments 0 - Self Weight (PLF) 1 1/4" to 11' 9 3/4" N/A 16.0 1 - Uniform (PSF) 0 to 11' 11" (Front) 19' 15.0 40.0 - Floor 2 - Uniform (PSF) 0 to 11' 11" (Front) 1 16' 15.0 - 25.0 Roof • Side loads are assumed to not induce cross -grain tension. Member Length : 11' 8 1/2" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 2:08:19 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 .I FORTE W E B MEMBER REPORT Unit 4 Upper Level, B7 Post 1 piece(s) 6 x 6 HF No.2 PASSED Wall Height: 9' Member Height: 8' 7 1/2" Tributary Width: 1' Design Results Actual Allowed Result LDF Load: Combination Slenderness 19 50 Passed (38%) Compression (Ibs) 7750 14378 Passed (54%) 1.00 1.0 D + 1.0 L Plate Bearing (Ibs) 8405 12856 Passed (65%) -- 1.0 D + 0.75 L + 0.75 S Lateral Reaction (Ibs) 65 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 58 4517 Passed (1%) 1.60 1.0 D + 0.6 W Lateral Moment(ft-Ibs) 140 @ mid -span 2126 Passed (7%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.07 @ mid -span 0.86 Passed (L/1383) 1.0 D + 0.45 W + 0.75 L + 0.75 S Bending/Compression 0.95 1 Passed (95%) 1.00 1.0 D + 1.0 L • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. • This product has a square cross section. The analysis engine has checked both edge and plank orientations to allow for either installation. Supports Type Material Top Dbl 2X Spruce -Pine -Fir Base 2X Spruce -Pine -Fir Drawing is Conceptual Max Unbraced Length Comments 8' Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A System : Wall Member Type: Column Building Code : IBC 2021 Design Methodology : Aso • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Vertical Load Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 1 - Point (lb) N/A 3222 4528 2383 B7 Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.1 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 2:13:35 AM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 .I FORTE W E B MEMBER REPORT Unit 4 Upper Level, 86-87 Post 1 piece(s) 5 1/4" x 5 1/4" 1.8E Parallam@ PSL PASSED Drawing is Conceptual Wall Height: 9' Member Height: 8' 7 1/2" Tributary Width: 1' Design Results Actual Allowed Result LDF Load: Combination Slenderness 18 50 Passed (37%) Compression (Ibs) 16747 52037 Passed (32%) 1.15 1.0 D + 0.75 L + 0.75 S Plate Bearing (Ibs) 16747 17227 Passed (97%) 1.0 D + 0.75 L + 0.75 S Lateral Reaction (Ibs) 65 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 58 6762 Passed (1%) 1.60 1.0 D + 0.6 W Lateral Moment(ft-Ibs) 140 @ mid -span 8812 Passed (2%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.10 @ mid -span 0.86 Passed (L/1063) 1.0 D + 0.45 W + 0.75 L + 0.75 S Bending/Compression 0.37 1 Passed (37%) 1.15 1.0 D + 0.75 L + 0.75 S • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. • Bearing shall be on a metal plate or strap, or on other equivalently durable, rigid, homogeneous material with sufficient stiffness to distribute applied load. • This product has a square cross section. The analysis engine has checked both edge and plank orientations to allow for either installation. Supports Type Material Top Dbl 2X Douglas Fir -Larch Base 2X Douglas Fir -Larch Max Unbraced Length Comments 8' Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A System : Wall Member Type : Column Building Code : IBC 2021 Design Methodology : Aso • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Vertical Loads Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 1 - Point (lb) N/A 3287 3964 2776 B6 2 - Point (lb) N/A 3222 4528 2383 B7 Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.1 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 2:11:38 AM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FORTE W GB MEMBER REPORT Unit 4 Upper Level, Beam B8 1 piece(s) 5 1/2" x 12" 24F-V4 DF Glulam PASSED i + 0 0 0 r 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) 7750 @ 2" 8181 (3.50") Passed (95%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 5918 @ 1' 3 1/2" 11660 Passed (51%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 23614 @ 6' 9 1/2" 26400 Passed (89%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.343 @ 6' 9 1/2" 0.442 Passed (L/464) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.555 @ 6' 9 1/2" 0.663 Passed (L/286) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: ILL (L/360) and TL (L/240). • 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 = 13' 3". • 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 Floor Live Snow Factored 1 - Stud wall - SPF 3.50" 3.50" 3.32" 2961 4347 2038 7750 Blocking 2 - Stud wall - SPF 3.50" 3.50" 3.32" 2961 4347 2038 7750 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) 13' 7" o/c Bottom Edge (Lu) 13' 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) 0 to 13' 7" N/A 16.0 1 - Uniform (PSF) 0 to 13' 7" (Front) 16' 15.0 40.0 - Floor 2 - Uniform (PSF) 0 to 13' 7" (Front) 1 12' 15.0 - 25.0 Roof • Side loads are assumed to not induce cross -grain tension. Member Length : 13' 7" System : Floor Member Type : Drop 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 3:01:03 AM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 .I FORTE W E B MEMBER REPORT Unit 4 Upper Level, 88 Post 3 piece(s) 2 x 6 HF No.2 PASSED Drawing is Conceptual Wall Height: 9' Member Height: 8' 7 1/2" Tributary Width: 1' Design Results Actual Allowed Result LDF Load: Combination Slenderness 21 50 Passed (43%) Compression (Ibs) 7750 10865 Passed (71%) 1.15 1.0 D + 0.75 L + 0.75 S Plate Bearing (Ibs) 7750 10519 Passed (74%) 1.0 D + 0.75 L + 0.75 S Lateral Reaction (Ibs) 65 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 58 3960 Passed (1%) 1.60 1.0 D + 0.6 W Lateral Moment(ft-Ibs) 140 @ mid -span 3314 Passed (4%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.07 @ mid -span 0.86 Passed (L/1431) 1.0 D + 0.45 W + 0.75 L + 0.75 S Bending/Compression 0.88 1 Passed (88%) 1.15 1.0 D + 0.75 L + 0.75 S • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. • The column stability factor (Kf = 0.6) applied to this design assumes nailed built-up columns per NDS section 15.3.3. For Weyerhaeuser ELP products refer to the U.S. Wall Guide for multiple -member connection requirements. Supports Type Material Top Dbl 2X Spruce -Pine -Fir Base 2X Spruce -Pine -Fir Max Unbraced Length Comments 8' Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A System : Wall Member Type : Column Building Code : IBC 2021 Design Methodology : ASD • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Vertical Load Tributary Width Dead (0.90) Floor Live Snow (1.00) (1.15) Comments 1 - Point (lb) N/A 2961 4347 2038 B8 Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.1 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33% Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 3:03:18 AM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 aFORTEWEB' MEMBER REPORT Unit 4 Upper Level, HDR H2 2 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam@ LVL PASSED 0 I. 1❑ 9 ❑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) 2420 @ 0 3806 (1.50") Passed (64%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 1850 @ 8 3/4" 4821 Passed (38%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 4636 @ 4' 1 1/2" 7115 Passed (65%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.184 @ 4' 1 1/2" 0.275 Passed (L/539) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.298 @ 4' 1 1/2" 0.313 Passed (L/332) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/360) and TL (5/16"). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Trimmer - SPF 1.50" 1.50" 1.50" 928 1320 670 2420 None 2 - Trimmer - SPF 1.50" 1.50" 1.50" 928 1320 670 2420 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 8' 3" o/c Bottom Edge (Lu) 8' 3" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Tributary (0.90) (1.00) (1.1s) Comments Width 0 - Self Weight (PLF) 0 to 8' 3" N/A 7.4 -- -- 1 - Uniform (PSF) 0 to 8' 3" 6' 6" 15.0 - 25.0 Roof 2 - Uniform (PSF) 0 to 8' 3" 8' 15.0 40.0 - Floor 0 Member Length : 8' 3" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 5:58:15 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 aFORTEWEB' MEMBER REPORT Unit 4 Upper Level, HDR H3 2 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam@ LVL PASSED 0 I. El 9' 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) 2333 @ 0 3806 (1.50") Passed (61%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 1881 @ 10 3/4" 7074 Passed (27%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 5395 @ 4' 7 1/2" 12884 Passed (42%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.118 @ 4' 7 1/2" 0.308 Passed (L/937) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.199 @ 4' 7 1/2" 0.463 Passed (L/557) 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Trimmer - SPF 1.50" 1.50" 1.50" 946 925 925 2333 None 2 - Trimmer - SPF 1.50" 1.50" 1.50" 946 925 925 2333 None 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 Snow Vertical Loads Location Tributary (0.90) (1.00) (1.1s) Comments Width 0 - Self Weight (PLF) 0 to 9' 3" N/A 9.4 -- -- 1 - Uniform (PSF) 0 to 9' 3" 8' 15.0 - 25.0 Roof 2 - Uniform (PSF) 0 to 9' 3" 5' 15.0 40.0 - Floor 0 Member Length : 9' 3" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 6:04:49 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FORTE W GB MEMBER REPORT Unit 4 Upper Level, HDR H4 1 piece(s) 5 1/2" x 15" 24F-V4 DF Glulam PASSED C 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) 8549 @ 2" 12513 (3.50") Passed (68%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 7053 @ 1' 6 1/2" 14575 Passed (48%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 37888 @ 9' 3 1/2" 40622 Passed (93%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.511 @ 9' 3 1/2" 0.608 Passed (L/429) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.825 @ 9' 3 1/2" 0.913 Passed (L/266) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: ILL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 0.98 that was calculated using length L = 18' 3". • 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 Floor Live Snow Factored 1 - Trimmer - SPF 3.50" 3.50" 2.39" 3253 5203 1858 8549 None 2 - Trimmer - SPF 3.50" 3.50" 2.39" 3253 5203 1858 8549 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 18' 7" o/c Bottom Edge (Lu) 18' 7" 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 18' 7" N/A 20.0 1 - Uniform (PSF) 0 to 18' 7" 8' 15.0 - 25.0 Roof 2 - Uniform (PSF) 0 to 18' 7" 14' 15.0 40.0 - Floor Member Length : 18' 7" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 6:11:05 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 .I FORTE W E B MEMBER REPORT Unit 4 Upper Level, H4 Post 1 piece(s) 6 x 6 HF No.2 PASSED Wall Height: 8' Member Height: 7' 7 1/2" Tributary Width: 1' Design Results Actual Allowed Result LDF Load: Combination Slenderness 17 50 Passed (33%) Compression (Ibs) 8456 15175 Passed (56%) 1.00 1.0 D + 1.0 L Plate Bearing (Ibs) 8456 12856 Passed (66%) -- 1.0 D + 1.0 L Lateral Reaction (Ibs) 58 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 51 4517 Passed (1%) 1.60 1.0 D + 0.6 W Lateral Moment(ft-Ibs) 111 @ mid -span 2126 Passed (5%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.05 @ mid -span 0.76 Passed (L/1725) 1.0 D + 0.45 W + 0.75 L + 0.75 S Bending/Compression 0.98 1 Passed (98%) 1.00 1.0 D + 1.0 L • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. • This product has a square cross section. The analysis engine has checked both edge and plank orientations to allow for either installation. Supports Type Material Top Dbl 2X Spruce -Pine -Fir Base 2X Spruce -Pine -Fir Drawing is Conceptual I Max Unbraced Length Comments 177 112" Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A System : Wall Member Type: Column Building Code : IBC 2021 Design Methodology : ASD • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Vertical Load Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 1 - Point (lb) N/A 3253 5203 858 HDR Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.5 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 6:12:50 PM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 ESGDESIGN Eli Grassley, P.E. .............................................. MAIN FLOOR FRAMING SCHEME REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT:: .............................................. c ENGINEERED STRUCTURES GLOBAL DESIGN Edmonds — Lot 4 a FO RT E W E B MEMBER REPORT PASSED Unit 4 Main Floor, Garage Floor Joists 1 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL @ 16" OC 1 U' 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) 538 @ 10' 5 1/2" 1969 (1.50") Passed (27%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 432 @ 9' 5 5/8" 3948 Passed (11%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1356 @ 5' 5" 9281 Passed (15%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.033 @ 5' 5" 0.336 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.053 @ 5' 5" 0.504 Passed (L/999+) 1.0 D + 1.0 L (All Spans) TJ-Pro"" Rating 66 35 Passed • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 4% increase in the moment capacity has been added to account for repetitive member usage. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser EdgeTM Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProTM Rating include: None. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 5.50" 4.25" 1.50" 217 361 578 1 1/4" Rim Board 2 - Hanger on 11 7/8" GLB beam 5.50" Hanger' 1.50" 220 367 587 See note' • Rim Board is assumed to carry all loads applied directly above it, bypassing 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' 4" o/c Bottom Edge (Lu) 10' 4" o/c -Maximum allowable bracing intervals based on applied load. Member Length : 10' 4 1/4" System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger IUS1.81/9.5 2.00" N/A 8-10dx1.5 2-10dx1.5 • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Load Location (Side) Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 10' 11" 16" 30.0 50.0 Floor 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 7:04:37 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FO RT E W E B MEMBER REPORT PASSED Unit 4 Main Floor, Garage Beam B9 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam r 108" I r r 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) 4946 @ 4" 12856 (5.50") Passed (38%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 3808 @ 1' 4" 10203 Passed (37%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 12722 @ 5' 9 1/2" 20213 Passed (63%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.176 @ 5' 9 1/2" 0.364 Passed (L/746) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.286 @ 5' 9 1/2" 0.546 Passed (L/458) 1.0 D + 1.0 L (All Spans) • Deflection criteria: ILL (L/360) and TL (L/240). • 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' 11". • 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 Floor Live Factored 1 - Stud wall - SPF 5.50" 5.50" 2.12" 1906 3041 4946 Blocking 2 - Stud wall - SPF 5.50" 5.50" 2.12" 1906 3041 4946 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' 7" o/c Bottom Edge (Lu) 11' 7" 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 11' 7" N/A 14.0 1 - Uniform (PSF) 0 to 11' 7" (Front) 10' 6" 30.0 50.0 Garage • Side loads are assumed to not induce cross -grain tension. Member Length : 11' 7" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 7/24/2024 10:45:15 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FO RT E W E B MEMBER REPORT PASSED Unit 4 Main Floor, B9 Mid Post 1 piece(s) 6 x 6 DF No.1 4 Drawing is Conceptual Post Height: 8' Design Results Actual Allowed Result LDF Load: Combination Slenderness 17 50 Passed (35%) Compression (Ibs) 11335 24796 Passed (46%) 1.00 1.0 D + 1.0 L Base Bearing (Ibs) 11335 898425 Passed (1%) -- 1.0 D + 1.0 L Bending/Compression 0.64 1 Passed (64%) 1.00 1.0 D + 1.0 L • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. Supports Type Material Member Type : Free Standing Post Base Beam Steel Building Code : IBC 2021 Design Methodology : ASD Max Unbraced Length Comments Full Member Length No bracing assumed. Vertical Load Dead (0.90) Floor Live (1.00) Comments 1 - Point (lb) 4367 6968 89 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 7:18:04 PM UTC AForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 .I FORTE W E B MEMBER REPORT Unit 4 Main Floor, B9 End Post 3 piece(s) 2 x 6 HF No.2 PASSED Drawing is Conceptual Wall Height: 8' Member Height: 7' 7 1/2" Tributary Width: 1' Design Results dual Allowed Result LDF Load: Combination Slenderness 20 50 Passed (41%) Compression (Ibs) 3858 11304 Passed (34%) 1.00 1.0 D + 1.0 L Plate Bearing (Ibs) 3858 10519 Passed (37%) -- 1.0 D + 1.0 L Lateral Reaction (Ibs) 58 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 51 3960 Passed (1%) 1.60 1.0 D + 0.6 W Lateral Moment(ft-Ibs) 111 @ mid -span 3315 Passed (3%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.03 @ mid -span 0.76 Passed (L/3376) 1.0 D + 0.45 W + 0.75 L + 0.75 S Bending/Compression 0.28 1 Passed (28%) 1.00 1.0 D + 1.0 L • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. • The column stability factor (Kf = 0.6) applied to this design assumes nailed built-up columns per NDS section 15.3.3. For Weyerhaeuser ELP products refer to the U.S. Wall Guide for multiple -member connection requirements. Supports Type Material Top Dbl 2X Spruce -Pine -Fir Base 2X Spruce -Pine -Fir Max Unbraced Length Comments 177 1/2" Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 12 N/A System : Wall Member Type : Column Building Code : IBC 2021 Design Methodology : ASD • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Dead Floor Live Vertical Load Tributary Width ■ (0.90) (1.00) Comments 1 - Point (lb) N/A 1330 2528 B9 Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.5 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33% Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 7:19:35 PM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 aFORTEWEB' MEMBER REPORT Unit 4 Main Floor, Beam B10 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL PASSED 0 o a 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) 1091 @ 2" 3347 (2.25") Passed (33%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 688 @ 1' 3 3/8" 7897 Passed (9%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1671 @ 3' 3 1/2" 17848 Passed (9%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.012 @ 3' 3 1/2" 0.156 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.017 @ T 3 1/2" 0.313 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.50" 335 790 1125 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.50" 335 790 1125 1 1/4" Rim Board • lam boars is assumea to carry aii ioaas appuea airecay aoove it, Dypassing me memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 5" o/c Bottom Edge (Lu) 6' 5" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 1 1/4" to 6' 5 3/4" N/A 12.1 1 - Uniform (PSF) 0 to 6' 7" (Front) 6' 15.0 40.0 Floor • aiae ioaas are assumea to not inauce cross -grain tension. 0 Member Length : 6' 4 1/2" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 7:51:17 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FORTE W GB MEMBER REPORT Unit 4 Main Floor, Beam BI1 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL PASSED Overall Length 21' 7" 0 1 21 a 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) 752 @ 2" 3347 (2.25") Passed (22%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 737 @ 1' 3 3/8" 7897 Passed (9%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 6586 @ 9' 8" 17848 Passed (37%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl.(in) 0.286 @ 10'5 11/16" 0.531 Passed (L/892) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.466 @ 10' 6 1/8" 1.063 Passed (L/547) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.50" 315 437 752 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.50" 279 353 632 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 21' 5" o/c Bottom Edge (Lu) 21' 5" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 1 1/4" to 21' 5 3/4" N/A 12.1 -- 1 - Point (lb) 9' 8" (Front) N/A 335 790 B10 • Side loads are assumed to not induce cross -grain tension. Member Length : 21' 4 1/2" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 7:53:47 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 ESG Design www.esg-design.com BeamChek v2023 licensed to: Markiian Trembach Reg # 5508-68673 Edmonds Lot 4 Beam B12 Prepared by: MT Date: 7/24/24 Selection W 12x 45 50 ksi Wide Flange Steel Lateral Support: Lc = 7.2 ft max. Conditions Actual Size is 8 x 12 in. Min Bearing Length R1= 1.3 in. R2= 1.3 in. (1.0) DL Defl= 0.30 in Recom Camber= 0.45 in Data Attributes Critical Status Ratio Values Adiustments Beam Span 20.2 ft Reaction 1 LL 14841 # Reaction 2 LL 13354 # Beam Wt per ft 45.0 # Reaction 1 TL 21631 # Reaction 2 TL 19436 # Bm Wt Included 909 # Maximum V 21631 # Max Moment 152657 '# Max V (Reduced) N/A TL Max Defl L / 240 TL Actual Defl L / 253 LL Max Defl L / 360 LL Actual Defl L / 370 Section (in3) Shear (in2) TL Defl (in) LL Defl 58.10 4.04 0.96 0.66 55.51 1.08 1.01 0.67 OK OK OK OK 96% 27% 95% 97% Fb (psi) Fv (psi) E (psi x mil) Ref. Value Fy 50000 Adjusted Values 33000 50000 29.0 20000 29.0 YP Factor, Lc At Point Loads: B = 1.3 0.66 0.40 Provide these minimum bearing lengths in inches or provide web stiffeners. C = 1.3 Loads Uniform LL: 720 Uniform TL: 990 = A Point LL Point TL Distance 6740 B = 10027 9.0 6911 C = 10133 9.0 Uniform Load A Pt loads: 0 R1 = 21631 R2 = 19436 SPAN = 20.2 FT Uniform and partial uniform loads are Ibs per lineal ft. .I FORTE W E B MEMBER REPORT Unit 4 Main Floor, B12 Post 1 piece(s) 5 1/4" x 7" 1.8E Parallam@ PSL PASSED Wall Height: 8' Member Height: 7' 7 1/2" Tributary Width: 1' Design Results Actual Allowed Result LDF Load: Combination Slenderness 17 50 Passed (35%) Compression (Ibs) 19279 69460 Passed (28%) 1.00 1.0 D + 1.0 L Plate Bearing (Ibs) 19279 23336 Passed (83%) -- 1.0 D + 1.0 L Lateral Reaction (Ibs) 58 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 49 9016 Passed (1%) 1.60 1.0 D + 0.6 W Lateral Moment(ft-Ibs) 111 @ mid -span 15024 Passed (1%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.05 @ mid -span 0.76 Passed (L/2028) 1.0 D + 0.45 W + 0.75 L + 0.75 S Bending/Compression 0.30 1 Passed (30%) 1.00 1.0 D + 1.0 L • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. • Bearing shall be on a metal plate or strap, or on other equivalently durable, rigid, homogeneous material with sufficient stiffness to distribute applied load. Supports Type Material Top Dbl 2X TimberStrand@ LSL Base 2X Parallam@ PSL Drawing is Conceptual I Max Unbraced Length Comments 177 112" Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A System : Wall Member Type: Column Building Code : IBC 2021 Design Methodology : ASD • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Vertical Load Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 1 - Point (lb) N/A 6802 12477 2969 B12 Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.5 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33'), Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 8:11:35 PM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 aFORTEWEB' MEMBER REPORT Unit 4 Main Floor, Beam B13 3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL PASSED 0 12 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 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) 5707 @ 4" 9483 (4.25") Passed (60%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 4500 @ 1' 5 3/8" 11845 Passed (38%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 16848 @ 6' 5 1/2" 26772 Passed (63%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.243 @ 6' 5 1/2" 0.306 Passed (L/604) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.342 @ 6' 5 1/2" 0.613 Passed (L/430) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 5.50" 4.25" 2.56" 1666 4133 5799 1 1/4" Rim Board 2 - Stud wall - SPF 5.50" 4.25" 2.56" 1666 4133 5799 1 1/4" Rim Board • lam boars is assumea to carry aii ioaas appuea airecay aoove it, Dypassing me memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 12' 9" o/c Bottom Edge (Lu) 12' 9" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location (Side) Tributary Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 1 1/4" to 12' 9 3/4" N/A 18.2 1 - Uniform (PSF) 0 to 12' 11" (Front) 16' 15.0 40.0 Floor • aiae ioaas are assumea to not inauce cross -grain tension. 0 Member Length : 12' 8 1/2" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 8:54:12 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 .I FORTE W E B MEMBER REPORT Unit 4 Main Floor, B13 Post 1 piece(s) 4 x 6 HF No.2 PASSED Drawing is Conceptual Wall Height: 8' Member Height: 7' 7 1/2" Tributary Width: 1' Design Results Actual Allowed Result LDF Load: Combination Slenderness 26 50 Passed (52%) Compression (Ibs) 5799 9799 Passed (59%) 1.00 1.0 D + 1.0 L Plate Bearing (Ibs) 5799 8181 Passed (71%) 1.0 D + 1.0 L Lateral Reaction (Ibs) 58 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 51 3080 Passed (2%) 1.60 1.0 D + 0.6 W Lateral Moment(ft-Ibs) 111 @ mid -span 2561 Passed (4%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.05 @ mid -span 0.76 Passed (L/1952) 1.0 D + 0.45 W + 0.75 L + 0.75 S Bending/Compression 0.72 1 Passed (72%) 1.00 1.0 D + 1.0 L • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. Supports Type Material Top Dbl 2X Spruce -Pine -Fir Base 2X Spruce -Pine -Fir Max Unbraced Length Comments 177 1/2" Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A System : Wall Member Type: Column Building Code : IBC 2021 Design Methodology : ASD • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Vertical Load Tributary Width Dead (0.90) Floor Live (1.00) Comments 1 - Point (lb) N/A 1666 4133 B13 Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.5 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33% Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 8:55:32 PM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FO RT E W E B MEMBER REPORT PASSED Unit 4 Main Floor, Deck Joists 1 piece(s) 2 x 8 HF No.2 @ 16" OC 2' 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) 437 @ 7' 11 1/4" 2126 (3.50") Passed (21%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 237 @ 7' 2 1/4" 1088 Passed (22%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 499 @ 4' 1/16" 1284 Passed (39%) 1.00 1.0 D + 1.0 L (Alt Spans) Live Load Defl. (in) 0.069 @ 4' 7/8" 0.193 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) Total Load Defl. (in) 0.086 @ 4' 5/8" 0.386 Passed (L/999+) 1.0 D + 1.0 L (Alt Spans) TJ-Pro"" Rating N/A N/A N/A N/A • Deflection criteria: LL (L/480) and TL (L/240). • Overhang deflection criteria: LL (2L/480) and TL (2L/240). • 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. • No composite action between deck and joist was considered in analysis. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25" 1.50" 60 217/-10 278 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 3.50" 1.50" 101 336 437 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) 10' o/c Bottom Edge (Lu) 10' o/c -Maximum allowable bracing intervals based on applied load. Vertical Load Location (Side) Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 10' 1" 16" 12.0 40.0 Default Load Notes Member Length : 9' 11 3/4" System : Floor Member Type : Joist 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 7:33:59 PM UTC ForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds A Units Page 1 / 1 aFORTEWEB' MEMBER REPORT Unit 4 Main Floor, HDR H5 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam@ LVL PASSED 0 F C 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) 5932 @ 9' 5" 8881 (3.50") Passed (67%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 4389 @ 8' 3 5/8" 7897 Passed (56%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 13223 @ 4' 10 3/8" 17848 Passed (74%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.167 @ 4' 9 7/8" 0.308 Passed (L/666) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.244 @ 4' 9 13/16" 0.463 Passed (L/455) 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Trimmer - SPF 3.50" 3.50" 2.15" 1810 3657 839 5467 None 2 - Trimmer - SPF 3.50" 3.50" 2.34" 1876 4056 839 5932 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 7" o/c Bottom Edge (Lu) 9' 7" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.1s) Comments 0 - Self Weight (PLF) 0 to 9' 7" N/A 12.1 1 - Uniform (PSF) 0 to 9' 7" 7' 15.0 - 25.0 Roof 2 - Uniform (PSF) 0 to 9' 7" 8' 15.0 40.0 - Upper Floor 3 - Uniform (PSF) 0 to 9' 7" 8' 15.0 40.0 Main Floor 4 - Uniform (PSF) 2' 8" to 9' 3" 4' 10.0 60.0 Deck 0 Member Length : 9' 7" System : Wall Member Type : Header 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 ESP-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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 7:27:15 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 .I FORTE W E B MEMBER REPORT Unit 4 Main Floor, H5 Post 3 piece(s) 2 x 6 HF No.2 PASSED Drawing is Conceptual Wall Height: 8' Member Height: 7' 7 1/2" Tributary Width: 1' Design Results Actual Allowed Result LDF Load: Combination Slenderness 20 50 Passed (41%) Compression (Ibs) 5467 11304 Passed (48%) 1.00 1.0 D + 1.0 L Plate Bearing (Ibs) 5467 10519 Passed (52%) -- 1.0 D + 1.0 L Lateral Reaction (Ibs) 58 1.60 1.0 D + 0.6 W Lateral Shear (Ibs) 51 3960 Passed (1%) 1.60 1.0 D + 0.6 W Lateral Moment(ft-Ibs) 111 @ mid -span 3315 Passed (3%) 1.60 1.0 D + 0.6 W Total Deflection (in) 0.04 @ mid -span 0.76 Passed (L/2348) 1.0 D + 0.45 W + 0.75 L + 0.75 S Bending/Compression 0.48 1 Passed (48%) 1.00 1.0 D + 1.0 L • Lateral deflection criteria: Wind (L/120) • Input axial load eccentricity for this design is 16.67% of applicable member side dimension. • Applicable calculations are based on NDS. • The column stability factor (Kf = 0.6) applied to this design assumes nailed built-up columns per NDS section 15.3.3. For Weyerhaeuser ELP products refer to the U.S. Wall Guide for multiple -member connection requirements. Supports Type Material Top Dbl 2X Spruce -Pine -Fir Base 2X Spruce -Pine -Fir Max Unbraced Length Comments 177 1/2" Lateral Connections Supports Connector Type/Model Quantity Connector Nailing Top Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A Base Nails 8d (0.113" x 2 1/2") (Toe) 2 N/A System : Wall Member Type : Column Building Code : IBC 2021 Design Methodology : ASD • Nailed connection at the top of the member is assumed to be nailed through the bottom 2x plate prior to placement of the top 2x of the double top plate assembly. Vertical Load Tributary Width Dead (0.90) Floor Live Snow (1.00) (1.15) Comments 1 - Point (lb) N/A 1810 3657 839 HDR Lateral Load Location Tributary Width Wind (1.60) Comments 1 - Uniform (PSF) Full Length 1' 25.5 • ASCE/SEI 7 Sec. 30.4: Exposure Category (B), Mean Roof Height (33% Topographic Factor (1.0), Wind Directionality Factor (0.85), Basic Wind Speed (115), Risk Category(II), Wind Zone (4), GCpi (+/- 0.18), Effective Wind Area determined using full member span and trib. width. • IBC Table 1604.3, footnote f: Deflection checks are performed using 42% of this lateral wind load. 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 7:28:43 PM UTC AForteWEB 0.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 a FORTE W GB MEMBER REPORT Unit 4 Main Floor, HDR H6 2 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam@ LVL PASSED 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) 3216 @ 2" 8881 (3.50") Passed (36%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 2420 @ 1' 3/4" 6151 Passed (39%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 6376 @ 4' 3 1/2" 11204 Passed (57%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.143 @ 4' 3 1/2" 0.275 Passed (L/690) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.192 @ 4' 3 1/2" 0.412 Passed (L/516) 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Trimmer - SPF 3.50" 3.50" 1.50" 813 2403 3216 None 2 - Trimmer - SPF 3.50" 3.50" 1.50" 813 2403 3216 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 8' 7" o/c Bottom Edge (Lu) 8' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location Tributary (0.90) (1.00) Comments Width 0 - Self Weight (PLF) 0 to 8' 7" N/A 9.4 -- 1 - Uniform (PSF) 0 to 8' 7" 8' 15.0 40.0 Floor 2 - Uniform (PSF) 0 to 8' 7" 4' 15.0 60.0 Deck Member Length : 8' 7" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 7:45:43 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1 aFORTEWEB' MEMBER REPORT Unit 4 Main Floor, HDR H7 2 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam@ LVL PASSED 0 I. El 2 r 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) 670 @ 0 3806 (1.50") Passed (18%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 315 @ 8 3/4" 4821 Passed (7%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 461 @ 1' 4 1/2" 7115 Passed (6%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.003 @ 1' 4 1/2" 0.092 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.005 @ 1' 4 1/2" 0.138 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Trimmer - SPF 1.50" 1.50" 1.50" 258 413 670 None 2 - Trimmer - SPF 1.50" 1.50" 1.50" 258 413 670 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 2' 9" o/c Bottom Edge (Lu) 2' 9" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location Tributary (0.90) (1.00) Comments Width 0 - Self Weight (PLF) 0 to 2' 9" N/A 7.4 1 - Uniform (PSF) 0 to 2' 9" 6' 30.0 50.0 Garage 0 Member Length : 2' 9" 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 Mark Trembach ESGD (701) 660-9422 mark.esgd@outlook.com 6/26/2024 7:47:03 PM UTC ForteWEB v3.8, Engine: V8.4.1.22, Data: V8.1.6.2 Weyerhaeuser File Name: Edmonds x4 Units Page 1 / 1