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REVIEWED BLD BLD2023-1534+Structural_Calculations+12.7.2023_12.51.33_PM+3940182BUILT engineering RECEIVED Dec 14 2023 STRUCTURAL CALCULATIONS Project: 187xx 94th Ave W House Parcel 00434600004608 Edmonds, WA Designer: LQH LLC 24113 56th Ave W Mountlake Terrace, WA 98043 Engineer: Built Engineering 539 Broadway Ste 305 Tacoma, WA 98402 BLD2023-1534 .,.,.,.,.,.REVIEWED BY CITY OF EDMONDS BUILDING DEPARTMENT BUILT engineering CRITERIA Gravity roof dead asphalt shingles 1/2" plywood 14" TJI 110 @ 16"oc Batt Insulation 5/8" gyp. wallboard miscellaneous total dead + snow floor dead flooring 3/4" plywood 14" TJI 210 @ 16"oc 1/2" gyp. wallboard miscellaneous total dead + live upper dead 1x decking over sleepers deck 3/4" plywood 2x10 @ 16"oc miscellaneous total dead + live main dead decking deck 2x12 @ 12"oc miscellaneous total dead + live walls Hardie Siding 1/2" plywood 2x6 @ 16"oc R21 insulation 1/2" gyp. wallboard miscellaneous 2.5 1.5 1.4 1.5 2.8 2.3 19/ 12.0 psf 37.0 psf 2.0 2.3 2.3 2.2 1.2 12% 10.0 psf 50.0 psf 3.3 2.3 2.8 1.6 16% 10.0 psf 70.0 psf 4.5 4.4 1.1 11% 10.0 psf 70.0 psf 2.0 1.5 1.7 0.8 2.2 0.8 9/ 9.0 psf live live live live snow 25.0 psf residential 40.0 psf residential 60.0 psf residential 60.0 psf ROOF FRAMING KEY scale: 3/32" = V-0" (for reference only, user to verify scale) 2ND FLOOR FRAMING KEY AND FOUNDATION LOADING/PIPE PILE SPACING scale: 3/32" = V-0" (for reference only, user to verify scale) Pile spacing design is for 3" diameter piles with 12.Ok (6 ton) capacity per geotechnical report addendum N O C $ foundation weight included = 250 plf a except where taller M ii stem walls are rn noted, additional m 100 Ibs/ft of height m E 30 �rn is added o u o w o � `O m � N z X f0 E 0 (V aFORTEWEB' Roof, RJ 1 1 piece(s) 14" T31@ 210 @ 24" OC PASSED 2F 23' 1" �. 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 892 @ 4 1/2" 1679 (3.50") Passed (53%) 1.15 1.0 D + 1.0 S (All Spans) Shear (Ibs) 858 @ 5 1/2" 2237 Passed (38%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 5023 @ 12' 5164 Passed (97%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.783 @ 12' 1.179 Passed (L/361) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 1.164 @ 12' 1.571 Passed (L/243) 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 5.50" 5.50" 1.75" 292 600 892 Blocking 2 - Beveled Plate - SPF 5.50" 5.50" 1.75" 292 600 892 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) T Y o/c Bottom Edge (Lu) 24' 4" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 24' 24" 12.0 25.0 roof Member Length : 24' 6 5/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 2/12 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 2 / 50 aFORTEWEB' Roof, RJ2 1 piece(s) 14" T31@ 110 @ 24" OC PASSED 1.44 I Sloped Length: 206 3j4 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. --A 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 757 @ 4 1/2" 1581 (3.50") Passed (48%) 1.15 1.0 D + 1.0 S (All Spans) Shear (Ibs) 723 @ 5 1/2" 2139 Passed (34%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3586 @ 10' 2 1/2" 4301 Passed (83%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.472 @ 10' 2 1/2" 0.990 Passed (L/503) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.701 @ 10' 2 1/2" 1.321 Passed (L/339) 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 5.50" 5.50" 1.75" 247 510 757 Blocking 2 - Beveled Plate - SPF 5.50" 5.50" 1.75" 247 510 757 Blocking • blocking Panels are assumed to carry no loads applied directly above them and the tull load Is applied to the member bung designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 3' 2" o/c Bottom Edge (Lu) 20' 7" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 20' 5" 24" 12.0 25.0 roof 0 Member Length : 20' 8 7/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 1.44/12 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 3 / 50 aFORTEWEB' Roof, R1 1 piece(s) 5 1/2" x 12" 24F-V4 DF Glulam PASSED F1_ I All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3852 @ 20' 1" 9831 (2.75") Passed (39%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3378 @ 1' 5 1/2" 13409 Passed (25%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 18823 @ 10' 2 1/2" 30332 Passed (62%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.600 @ 10' 2 1/2" 0.988 Passed (L/395) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.927 @ 10' 2 1/2" 1.317 Passed (L/256) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 19' 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 Nos. Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Column - HF 5.50" 5.50" 1.50" 1389 2552 3941 Blocking 2 - Column - HF 2.75" 2.75" 1.50" 1358 2495 3852 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) 20' 2" o/c Bottom Edge (Lu) 20' 2" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Snow 11 (1.15) Comments 0 - Self Weight (PLF) 0 to 20' 2 1/4" N/A 16.0 1 - Uniform (PSF) 0 to 20' 2 1/4" (Top) 10' 12.0 25.0 roof System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 4 / 50 aFORTEWEB' Roof, R2 1 piece(s) 4 x 8 DF No.2 PASSED C,verall Length: 33IF'r, 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1553 @ 1 1/2" 6563 (3.00") Passed (24%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1231 @ 10 1/4" 3502 Passed (35%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3011 @ 4' 1 1/2" 3438 Passed (88%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.130 @ 4' 1 1/2" 0.267 Passed (L/741) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.195 @ 4' 1 1/2" 0.313 Passed (L/492) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (5/16"). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on Nos. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Snow Factored 1 - Trimmer - HF 3.00" 3.00" F 1.50" 522 1031 1553 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 522 1031 1553 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. Vertical Loads Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 8' 3" N/A 6.4 -- 1 - Uniform (PSF) 0 to 8' 3" 10' 12.0 25.0 roof 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser Notes 911111111111111111 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 5 / 50 aFORTEWEB' PASSED pr Roof, R3 1 piece(s) 6 x 8 DF No.1 Overall Length: 1= MWA 17 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1109 @ 4" 18906 (5.50") Passed (6%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 937 @ 1' 1" 5376 Passed (17%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3521 @ 7' 5930 Passed (59%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.230 @ 7' 0.667 Passed (L/696) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.364 @ 7' 0.889 Passed (L/439) 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. • Applicable calculations are based on NDs. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Snow Factored 1 - Column - HF 5.50" 5.50" 1.50" 409 700 1109 Blocking 2 - Column - HF 5.50" 5.50" 1.50" 409 700 1109 Blocking • 151ocKing Panels are assumea to carry no ioaas appnea airectiy aoove tnem ana the tuu ioaa is appnea to the memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 14' o/c Bottom Edge (Lu) 14' o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads ' Location (Side) Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 14' N/A 10.4 1 - Uniform (PSF) 0 to 14' (Top) 4' 12.0 25.0 roof System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser Notes r I i 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 6 / 50 aFORTEWEB' Roof, R4 2 piece(s) 2 x 8 HIF No.2 PASSED Overall Length: IF'r, 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 896 @ 1 1/2" 3645 (3.00") Passed (25%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 386 @ 10 1/4" 2501 Passed (15%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 565 @ 1' 6" 2569 Passed (22%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.004 @ 1' 6" 0.092 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.006 @ 1' 6" 0.138 Passed (L/999+) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on Nos. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Snow Factored 1 - Trimmer - HF 3.00" 3.00" F 1.50" 296 600 896 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 296 600 896 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 3' o/c Bottom Edge (Lu) 3' o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 3' N/A 5.5 -- 1 - Uniform (PSF) 0 to 3' 16' 12.0 25.0 roof 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser Notes 911111111111111111 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 7 / 50 aFORTEWEB' Roof, R5 1 piece(s) 5 1/2" x 7 1/2" 24F-V4 DF Glulam PASSED 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3250 @ 1 1/2" 6683 (3.00") Passed (49%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 2594 @ 10 1/2" 8381 Passed (31%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 6642 @ 4' 4" 11859 Passed (56%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.162 @ 4' 4" 0.421 Passed (L/623) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.243 @ 4' 4" 0.561 Passed (L/415) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 8' 5". • 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 Nos. Supports V Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Stud wall - HF 3.00" 3.00" 1.50" 1083 2167 3250 Blocking 2 - Stud wall - HF 3.00" 3.00" 1.50" 1083 2167 3250 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 8' 8" o/c Bottom Edge (Lu) 8' 8" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Snow 11 (1.15) Comments 0 - Self Weight (PLF) 0 to 8' 8" N/A 10.0 1 - Uniform (PSF) 0 to 8' 8" (Top) 20' 12.0 25.0 roof System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 8 / 50 aFORTEWEB' Roof, R6 2 piece(s) 2 x 8 HIF No.2 PASSED pr I Overall Length: i6' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. FBI Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1134 @ 1 1/2" 3645 (3.00") Passed (31%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 782 @ 10 1/4" 2501 Passed (31%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 1421 @ 2' 9" 2569 Passed (55%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.038 @ 2' 9" 0.175 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.057 @ 2' 9" 0.262 Passed (L/999+) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on Nos. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Snow Factored 1 - Trimmer - HF 3.00" 3.00" F 1.50" 378 756 1134 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 378 756 1134 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 6" o/c Bottom Edge (Lu) 5' 6" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 5' 6" N/A 5.5 -- 1 - Uniform (PSF) 0 to 5' 6" 11' 12.0 25.0 roof System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 9 / 50 aFORTEWEB' Roof, R7 2 piece(s) 2 x 8 HIF No.2 PASSED C,verall Length: 39IF'r, 0 8' 3' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 348 @ 1 1/2" 3645 (3.00") Passed (10%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 280 @ 10 1/4" 2501 Passed (11%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 718 @ 4' 4 1/2" 2569 Passed (28%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.047 @ 4' 4 1/2" 0.283 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.075 @ 4' 4 1/2" 0.313 Passed (L/999+) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (5/16"). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on Nos. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Snow Factored 1 - Trimmer - HF 3.00" 3.00" F 1.50" 129 219 348 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 129 219 348 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 8' 9" o/c Bottom Edge (Lu) 8' 9" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads am Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 8' 9" N/A 5.5 -- 1 - Uniform (PSF) 0 to 8' 9" 2' 12.0 25.0 roof System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser Notes 911111111111111111 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 10 / 50 aFORTEWEB' Roof, R8 1 piece(s) 5 1/2" x 9 1/2" 24F-V4 DF Glulam PASSED l 12' 6" 1 o a All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3209 @ 1 1/2" 10725 (3.00") Passed (30%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 2695 @ 1' 1/2" 10615 Passed (25%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 10032 @ 6' 6" 19028 Passed (53%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.273 @ 6' 6" 0.425 Passed (L/560) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.415 @ 6' 6" 0.637 Passed (L/369) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 12' 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 Nos. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 1097 2113 3209 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 1097 2113 3209 None Lateral Bracing sm Bracing Intervals Comments Top Edge (Lu) 13' o/c Bottom Edge (Lu) 13' o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 13' N/A 12.7 1 - Uniform (PSF) 0 to 13' 13' 12.0 25.0 roof 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 11 / 50 aFORTEWEB' Roof, R9 1 piece(s) 5 1/2" x 11 7/8" 24F-V4 DF Glulam PASSED (, 1'-' L f All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 6117 @ 16' 4 1/4" 9831 (2.75") Passed (62%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 5195 @ 15' 2 7/8" 13269 Passed (39%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 24115 @ 8' 4 3/8" 29731 Passed (81%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.545 @ 8' 3 1/4" 0.813 Passed (L/358) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.825 @ 8' 3 1/4" 1.083 Passed (L/236) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 16' 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 Nos. Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Column - HF 2.75" 2.75" 1.52" 1851 3585 5436 Blocking 2 - Column - HF 2.75" 2.75" 1.71" 2072 4045 6117 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) 16' 6" o/c Bottom Edge (Lu) 16' 6" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Snow 0 - Self Weight (PLF) 0 to 16' 5 1/2" N/A 15.9 1 - Uniform (PSF) 4' to 16' 5 1/2" (Top) 20' 12.0 25.0 roof 2 - Uniform (PSF) 0 to 4' (Top) 14' 12.0 25.0 roof System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 12 / 50 aFORTEWEB' Roof, R10 1 piece(s) 4 x 8 DF No.2 PASSED pr 1 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2094 @ 1 1/2" 4253 (3.00") Passed (49%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1583 @ 10 1/4" 3502 Passed (45%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3408 @ 3' 5" 3438 Passed (99%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.105 @ 3' 6" 0.338 Passed (L/771) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.157 @ 3' 6" 0.450 Passed (L/515) 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. • Applicable calculations are based on Nos. Bearing Length Supports FE Available Required Loads to Supports (Ibs) Accessories Dead Snow Factored 1 - Stud wall - HF 3.00" 3.00" 1.50" 694 1400 2094 Blocking 2 - Stud wall - HF 3.00" 3.00" 1.50" 694 1400 2094 Blocking • 151ocKing Panels are assumea to carry no ioaas appnea airectiy aoove mem ana me tuu ioaa is appnea to the memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 57" o/c Bottom Edge (Lu) 7' o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads ' Location (Side) Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 7' N/A 6.4 1 - Uniform (PSF) 0 to 7' (Top) 16' 12.0 25.0 roof System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 13 / 50 aFORTEWEB' Roof, R11 1 piece(s) 3 1/2" x 9 1/2" 24F-V4 DF Glulam PASSED f � 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 770 @ 1 1/2" 6825 (3.00") Passed (11%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 684 @ 1' 1/2" 6755 Passed (10%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 3512 @ 9' 4 1/2" 12109 Passed (29%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.293 @ 9' 4 1/2" 0.617 Passed (L/758) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.481 @ 9' 4 1/2" 0.925 Passed (L/462) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 18' 6". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on Nos. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 301 469 770 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 301 469 770 None Lateral Bracing sm Bracing Intervals Comments Top Edge (Lu) 18' 9" o/c Bottom Edge (Lu) 18' 9" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 18' 9" N/A 8.1 1 - Uniform (PSF) 0 to 18, 9" 2' 12.0 25.0 roof System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 14 / 50 aFORTEWEB' Roof, R12 1 piece(s) 4 x 8 DF No.2 PASSED pr 1 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1967 @ 1 1/2" 4253 (3.00") Passed (46%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1519 @ 10 1/4" 3502 Passed (43%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 3446 @ 3' 9" 3438 Passed (100%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.122 @ 3' 9" 0.363 Passed (L/711) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.183 @ 3' 9" 0.483 Passed (L/475) 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. • Applicable calculations are based on Nos. Bearing Length Supports FE Available Required Loads to Supports (Ibs) Accessories Dead Snow Factored 1 - Stud wall - HF 3.00" 3.00" 1.50" 654 1313 1967 Blocking 2 - Stud wall - HF 3.00" 3.00" 1 1.50" 654 1313 1967 Blocking • 151ocKing Panels are assumea to carry no ioaas appnea airectiy aoove mem ana the tuu ioaa is appnea to the memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6" o/c Bottom Edge (Lu) 7' 6" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads ' Location (Side) Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 7' 6" N/A 6.4 1 - Uniform (PSF) 0 to 7' 6" (Top) 14' 12.0 25.0 roof System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 15 / 50 aFORTEWEB' 2nd Floor, FJ1 1 piece(s) 14" TRO 210 @ 19.2" OC PASSED f 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1451 @ 19' 7 1/2" 1679 (3.50") Passed (86%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 1422 @ 19' 6 1/2" 2237 Passed (64%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 4382 @ 10' 10 1/8" 4490 Passed (98%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.444 @ 10' 5 1/8" 0.481 Passed (L/520) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.639 @ 10' 5 7/8" 0.962 Passed (L/361) 1.0 D + 0.75 L + 0.75 S (All Spans) TJ-ProT"' Rating 47 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 Edger" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProTm Rating include: 1/2" Gypsum ceiling, Perpendicular Partitions. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall - HF 5.50" 5.50" 1.75" 227 640 140 867 Blocking 2 - Stud wall - HF 5.50" 5.50" 2.75" 477 640 660 1451 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) 3' 6" o/c Bottom Edge (Lu) 20' o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Spacing (0.90) (1.00) (1.15) Comments 1 - Uniform (PSF) 0 to 20' 19.2" 10.0 40.0 - floor 2 - Point (lb) 16' 3" N/A 384 800 bearing wall above, 16' roof tributary 0 System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 17 / 50 aFORTEWEB' 2nd Floor, FJ2 1 piece(s) 14" TRO 110 @ 19.2" OC PASSED 17' 1" I All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 698 @ 2 1/2" 1041 (2.25") Passed (67%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 683 @ 3 1/2" 1860 Passed (37%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2976 @ 8' 10" 3740 Passed (80%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.292 @ 8' 10" 0.431 Passed (L/710) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.364 @ 8' 10" 0.863 Passed (L/568) 1.0 D + 1.0 L (All Spans) TJ-ProT" Rating 46 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: 1/2" Gypsum ceiling. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 3.50" 2.25" 1.75" 141 565 707 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 5.50" 1.75" 144 576 720 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) 3' 6" o/c Bottom Edge (Lu) 17' 9" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 17' 10" 19.2" 10.0 40.0 floor 0 System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 18 / 50 aFORTEWEB' 2nd Floor, FJ3 1 piece(s) 14" T]I@ 230 @ 16" OC PASSED r I All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. I Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 653 @ 5 1/2" 1060 (1.75") Passed (62%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 653 @ 5 1/2" 1945 Passed (34%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 3196 @ 10' 3" 4990 Passed (64%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.328 @ 10' 3" 0.490 Passed (L/717) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.409 @ 10' 3" 0.979 Passed (L/574) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating 44 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 Edger" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProTm Rating include: bridging or blocking at max. 8' o.c.. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Hanger on 14" GLB beam 5.50" Hangers 1.75" / - 2 137 547 683 See note ' 2 - Stud wall - HF 5.50" 5.50" 1.75" 136 542 678 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. • z Required Bearing Length / Required Bearing Length with Web Stiffeners Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 2" o/c Bottom Edge (Lu) 20' o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger IUS2.37/14 2.00" N/A 12-10dx1.5 2-Strong-Grip • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 20' 5" 16" 10.0 40.0 floor 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 19 / 50 aFORTEWEB' 2nd Floor, FJ4 1 piece(s) 2 x 12 HF No.2 @ 12" OC PASSED F1 C All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. I Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 524 @ 1 1/2" 911 (1.50") Passed (58%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 460 @ 1' 3/4" 1688 Passed (27%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2020 @ 710" 2577 Passed (78%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.330 @ 7' 10" 0.385 Passed (L/561) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.374 @ 7' 10" 0.771 Passed (L/495) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating N/A N/A N/A N/A • Deflection criteria: LL (L/480) and TL (L/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 Nos. • 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 - Hanger on 11 1/4" HF Ledger 1.50" Hangers 1.50" 63 470 533 See note ' 2 - Hanger on 11 1/4" GLB beam 5.50" Hanger' 1.50" 65 490 555 See note ' • He ranger supporrs, me i orai bearing aimension is equal co me wiam or me macenai mac is supporrmg me nanger • 1 See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' o/c Bottom Edge (Lu) 15' 5" o/c -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger LUS28 1.75" N/A 6-10dx1.5 3-10d 2 - Face Mount Hanger LUS28 1.75" N/A 6-10dx1.5 3-10d • Reter 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 16' 12" 8.0 60.0 deck 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 20 / 50 aFORTEWEB' 2nd Floor, FJ5 1 piece(s) 2 x 12 HF No.2 @ 16" OC PASSED F1 C All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. I Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 246 @ 1 1/2" 911 (1.50") Passed (27%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 161 @ 1' 3/4" 1688 Passed (10%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 333 @ 2' 10" 2577 Passed (13%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.007 @ 2' 10" 0.135 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.008 @ 2' 10" 0.271 Passed (L/999+) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating N/A N/A N/A N/A • Deflection criteria: LL (L/480) and TL (L/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 Nos. • 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 - Hanger on 11 1/4" HF Ledger 1.50" Hangers 1.50" 30 227 257 See note ' 2 - Hanger on 11 1/4" GLB beam 5.50" Hanger' 1.50" 34 253 287 See note ' • He ranger supporrs, me i orai bearing aimension is equal co me wiam or me macenai mac is supporrmg me nanger • 1 See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 55" o/c Bottom Edge (Lu) 5' 5" o/c -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger LUS28 1.75" N/A 6-10dx1.5 3-10d 2 - Face Mount Hanger LUS28 1.75" N/A 6-10dx1.5 3-10d • Reter 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 6' 16" 8.0 60.0 deck 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 21 / 50 aFORTEWEB' 2nd Floor, FJ6 1 piece(s) 2 x 12 HF No.2 @ 24" OC PASSED 9' 10 1/2" f 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 514 @ 1 1/2" 911 (1.50") Passed (56%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 416 @ 1' 3/4" 1688 Passed (25%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1268 @ 5' 3/4" 2577 Passed (49%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.074 @ 5' 3/4" 0.247 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.096 @ T 3/4" 0.494 Passed (L/999+) 1.0 D + 1.0 L (All Spans) TJ-ProT"' Rating N/A N/A N/A N/A • Deflection criteria: LL (L/480) and TL (L/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 Nos. • 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 - Hanger on 11 1/4" HF Ledger 1.50" Hangers 1.50" 122 405 527 See note ' 2 - Hanger on Single 2X SPF plate 6.00" Hanger' 1.50" 131 435 566 See note ' • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 9" o/c Bottom Edge (Lu) 9' 11" o/c -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger LUS28 1.75" N/A 6-10dx1.5 3-10d 2 - Top Mount Hanger 3B212A 2.00" 4-10dx1.5 2-1061.5 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' 6" 24" 12.0 40.0 Default Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 22 / 50 aFORTEWEB' 2nd Floor, FJ7 1 piece(s) 14" T31@ 110 @ 24" OC PASSED I All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 621 @ 4 1/2" 1375 (3.50") Passed (45%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 575 @ 5 1/2" 1860 Passed (31%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1701 @ 6' 2 1/2" 3740 Passed (45%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.086 @ 6' 2 1/2" 0.292 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.107 @ 6' 2 1/2" 0.583 Passed (L/999+) 1.0 D + 1.0 L (All Spans) TJ-ProT" Rating 58 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 EdgeT" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ-ProT" Rating include: 1/2" Gypsum ceiling. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Stud wall - HF 5.50" 5.50" 1.75" 124 497 621 Blocking 2 - Stud wall - HF 5.50" 5.50" 1.75" 124 497 621 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) 4' 9" o/c Bottom Edge (Lu) 12' 5" o/c •TJI joists are only analyzed using Maximum Allowable bracing solutions. -Maximum allowable bracing intervals based on applied load. Vertical Load Location Spacing Dead (0.90) Floor Live (1.00) Comments 1 - Uniform (PSF) 0 to 12' 5" 24" 10.0 40.0 floor 0 System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmail.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 23 / 50 aFORTEWEB' 2nd Floor, F1 1 piece(s) 5 1/2" x 11 7/8" 24F-V4 DF Glulam PASSED 15' 6" I, 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 4910 @ 4" 9467 (4.25") Passed (52%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 3893 @ 1' 5 3/8" 11539 Passed (34%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 17857 @ 8' 2 1/2" 25853 Passed (69%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.511 @ 8' 2 1/2" 0.525 Passed (L/370) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.607 @ 8' 2 1/2" 0.788 Passed (L/311) 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. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 15' 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 Floor Live Snow Factored 1 -Stud wall - HF 5.50" 4.25" 2.20" 785 3940 1642 4972 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 4.25" 2.20" 785 3940 1642 4972 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) 16' 3" o/c Bottom Edge (Lu) 16' 3" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 0 - Self Weight (PLF) 1 1/4" to 16' 3 3/4" N/A 15.9 1 - Uniform (PSF) 0 to 16' S" (Front) 8' 10.0 60.0 25.0 deck 0 System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 24 / 50 aFORTEWEB' 2nd Floor, F2 2 piece(s) 2 x 12 HF No.2 PASSED � 1 0 `. 15' 5 112" 1 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1408 @ 15' 7" 1823 (1.50") Passed (77%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1336 @ 14' 7 3/4" 3375 Passed (40%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 3459 @ 9' 7 9/16" 4482 Passed (77%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.268 @ 8' 3" 0.386 Passed (L/692) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.327 @ 8' 2 5/8" 0.773 Passed (L/566) 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. • Applicable calculations are based on NDS. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Hanger on 11 1/4" HF Ledger 1.50" Hangers 1.50" 145 591 736 See note ' 2 - Hanger on 11 1/4" GLB beam 5.50" Hangers 1 1.50" 228 1211 1439 See note' • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • s See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 3" o/c Bottom Edge (Lu) 15' 6" o/c -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger LUS210-2 2.00" N/A 8-10dxl.5 6-10d 2 - Face Mount Hanger LUS210-2 2.00" N/A 8-10d 6-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location (Side) Tributary Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 1 1/2" to 15' 7" N/A 8.6 1 - Uniform (PSF) 0 to 16' 1/2" (Front) 1' 8.0 60.0 deck 2 - Point (lb) 13' 4 1/2" (Front) N/A 112 840 Stair header reaction 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 25 / 50 aFORTEWEB' 2nd Floor, F3 1 piece(s) 3 1/2" x 14" 1.55E TimberStrand@ LSL PASSED I All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3035 @ 12' 5 1/2" 4725 (1.50") Passed (64%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 2376 @ 11' 3 1/2" 10127 Passed (23%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 8148 @ 7' 1 1/16" 21840 Passed (37%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.151 @ 6' 6 9/16" 0.404 Passed (L/962) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 1 0.196 @ 6' 6 1/2" 0.606 Passed (L/743) 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 - HF 5.50" 5.50" 1.68" 555 1828 2383 Blocking 2 - Hanger on 14" GLB beam 3.50" Hanger' 1.50" 713 2482 3196 See note' • blocking Panels are assumed to carry no ioaas applied directly above them and the tuil load Is applied to the member Deng designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 12' 6" o/c Bottom Edge (Lu) 12' 6" o/c -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HHUS410 3.00" N/A 30-10d 10-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 0 to 12' 5 1/2" N/A 15.3 1 - Uniform (PSF) 0 to 6' 6" (Front) 6' 10.0 40.0 floor 2 - Uniform (PSF) 6' 6" to 12' 9" (Front) 11' 10.0 40.0 floor 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 NWW.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 26 / 50 aFORTEWEB' 2nd Floor, F4 1 piece(s) 3 1/2" x 14" 1.55E TimberStrand@ LSL PASSED f All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1951 @ 19' 8" 4961 (3.50") Passed (39%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 2434 @ 1' 7 1/2" 10127 Passed (24%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 17888 @ 8' 3" 21840 Passed (82%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.636 @ 9' 6 15/16" 0.644 Passed (L/365) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.856 @ 9' 7 1/8" 0.967 Passed (L/271) 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 - HF 5.50" 5.50" 1.79" 674 1866 2540 Blocking 2 - Stud wall - HF 3.50" 3.50" 1.50" 541 1410 1951 Blocking • blocking Panels are assumed to carry no loads applied directly above them and the tull load Is applied to the member Dung designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 16' o/c Bottom Edge (Lu) 19' 10" 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 19' 10" N/A 15.3 1 - Uniform (PSF) 0 to 19' 10" (Front) 1' 10.0 40.0 floor 2 - Point (lb) 8' 3" (Front) N/A 713 2482 Linked from: F3, Support 2 System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmail.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 27 / 50 aFORTEWEB' 2nd Floor, F5 1 piece(s) 3 1/2" x 14" 1.55E TimberStrand@ LSL PASSED I All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 3879 @ 12' 1 1/2" 4725 (1.50") Passed (82%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 3030 @ 10' 11 1/2" 10127 Passed (30%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 10338 @ 6' 9 9/16" 21840 Passed (47%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.186 @ 6' 5" 0.393 Passed (L/763) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.238 @ 6' 5" 0.590 Passed (L/594) 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 - HF 5.50" 5.50" 2.30" 729 2533 3261 Blocking 2 - Hanger on 14" GLB beam 3.50" Hanger' 1.50" 890 3197 4087 See note' • blocking Panels are assumed to carry no loads applied directly above them and the tull load Is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 12' 2" o/c Bottom Edge (Lu) 12' 2" o/c -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HHUS410 3.00" N/A 30-10d 10-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Vertical Loads Location (Side) Tributary Width (0.90) (1.00) Comments 0 - Self Weight (PLF) 0 to 12' 1 1/2" N/A 15.3 1 - Uniform (PLF) 0 to 12' S" (Front) N/A 90.0 360.0 Linked from: F32, Support 2 2 - Uniform (PSF) 6' 5" to 12' 5" (Back) 5' 3" 10.0 40.0 floor 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 28 / 50 aFORTEWEB' 2nd Floor, F6 2 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam® LVL PASSED 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2001 @ 1 1/2" 7613 (3.00") Passed (26%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1610 @ 10 1/4" 4821 Passed (33%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 4131 @ 4' 4 1/2" 7115 Passed (58%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.205 @ 4' 4 1/2" 0.283 Passed (L/498) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.260 @ 4' 4 1/2" 0.313 Passed (L/392) 1.0 D + 1.0 L (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 Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 426 1575 2001 None 2 - Trimmer - H F 3.00" 3.00" 1.50" 426 1575 2001 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 8' 9" o/c Bottom Edge (Lu) 8' 9" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 0 to 8' 9" N/A 7.4 -- 1 - Uniform (PSF) 0 to 8' 9" 9' 10.0 40.0 floor 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser Notes Veyerhaeuser 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 Veyerhaeuser 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-138-, nd/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to iww.weyerhaeuser.com/woodproducts/document-library. 'he product application, input design loads, dimensions and support information have been provided by Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 29 / 50 aFORTEWEB' 2nd Floor, F7 1 piece(s) 4 x 8 DF No.1 PASSED IV 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 2378 @ 1 1/2" 6563 (3.00") Passed (36%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 1776 @ 10 1/4" 3502 Passed (51%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 3722 @ T 4 1/2" 3820 Passed (97%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.101 @ 3' 4 1/2" 0.217 Passed (L/771) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 1 0.150 @ 3' 4 1/2" 0.313 Passed (L/521) 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. • Applicable calculations are based on NDS. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Floor Live Snow Factored 1 - Trimmer - HF 3.00" 3.00" F 1.50" 771 1215 928 2378 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 771 1215 928 2378 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 6' 9" o/c Bottom Edge (Lu) 6' 9" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 6' 9" N/A 6.4 1 - Uniform (PSF) 0 to 6' 9" 9' 10.0 40.0 - floor 2 - Uniform (PSF) 0 to 6' 9" 11' 12.0 - 25.0 roof System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 30 / 50 aFORTEWEB' 2nd Floor, F8 2 piece(s) 2 x 8 HIF No.2 PASSED F"' 0 1 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 569 @ 1 1/2" 3645 (3.00") Passed (16%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 425 @ 10 1/4" 2501 Passed (17%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 890 @ T 4 1/2" 2569 Passed (35%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.034 @ 3' 4 1/2" 0.217 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.055 @ T 4 1/2" 0.313 Passed (L/999+) 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. • Applicable calculations are based on NDS. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Floor Live Snow Factored 1 - Trimmer - HF 3.00" 3.00" F 1.50" 214 135 338 569 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 214 135 338 569 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 6' 9" o/c Bottom Edge (Lu) 6' 9" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 6' 9" N/A 5.5 1 - Uniform (PSF) 0 to 6' 9" 1' 10.0 40.0 - floor 2 - Uniform (PSF) 0 to 6' 9" 4' 12.0 - 25.0 roof System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 31 / 50 .I FO RTE W E B MEMBER REPORT PASSED 2nd Floor, F9 1 piece(s) 5 1/2" x 18" 24F-V4 DF Glulam overall Length: 20 5' 19' 6' I, f 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 7562 @ 4" 19663 (5.50") Passed (38%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 5710 @ 1' 11 1/2" 17490 Passed (33%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 33743 @ 10' 2 1/2" 56987 Passed (59%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.376 @ 10' 2 1/2" 0.494 Passed (L/630) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.527 @ 10' 2 1/2" 0.988 Passed (L/450) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume/size factor of 0.96 that was calculated using length L = 19' 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. Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Column - HF 5.50" 5.50" 2.12" 2165 4900 2297 7562 None 2 - Column - HF 5.50" 5.50" 2.12" 2165 4900 2297 7562 None Lateral Bracing sm Bracing Intervals Comments Top Edge (Lu) 20' 5" o/c Bottom Edge (Lu) 20' 5" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 20' 5" N/A 24.1 1 - Uniform (PSF) 0 to 20' 5" (Front) 8' 10.0 60.0 - covered deck 2 - Uniform (PSF) 0 to 20' 5" (Top) 9' 12.0 - 25.0 roof System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 32 / 50 aFORTEWEB' 2nd Floor, F10 1 piece(s) 5 1/2" x 14" 24F-V4 DF Glulam PASSED 15 6 f All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 6668 @ 15' 11 1/2" 6668 (1.87") Passed (100%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 6713 @ 1' 7 1/2" 15644 Passed (43%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Pos Moment (Ft-Ibs) 18768 @ 7' 8 11/16" 35933 Passed (52%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.253 @ 7' 10 7/8" 0.521 Passed (L/741) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.387 @ 7' 10 5/8" 0.781 Passed (L/484) 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. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 15' 7 1/2". • 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 - Column - HF 5.50" 5.50" 2.52" 3337 3258 4284 8993 None 2 - Hanger on 14" GLB beam 5.50" Hangers 1.87" 2463 3308 2555 6861 See note ' • At nanger supports, the i otai ttearmg dimension is equal to the widtn or the material that is supporting the nanger • 1 See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 16' o/c Bottom Edge (Lu) 16' o/c -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HGUS5.50/14 4.00" N/A 66-10d 22-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (1.15) Comments 0 - Self Weight (PLF) 0 to 15' 11 1/2" N/A 18.7 1 - Uniform (PSF) 0 to 16' 5" (Front) 10' 12.0 40.0 - floor 2 - Uniform (PSF) 1' to 3' (Top) 10' 12.0 - 25.0 roof 3 - Point (lb) 3' (Top) N/A 1097 2113 Linked from: R8, Support 1 4 - Point (lb) 15' 6" (Top) N/A 1097 2113 Linked from: R8, Support 2 5 - Point (lb) 1' (Top) N/A 1097 2113 Linked from: R8, Support 2 ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 33 / 50 aFORTEWEB' 2nd Floor, F11 3 piece(s) 1 3/4" x 7 1/4" 2.0E Microllam® LVL PASSED 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 5304 @ 1 1/2" 11419 (3.00") Passed (46%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear(lbs) 4513 @ 10 1/4" 8317 Passed (54%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 9036 @ 2' 7 3/4" 12273 Passed (74%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.151 @ 3' 2 7/16" 0.208 Passed (L/497) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.212 @ 3' 2 1/4" 0.313 Passed (L/353) 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 - HF 3.00" 3.00" 1.50" 1592 2621 2327 5304 None 2 - Trimmer - H F 3.00" 3.00" 1.50" 1301 2621 2321 5008 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 66" o/c Bottom Edge (Lu) 6' 6" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90) (1.00) (1.15) Comments 0 - Self Weight (PLF) 0 to 6' 6" N/A 11.1 -- -- 1 - Uniform (PLF) 0 to 6' 6" N/A 141.9 400.0 87.5 Linked from: FJl, Support 1 2 - Uniform (PLF) 0 to 6' 6" N/A 102.0 406.5 - Linked from: FJ3, Support 2 3 - Uniform (PSF) 2' 3" to 6' 6" 18' 2.0 - 25.0 roof 4 - Point (lb) 2' 3" N/A 1083 2167 Linked from: R5, Support 2 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser Notes Veyerhaeuser 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 Veyerhaeuser 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-138-, nd/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to A,vw.weyerhaeuser.com/woodproducts/document-library. 'he product application, input design loads, dimensions and support information have been provided by Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 35 / 50 aFORTEWEB' 2nd Floor, F12 2 piece(s) 2 x 8 HIF No.2 PASSED F"' 0 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1583 @ 1 1/2" 3645 (3.00") Passed (43%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 982 @ 10 1/4" 2501 Passed (39%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 1589 @ 2' 3" 2569 Passed (62%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.028 @ 2' 3" 0.142 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.042 @ 2' 3" 0.213 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Floor Live Snow Factored 1 - Trimmer - HF 3.00" 3.00" F 1.50" 512 810 619 1583 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 512 810 619 1583 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 4' 6" o/c Bottom Edge (Lu) 4' 6" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 4' 6" N/A 5.5 1 - Uniform (PSF) 0 to 4' 6" 9' 10.0 40.0 - floor 2 - Uniform (PSF) 0 to 4' 6" 11' 12.0 - 25.0 roof System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 36 / 50 aFORTEWEB' 2nd Floor, F13 2 piece(s) 2 x 12 HF No.2 PASSED All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 566 @ 2" 2734 (2.25") Passed (21%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 275 @ 1' 2 3/4" 3375 Passed (8%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 584 @ 2' 3 1/2" 4482 Passed (13%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.003 @ 2' 3 1/2" 0.142 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.004 @ 2' 3 1/2" 0.213 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Floor Live Factored 1 - Stud wall - SPF 3.50" 2.25' 1.50" 133 458 592 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.50" 133 458 592 1 1/4" Rim Board • Kim noara is assumea to carry an ioaas appirea airecay aoove it, Dypassing the memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 4' 5" o/c Bottom Edge (Lu) 4' 5" 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 4' 5 3/4" N/A 8.6 1 - Uniform (PSF) 0 to 4' 7" (Front) 5' 10.0 40.0 floor/stair System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser Notes I W - 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 37 / 50 aFORTEWEB' 2nd Floor, F14 2 piece(s) 1 3/4" x 11 1/4" 2.0E Microllam® LVL PASSED a 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. r 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 5463 @ 4" 5670 (4.00") Passed (96%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 5418 @ 1' 4 3/4" 8603 Passed (63%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 13081 @ 2' 9" 18558 Passed (70%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.155 @ 4' 9 13/16" 0.253 Passed (L/783) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.252 @ 4' 10 5/16" 0.506 Passed (L/482) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stud wall- HF 5.50" 4.00" 3.85" 2014 663 3453 5466 1 1/2" Rim Board 2 - Hanger on Single 2X HF plate 6.00" Hangers 1.50" 808 671 1082 2123 See note s • 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 • 1 See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 7" o/c Bottom Edge (Lu) 10' 4" o/c -Maximum allowable bracing intervals based on applied load. System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Top Mount Hanger Connector not found N/A N/A N/A N/A • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (1.15) Comments 0 - Self Weight (PLF) 1 1/2" to 10' 5 1/2" N/A 11.5 1 - Uniform (PSF) 0 to 10' 11 1/2" (Top) 2' 12.0 40.0 floor 2 - Point (lb) 5' 4" (Front) N/A 133 458 Linked from: F13, Support 1 3 - Point (lb) 2' 9" (Top) N/A 456 - 950 38sf from R9 sim 4 -Point (Ib) 2' 9" (Top) N/A 1851 3585 Linked from: R9, Support 1 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 38 / 50 aFORTEWEB' 2nd Floor, F15 1 piece(s) 4 x 8 DF No.1 PASSED pr 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1709 @ 1 1/2" 6563 (3.00") Passed (26%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1277 @ 10 1/4" 3045 Passed (42%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2675 @ T 4 1/2" 3322 Passed (81%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.085 @ 3' 4 1/2" 0.217 Passed (L/917) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 1 0.108 @ 3' 4 1/2" 0.313 Passed (L/725) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (5/16"). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Floor Live Factored 1 - Trimmer - HF 3.00" 3.00" F 1.50" 359 1350 1709 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 359 1350 1709 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 6' 9" o/c Bottom Edge (Lu) 6' 9" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 0 to 6' 9" N/A 6.4 -- 1 - Uniform (PSF) 0 to 6' 9" 10' 10.0 40.0 floor 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser Notes Veyerhaeuser 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 Veyerhaeuser 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-138-, nd/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to A,vw.weyerhaeuser.com/woodproducts/document-library. 'he product application, input design loads, dimensions and support information have been provided by Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 39 / 50 aFORTEWEB' 2nd Floor, F16 1 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL PASSED J 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 852 @ 2" 1673 (2.25") Passed (51%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 504 @ 1' 5 1/2" 4655 Passed (11%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1358 @ 3' 5" 12129 Passed (11%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.015 @ 3' 5" 0.217 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.019 @ 3' 5" 0.325 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. 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" 195 683 878 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.50" 195 683 878 1 1/4" Rim Board • Kim board Is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 8" o/c Bottom Edge (Lu) 6' 8" 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 6' 8 3/4" N/A 7.2 -- 1 - Uniform (PSF) 0 to 6' 10" (Front) 5' 10.0 40.0 floor System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 40 / 50 aFORTEWEB' 2nd Floor, F17 1 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL PASSED Overall Length: 12' 5' 11' 6" I, 0 F1 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1592 @ 12' 1" 3012 (4.25") Passed (53%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1239 @ 10' 9 1/2" 4655 Passed (27%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 4927 @ 6' 8" 12129 Passed (41%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.121 @ 6' 8" 0.294 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.158 @ 6' 8" 0.587 Passed (L/891) 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 - HF 5.50" 4.25" 1.50" 239 738 977 1 1/4" Rim Board 2 - Stud wall - HF 5.50" 4.25" 2.25" 368 1247 1615 1 1/4" Rim Board • Kim board Is assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 4" o/c Bottom Edge (Lu) 12' 3" 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 12' 3 3/4" N/A 7.2 1 - Uniform (PSF) 0 to 12' 5" (Front) 1' 10.0 40.0 floor 2 - Point (lb) 6' 8" (Back) N/A 195 683 Linked from: F16, Support 1 3 - Uniform (PSF) 68" to 12' 5" (Back) 3' 6" 10.0 40.0 floor System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 41 / 50 aFORTEWEB' 2nd Floor, F18 2 piece(s) 2 x 12 HF No.2 PASSED Overall Length: 1011 tj-- 1 - 0 ` k r All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 747 @ 10' 5 1/2" 1823 (1.50") Passed (41%) -- 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 1260 @ 1' 4 3/4" 3881 Passed (32%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 3012 @ 2' 9" 5155 Passed (58%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.069 @ 5' 1" 0.253 Passed (L/999+) -- 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.110 @ 5' 7/8" 0.506 Passed (L/999+) -- 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/480) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Bearing Length Supports FE Loads to Supports (Ibs) Accessories Dead Floor Live Snow Factored 1 - Stud wall - HF 5.50" 4.00" 1.50" 522 432 723 1388 1 1/2" Rim Board 2 - Hanger on Single 2X HF plate 6.00" Hanger- 1.50" 286 445 —227 789 See note 1 • 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 • 1 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. System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Top Mount Hanger THA218-2 1.75" 4-10dx1.5 2-10dx1.5 6-10dx1.5 • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Floor Live Snow Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (1.15) Comments 0 - Self Weight (PLF) 1 1/2" to 10' 5 1/2" N/A 8.6 -- 1 - Uniform (PSF) 0 to 10' 11 1/2" (Top) 2' 12.0 40.0 - floor 2 - Point (lb) 2' 9" (Top) N/A 456 - 950 38 sf trib from R9 Sim 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 42 / 50 aFORTEWEB' 2nd Floor, F19 2 piece(s) 2 x 8 HIF No.2 PASSED pr 0 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1410 @ 1 1/2" 3645 (3.00") Passed (39%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 722 @ 10 1/4" 2175 Passed (33%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1064 @ 1' 9" 2234 Passed (48%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.013 @ 1' 9" 0.108 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.016 @ 1' 9" 0.162 Passed (L/999+) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NDS. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Floor Live Factored 1 - Trimmer - HF 3.00" 3.00" F 1.50" 290 1120 1410 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 290 1120 1410 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 3' 6" o/c Bottom Edge (Lu) 3' 6" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 0 to 3' 6" N/A 5.5 -- 1 - Uniform (PSF) 0 to 3' 6" 16' 10.0 40.0 floor 0 System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Weyerhaeuser Notes Veyerhaeuser 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 Veyerhaeuser 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-138-, nd/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to A,vw.weyerhaeuser.com/woodproducts/document-library. 'he product application, input design loads, dimensions and support information have been provided by Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 43 / 50 aFORTEWEB' 2nd Floor, deck stair stringers, L>6' 1 piece(s) 2 x 6 HF No.2 @ 12" OC PASSED 0 1� 9.25 F ; All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 324 @ 2 1/2" 2126 (3.50") Passed (15%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 276 @ 7 7/8" 825 Passed (33%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 656 @ 4' 5 1/2" 801 Passed (82%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.416 @ 4' 5 1/2" 0.537 Passed (L/310) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.503 @ 4' 5 1/2" 0.715 Passed (L/256) 1.0 D + 1.0 L (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on Nos. Supports Bearing Length Loads to Supports (Ibs) Accessories Tntal Available Required Dead Floor Live Factored 1 - Beveled Plate - SPF 3.50" 3.50" 1.50" 56 268 324 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.50" 56 268 324 Blocking • 1:51OcKmg vaneis are assumes ro carry no ioaas appuea airecny aoove mem ano me Tuu ioaa is appuea co me memoer Deing Designeo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 8' 2" o/c Bottom Edge (Lu) 11' 3" 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 8' 11" 12" 10.0 60.0 Default Load Member Length : 11' 7 5/16" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 9.25/12 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 Built Engineering, PLLC ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmail.com 11/22/2023 11:57:53 PM UTC ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: 187xx 94th Ave W House Page 50 / 50 RETAINING DESIGN 40 psf live load surcharge (garage live load per IBC 2018) x 0.3 coefficient from geotech report = total horizontal surcharge of 69 #/ft Fp=5 active D Oo 0 0 00. 0 P=389#/ft dead at garage where traffic surcharge is applied Stem weight = 600 Ibs/ft 8" STEM WITH #4 @ 16" oc, phiMn= 4.1 K-FT/FT Mu = 2.1 K-FT/FT x M 0 E x E Ln rn CO 579 active @ 1.92' vehicle = 69 @ 2.875' Mot=1310 lb ft Mr= 2675 Sliding = 648 Ibs/ft 1/4x12000= 3000 Ibs lateral per pile Footing1weight = 450 Ibs/ft x i x 0 M X x x x x x 648 Ibs 225ftg+(600+389)-328lbs 655#moment+225 wall weight for stabilizing ftg+328 # stabilizing moment-655# moment = moment weight from 231#/ft (dead load) stem=1208#/ft 60 ft 00 ft 50 ft 00 ft fP 5 JOR I V' 9Yd a �4r ° / Yh;1�,• , a IhTage fdZAPpopennicus Pia d P In a tl;Feall K• . / Hi I5 r71�7�' �`111►.. aS ry7ii - Graph Min.Avg.Nlu Eleva6on:6.164.260ft Range Totals. Distance: 1581 ft Elev GaINLpee: 11.2 ft, -264 ft Max Slope: 15.0%. -56.6% Avg Slope: 6.9%, -16.7% Goi Earth lat 47.828474° Ion-122.358197° elev 260 ft eye aft 4805 ft o x 0 ft 250 ft 500 ft 750 ft 1000 ft 1250 ft 1581 ft Kzt WORKSHEET 'aa�� Factor. K„ ►yryr. Se.�l ASCE 7-16 26.8.1 -- ►ry zrry Exposure = B Bldg Height = 25 ft "=+ =i�.r��► =,a••w+a 'r� „c .�, =�u....w Site Elev = 265 ft„�~ W . ESCARPMENT 2-0 RIDGE OR 3-D AXISYMMETRICAL HILL PROFILE 1 -- NOT USED -- -- NOT USED -- -- NOT USED -- Shape = 2-D Escarp H = 258 ft H/2 = 129 ft Lh = 961 ft x = 0 ft z = 25 ft Unobstructed Yes Above Terrain Yes Upper Half3 Yes Site to Crest Upwind H/Lh4 0.268 Calc Kzt ? YES Kj: (K,/H/Lh) Coefficient = 0.75 Kt = 0.20135 K2: (1 - lxl/aLh) a = 1.5 (Figure 26.8-1) K2 = 1 K3: e -7z/Ln 7 = 2.5 (Figure 26.8-1) K3 = 0.93703 Kzt = (1 + K, K2 K3) Kzt = 1.41 1 Hill, ridge, or escarpment is isolated and unobstructed upwind by other similar topographic features of comparable height for 100H or 2 miles (whichever is less) ASCE 7-10 26.8.1 2 The hill, ridge, or escarpment protrudes above the height of the upwind terrain features within a 2-mi radius in any quadrant by a factor of two or more. ASCE 7-10 26.8.1 3 The structure is located as shown in Fig. 26.8-1 in the upper one-half of a hill or ridge or near the crest of an escarpment. ASCE 7-10 26.8.1 4 For H/L h > 0.5, assume H/L h = 0.5 for K 1 and L h = 214 for K2 and K3 Kzt = 1.41 WIND CRITERIA ASCE7-16Ch.27DirectionalProcedure V = 110 mph Kd = 0.85 Exposure = B G = 0.85 h = 25 ft KZt = 1.41 Roof Slope = 2 : 12 = 9.5 ° PRESSURE COEFFICIENTS (Cp) Windward Wall = 0.8 Windward Roof = N/A Leeward Wall = -0.5 Leeward Roof = N/A 1 PRESSURE (PSF) q = 0.00256KZKZtKdV2 Ht Kz qz 0•6xGz1 Gh PWW PLW PWALL PROOF 0-15 0.57 21.2 12.7 8.6 6.2 14.9 15-20 0.62 23.0 13.8 9.4 6.2 15.6 20-25 0.66 24.5 14.7 14.7 10.0 6.2 16.2 N/A 25-30 0.70 26.0 15.6 10.6 6.2 16.9 30-35 0.73 27.1 16.3 11.1 6.2 17.3 35-40 0.76 28.2 16.9 11.5 6.2 17.8 40-45 0.79 29.3 17.6 12.0 6.2 18.2 45-50 0.81 30.1 18.0 12.3 6.2 18.5 ip��E' ASCE 7 Hazards Report WERICAN SOCIETY OF CIVIL ENGINEERS Address: Standard: ASCE/SEl7-16 Latitude: 47.828518 No Address at This Location Risk Category: II Longitude:-122.358091 Soil Class: D - Stiff Soil Elevation: 265.728390803177 ft (NAVD 88) a hftps:Hasce7hazardtool.online/ Page 1 of 3 Wed Oct 25 2023 E® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Stiff Soil Results: Ss 1.298 Sp, N/A S, 0.459 T L 6 Fa 1 PGA: 0.554 Fv N/A PGA M : 0.61 SMs 1.298 FPGA 1.1 SM, N/A le 1 SIDS 0.865 Cv 1.36 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Wed Oct 25 2023 Date Source: USGS Seismic Design Maps hftps:Hasce7hazardtool.online/ Page 2 of 3 Wed Oct 25 2023 BUILT engineering SEISMIC DESIGN ASCE 7-16 Equivalent Lateral Force Procedure Occupancy Category II Table 1-1 Seismic Design Category D Table 11.6-1 Importance Factor 1.00 Table 11.5-1 Site Class D Table 20.3-1 Ss 129.80 %g (from USGS Seismic Hazard Curves, 2014 data) S1 45.90 %g (from USGS Seismic Hazard Curves, 2014 data) Fa 1.00 Table 11.4-1 Fv NA Table 11.4-2 Ct 0.02 Table 12.8-2 x 0.75 Table 12.8-2 hn 20.00 feet (height to highest level) SMs = Fa*Ss 1.2980 Eq. 11.4-1 SM1 = Fv*S1 NA Eq. 11.4-2 Sys = (2/3)*SMs 0.8653 g Eq. 11.4-3 SD1 = (2/3)*SM1 NA g Eq. 11.4-4 Period Ta = Ct*hn^x 0.1891 s Eq. 12.8-7 R 6.5 Table 12.2-1 00 3 Table 12.2-1 Cd 4 Table 12.2-1 Section 9.5.5 ok? Yes Table 12.6-1 Equivalent Lateral Force Procedure (section 12.8) Cs 0.1331 Eq.12.8-2 W, weight 138,675 lb per table below QE 18,462lb Eq.12.8-1 Vertical Force Distribution (section 12.8.3) k = 1.00 Floor Floor Floor Wall Wall Total (LRFD) (ASD) w/ rho=1.3 Level Hx Area Wt. Wt. psf Wt. Wt. WxHx Cvx QE 0.7QE (ft) (ft2) (psf) (k) (k) (k) (k-ft) (%) (k) (k) roof 20.00 3650 12 43.8 7.5 27.4 71.2 1423.5 67.8 12.52 8.77 11.4k floor 10.00 2700 10 27.0 15 40.5 67.5 675.0 32.2 5.94 4.16 5.4k 539 Broadway Ste 305 Tacoma, WA 98406 tel. 253-985-5008 138.7 2098.5 100.0 18.46 12.92 11 /10/2023 Page of ROOF LATERAL - SEISMIC IN () * Plate= 9'-0" at shearwalls except where noted • Redundancy Factor = 1.3 • Wind = 6' trib x 15.6 psf = 94plf N CCD N IANN W - W N 6R*1 -R rnNNIV W �rn m w �O'�cn No C T V N m v rn O at garage only, no hd req'd at 18' wall at house (only (52)plf in wall) O zo N 0 m O M N 12' in analysis distribute 509 garage front : to this wall Rxn Lwall Vplf SW OT HD H:W 94(219) (2.6) 1 (2.9) (2.9) (3.0) 13.25' 8.5' 16.5' 65' (196) (341) (175) (46) SW1 SW2 SW1 SW1 (1.7) (3.0) (2.6) CS16 CS16 (dl=2.5k) HDU2 - .89 => (214) SW1 OK strap @ ds = 2.9k use (2)CS16 at splice plate at garage front strapped header) FLOOR LATERAL - SEISMIC IN () * Plate= 9'-0" at shearwalIs except where noted * Redundancy Factor = 1.3 * Wind = 11' trib x 14.9 psf= 164plf 0�*a X � N N — N V O1 iJ J I I vw of abv included over _y 16' length - strap force transferred through shear panel, induced . . . or m w shearabove= o (2700 )l bs/9'/2sides= (150) plf + 169=319 plf use SW2 X-2—W 4 � n N C } � W m 4 v Tr N A V A N x��lnw�w j pAiv��^1 io A l j� w� A Tr I N Tr Q V O v w��ODA C a W W N 50 % abv rxi Rxn Lwall Vplf SW OT HD H:W -(8.4)� (3.8) (4.2)f (4.2) (4.4) 14.811' foundation foundation (257) (381) SW2 SW3 (2.3) (3.4+3.0=6.4) HDU2 HDU4 (dl=3.7) - .94 => 427 SW3 OK - - Diaphragm load = 3.6(1.8) = max 180(90) plf in diaphragm, unblocked OK, use 8d@4"oc min. nailing to drag struts STRAP FORCE= 2.8(1.4) (2)CS16 75' ate 1 50 % abv rxn