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REVIEWED BLD2023-1474+Structural_Calculations+11.16.2023_1.54.32_PM+3905531BUILT engineering BLD2023-1474 RECEIVED STRUCTURAL CALCULATIONS Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Project: Chris and Zoey Custom Home 19324 88th Avenue West Edmonds, WA Designer: LQH LLC 24113 56th Ave W Mountlake Terrace, WA 98043 Engineer: Built Engineering 539 Broadway Ste 305 Tacoma, WA 98402 REVIEWED BY CITY OF EDMONDS BUILT engineering CRITERIA Gravity roof dead composition roofing over 30# felt 2.5 live 1/2" plywood 1.5 Trusses @ 24"oc (2x12 some areas) 4.0 R49/R38 insulation 1.5 5/8" gyp. wallboard 2.8 miscellaneous 2.7 18% 15.0 psf total dead + snow 40.0 psf upper dead flooring 2.0 live floor 1" plywood 3.2 16" floor trusses @ 24"oc 3.0 1/2" gyp. wallboard 2.2 miscellaneous 1.6 13% 12.0 psf total dead + live 52.0 psf main dead flooring 2.0 live floor 3/4" plywood 2.3 2x10 @ 19.2"oc 2.3 R30 insulation 1.2 miscellaneous 2.2 22% 10.0 psf total dead + live 50.0 psf walls Hardie siding 2.3 1/2" plywood 1.5 2x6 @ 16"oc 1.7 R21 insulation 0.8 1/2" gyp. wallboard 2.2 miscellaneous 0.5 6% 9.0 psf Lateral wind wind importance factor 1.0 basic wind speed 110 mph wind exposure B topographical factor (Kzt) 1.00 seismic seismic importance factor 1.0 latitude 47.824 ° longitude -122.353 ° mapped spectral response 1.295 g (from USGS) accel. at short periods (Ss) seismic design category D response modification factor (R) 6.5 (plywood shearwalls) snow 25.0 psf residential 40.0 psf residential 40.0 psf UPPER ROOF FRAMING KEY (scale: 1 /8" = 1'-0") 24" LWR EAVE I` AL@T OT. OF RAFTERSkE '¢`I `I 24" LWR EAVE II F Jil 91_01, 12" GABLE 9 -�— - ---_ -- - II II II II II / �� 1,12 HFU2 RAFTES 24"O.C. 3TH@ SU/� EE a r - II II II II II II II II— —_-3� R3 �I RIDGES _II_ � [AN -, RIDGE - >� RIDGE � 412 CRICKET OVER HORIZ, VALLEY BLW `L Lql \� \ I �I II II II I 4llFY� � II II II II II II GIRDERTRUSS II II II II II 3X" el �, zn'-toy" ; - R8 — o ROOF SURFACEFWSHES OUT W/FOYER RAFTERS o ROOF TRUSSES @24"O.C. 26'A" PAT CUT T020'-10y" 4:12 PITCH LS FO ACLA ROOF - - = 24" LWR EAVE ITYDED 412 412 �z 6,_0„ 6 GABLE = _ _ BR'G WALLS FOR ROOF TRUSSES ARE SHADED / GIRDER ACE FOR CLARITY Y llF`6A€ E TRUSS zo 1 iV JIIL IIIL RIDGE 0 24" LWR EAVE AVE MONO PITCH TRUSSES @ 24" 3 II O.C. LENGTH TO GIRDER TRUSS 4:12 PITCH. FLAT TOP ASREQ'D SEE MAIN FLOOR ROOF 4:12 CRICKET q@ �� < /�7"— _ A PLAN PAGE 7.I FOR RAFTERSGE T1FYER _----_II a� HORIZ. VALLEY BLWW _ ��o z R1 V_ HIPGIRDER — - �I 4� L9l zoLL MONO PITCH TRUSSES @ 24" O.C.11'-6'LENGTH 4.12PITCH C Rj_ L— — — — — — — — — — — 24" LWR EAVE LINE OF MAIN FLOOR WALLS. SEE MAIN FLOOR ROOF PLAN PAGE 7.1 12"GABLE 3 LOW ROOF FRAMING KEY (scale: 3/32" = V-0") 2,12 OG 2 RAFTERS@ A 2 _2PITCH _-----_—_---- _ — �I r — — — — — — — — — — — — — — — — — DNEONPPERROOAWAIIS.SEE UPPER ROOF PLAN PAGE T2 � � � II -----------------� I I I I I I � I II I I I I I UTWOUO0E7-SE DDi W,uPPERiRDssEs MONO —PITCH LO LOt 0C.12'- 10LNAU55E5@zd LEDGER R. BER OF MONO TRIOS AR BIRD SMOUTH RAFTERS s TO 5IT ON TOP urvE OF UPPER FvEuwa�iz RAFTERS POST DOWN �acna� caNTnEVER ro TO 1. BLES uPPER wall A� AR w rf 26T� AEREERE OSEDR��7 - l C lr'6PBLE��ND PITCH TRUSSES @24"J 11 h 116'-31 - m w O C. 11 SO LENGTH 422 PITCH II II J�, 1"LWREAVE 4,SH,R2E%OSEDRFTRS 3 L IL JI — — J I _JL_ILJIL UPPER FLOOR FRAMING KEY (scale: 3/32" = 'l l UPPER ROOF SHOWN SHADED IN CYAN 11'-7" wau?65LOPISroPPLATE @PDT. DF RAFTERS j- U I 11"GABLE �U� SSFDR PL1Mg eav SH ED PoA pRI1YRR F _ r II 4—R I II III II�III ul I II III I I I 2�s v _ D III III II III III I 1 II IT I II II IIIIpp 11 IIIpIII^"oE. 1 {II:12 PUcn _ _14 53 �I II II II P � III II `YI" u? III ~IIr11�0 of Po # �' 6 �— -- CIF IN— �I HF II— -F� CKK I V IIZ VALL RLK o III III �1, III �III� IIII II� 11 - - # - 1 I _ J' 12 LL1oAo llu_5 rr L U — J'IIIIIII I'ryryII''�— IIII -A0.I--1,J14- JA- IIL-r-L I SUPP-IRU— SIDEW LL S DC -Q, 1 IOU F1sFP ACj 1W�LIF, I I 7 ^ DU P `ERur ��D 4 R6 PL GI of Russ m 1 eA3lF — E1DF1*11" — J U4=1 REF K1� - � - D�F s pN — I uPPLV rHRJ'" N._ZCFCKEiD II ;• ��1 I lye SIDE WALL - — — OR122 VALFY L1 (V U6 RAFTERS O,_A - 4:rz 11CC{{YY IONOP CH RLS l51�P iC — n l—TIII II II III II II -- a2 — — 21 �— MAIN FLOOR FRAMING KEY (scale- 3/32" = 1'-0") UPPER FLOOR/LOW ROOF FRAMING SHOWN SHADED IN CYAN B I�1 7r II II II �'o II II II II II II II II II 82 II II Ilo II II II II I III II II II II II II II II II II fi 0" l4 O STEM WALL RAISED 9D H GFLR 6rSINsmE a AI M si II II III II II mx II II II II II II II II N II II 0 � II—II--tlF i -il—it—Oil `1 M 1 r I II l c II II II II II BIII _ XIII III II I ro tll �II II N II II II -I mitt No - @ _ I II II II II II II II III Ilo V 11 II II - AASTEERlFCEFR ' Erey„ � III 13'-'Q11" II II II II II u" II II OII II II II II III h�Ru s1EEA WA L RA sEN ID 11 e� Alvfi Fire isrs INSIDE u u u�� J1J1II o- n II hII dl TV { d w nJi II Ir Cii) II II --_II II 11 —II II- II==11 III 11= II I II II I II II -�-- --II ---- ------------------------- Iw N = - - aFORTEWEB' Roof, rafters at vaulted space 1 piece(s) 2 x 12 HF No.2 @ 24" OC PASSED 0 17' 6" All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. a Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 681 @ 2 1/2" 2126 (3.50") Passed (32%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 592 @ 1' 2 3/16" 1941 Passed (30%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 2938 @ 9' 1/2" 2964 Passed (99%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.526 @ 9' 1/2" 0.931 Passed (L/425) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.793 @ 9' 1/2" 1.241 Passed (L/282) 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on Nos. Supports Bearing Length Loads to Supports (Ibs) Accessories Tntal Available Required Dead Snow Factored 1 - Beveled Plate - HF 3.50" 3.50" 1.50" 229 452 681 Blocking 2 - Beveled Plate - HF 3.50" 3.50" 1.50" 229 452 681 Blocking • 1:51OcKmg vaneis are assumes ro carry no ioaas appuea Direcoy aoove mem ano me Tuu ioaa is appuea co cne memoer Demg Designeo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 7" o/c Bottom Edge (Lu) 19' 1" o/c -Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Load Location (Side) Spacing (0.90) (1.15) Comments 1 - Uniform (PSF) 0 to 18' 1" 24" 12.0 25.0 vaulted roof (12 psf ok) 0 Member Length : 19' 4 1/2" System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 4/12 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@gmail.com 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 2 / 44 .I FO RTE W E B MEMBER REPORT PASSED Roof, R1 GIRDER TRUSS Overall Length: 26' 10" 26' I, f ❑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) 6888 @ 4 1/2" 6888 (2.62") Passed (100%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 5959 @ 2' 4 1/2" 18354 Passed (32%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 44144 @ 12' 15/16" 76188 Passed (58%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.425 @ 13' 2 13/16" 1.306 Passed (L/737) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.731 @ 13' 2 11/16" 1.742 Passed (L/429) 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 - Hanger on 24" HF beam 4.50" Hangers 2.62" 2936 4117 7053 See note ' 2 - Stud wall - HF 5.50" 5.50" 4.35" 2561 3602 6163 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. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 5" o/c Bottom Edge (Lu) 26' 6" o/c -Maximum allowable bracing intervals based on applied load. System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger MGU3.63-SDS H=24 4.50" N/A 24-SDS25212 16-SDS25212 • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Vertical Loads Location (Side) Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 4 1/2" to 26' 10" N/A 24.5 1 - Uniform (PSF) 0 to 9' (Front) 11' 15.0 25.0 roof 2 - Uniform (PSF) 9' to 26' 7" (Front) 10' 15.0 25.0 roof 3 - Point (lb) 9' (Front) N/A 726 849 Linked from: R2, Support 1 Weyerhaeuser Notes Ill E 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 3 / 44 aFORTEWEB' Roof, R2 GIRDER TRUSS PASSED Overall Length: 20' 11` 20 4 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) 4948 @ 20' 9" 6694 (3.50") Passed (74%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 4395 @ 19' 5 1/2" 14490 Passed (30%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 12226 @ 15' 10 3/8" 31251 Passed (39%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.343 @ 11' 3 13/16" 1.029 Passed (L/720) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.611 @ 11' 3" 1.372 Passed (L/404) 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 - Stud wall - SPF 3.50" 3.50" 1.50" 726 849 1574 Blocking 2 - Stud wall - SPF 3.50" 3.50" 2.59" 2043 2906 4948 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) 12' 10" o/c Bottom Edge (Lu) 20' 11" 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 20' 11" N/A 19.3 1 - Uniform (PSF) 0 to 18' (Top) 2' 15.0 25.0 roof 2 - Uniform (PSF) 18' to 20' 11" (Top) 9' 15.0 25.0 roof 3 - Point (Ib) 18' (Front) N/A 1432 2198 Linked from: R3, Support 1 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 5 / 44 aFORTEWEB' Roof, R3 GIRDER TRUSS PASSED Overall Length: 177Fr" 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) 3629 @ 2" 4463 (3.50") Passed (81%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3027 @ 1' 5 1/2" 9660 Passed (31%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 15355 @ 8' 9 1/2" 20834 Passed (74%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.518 @ 8' 9 1/2" 0.863 Passed (L/400) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.855 @ 8' 9 1/2" 1.150 Passed (L/242) 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 - Stud wall - SPF 3.50" 3.50" 2.85" 1432 2198 3629 Blocking 2 - Stud wall - SPF 3.50" 3.50" 2.85" 1432 2198 3629 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' 4" o/c Bottom Edge (Lu) 177" 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 17' 7" N/A 12.8 -- 1 - Uniform (PSF) 0 to 17' 7" (Front) 10' 15.0 25.0 roof 0 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 4 / 44 aFORTEWEB' Roof, R4 2 piece(s) 2 x 8 HIF No.2 PASSED pr I Overall Length: 96' 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) 406 @ 1 1/2" 3645 (3.00") Passed (11%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 333 @ 10 1/4" 2501 Passed (13%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 915 @ 4' 9" 2569 Passed (36%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.067 @ 4' 9" 0.308 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.114 @ 4' 9" 0.313 Passed (L/976) 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" 169 237 406 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 169 237 406 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 9' 6" o/c Bottom Edge (Lu) 9' 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 9' 6" N/A 5.5 -- 1 - Uniform (PSF) 0 to 9' 6" 2' 15.0 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 6/44 aFORTEWEB' Roof, R5 1 piece(s) 3 1/2" x 9 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) 2983 @ 1 1/2" 6825 (3.00") Passed (44%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 2329 @ 1' 1/2" 6755 Passed (34%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 6718 @ 4' 9" 12109 Passed (55%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.142 @ 4' 9" 0.308 Passed (L/783) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.230 @ 4' 9" 0.463 Passed (L/483) 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 = 9' 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 1143 1841 2983 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 1143 1841 2983 None Lateral Bracing sm Bracing Intervals Comments Top Edge (Lu) 9' 6" o/c Bottom Edge (Lu) 9' 6" 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 9' 6" N/A 8.1 1 - Uniform (PSF) 0 to 9' 6" 15' 6" 15.0 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 7 / 44 aFORTEWEB' Roof, R6 1 piece(s) 3 1/2" x 9 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) 3140 @ 1 1/2" 6825 (3.00") Passed (46%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 2486 @ 1' 1/2" 6755 Passed (37%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 7463 @ 5' 12109 Passed (62%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.175 @ 5' 0.325 Passed (L/668) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.284 @ 5' 0.488 Passed (L/412) 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 = 9' 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" 1203 1937 3140 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 1203 1937 3140 None Lateral Bracing sm Bracing Intervals Comments Top Edge (Lu) 10' o/c Bottom Edge (Lu) 10' 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 10' N/A 8.1 1 - Uniform (PSF) 0 to 10, 15' 6" 15.0 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 8/44 aFORTEWEB' Roof, R7 2 piece(s) 2 x 8 HIF No.2 PASSED pr I Overall Length: b 6' 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) 668 @ 1 1/2" 3645 (3.00") Passed (18%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 492 @ 10 1/4" 2501 Passed (20%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 1003 @ T 3" 2569 Passed (39%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.035 @ 3' 3" 0.208 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.057 @ 3' 3" 0.313 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" 262 406 668 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 262 406 668 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 6" o/c Bottom Edge (Lu) 6' 6" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Tributary Width Dead (0.90) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 6' 6" N/A 5.5 -- 1 - Uniform (PSF) 0 to 6' 6" 5' 15.0 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 9/44 aFORTEWEB' Roof, R8 2 piece(s) 2 x 8 HIF No.2 PASSED pr I Overall Length: b 6' 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) 1643 @ 1 1/2" 3645 (3.00") Passed (45%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1211 @ 10 1/4" 2501 Passed (48%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 2468 @ 3' 3" 2569 Passed (96%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.087 @ 3' 3" 0.208 Passed (L/866) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.140 @ 3' 3" 0.313 Passed (L/535) 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" 627 1016 1643 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 627 1016 1643 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 4' 7" o/c Bottom Edge (Lu) 6' 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 6' 6" N/A 5.5 -- 1 - Uniform (PSF) 0 to 6' 6" 12' 6" 15.0 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 10 / 44 aFORTEWEB' Roof, R9 3 piece(s) 1 1/2" x 14" 1.5E 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) 8795 @ 4" 10024 (5.50") Passed (88%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 5040 @ 1' 7 1/2" 14490 Passed (35%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 20245 @ 11' 6" 31251 Passed (65%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.558 @ 10' 9 11/16" 1.056 Passed (L/454) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.979 @ 10' 9 5/8" 1.408 Passed (L/259) 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 - Stud wall - HF 5.50" 5.50" 4.83" 3734 5062 8795 Blocking 2 - Hanger on 14" HF beam 3.00" Hanger' 1.50" 1038 1300 2338 See note' • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 6' 9" o/c Bottom Edge (Lu) 21' 6" o/c -Maximum allowable bracing intervals based on applied load. System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HU4.75/9 2.50" N/A 18-16d 8-10d • Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Snow Vertical Loads Location (Side) Tributary Width (0.90) (1.15) Comments 0 - Self Weight (PLF) 0 to 21' 5 1/2" N/A 19.3 1 - Uniform (PSF) 0 to 21' 8 1/2" (Top) 1' 15.0 25.0 roof 2 - Point (lb) 11' 6" (Front) N/A 1097 1702 Linked from: R10, Support 2 3 - Point (lb) 1' (Back) N/A 2936 4117 Linked from: R1, Support 1 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 -parry 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 11 / 44 aFORTEWEB' Roof, R10 2 piece(s) 1 1/2" x 14" 1.5E TimberStrand@ LSL PASSED Overall Length: 12' 5 1 j2' 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) 2689 @ 12' 2 1/2" 3870 (1.50") Passed (69%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 2160 @ 11' 1/2" 9660 Passed (22%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 7982 @ 6' 3 1/4" 20834 Passed (38%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.137 @ 6' 3 1/4" 0.594 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.226 @ 6' 3 1/4" 0.792 Passed (L/630) 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 - Stud wall - HF 5.50" 5.50" 2.34" 1115 1724 2840 Blocking 2 - Hanger on 14" HF beam 3.00" Hangers 1.50" 1097 1702 2799 See note s • 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. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 9' 6" o/c Bottom Edge (Lu) 12' 3" o/c -Maximum allowable bracing intervals based on applied load. System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Member Pitch : 0/12 Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger HHUS210-2 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) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 12' 2 1/2" N/A 12.8 1 - Uniform (PSF) 0 to 12' 5 1/2" (Top) 11' 15.0 25.0 roof 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 12 / 44 aFORTEWEB' Roof, R11 2 piece(s) 2 x 8 HIF No.2 PASSED 0 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) 1602 @ 2' 10 1/2" 3645 (3.00") Passed (44%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1598 @ 2' 1 3/4" 2501 Passed (64%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 1399 @ 2' 2569 Passed (54%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.007 @ 1' 6 11/16" 0.092 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.012 @ 1' 6 11/16" 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" 339 414 752 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 716 886 1602 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. Dead Snow Vertical Loads Location Tributary Width (0.90) (1.15) Comments 0 - Self Weight (PLF) 0 to T N/A 5.5 -- 1 - Point (lb) 2' N/A 1038 1300 Linked from: R9, Support 2 rhaeuser Notes 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 13 / 44 aFORTEWEB' Low Roof, LR1 1 piece(s) 3 1/2" x 9 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) 2128 @ 1 1/2" 6825 (3.00") Passed (31%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1662 @ 1' 1/2" 6755 Passed (25%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 4792 @ 4' 9" 12109 Passed (40%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.101 @ 4' 9" 0.308 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.164 @ 4' 9" 0.463 Passed (L/677) 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 = 9' 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 822 1306 2128 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 822 1306 2128 None Lateral Bracing sm Bracing Intervals Comments Top Edge (Lu) 9' 6" o/c Bottom Edge (Lu) 9' 6" 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 9' 6" N/A 8.1 1 - Uniform (PSF) 0 to 9' 6" 11' 15.0 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 14 / 44 aFORTEWEB' Low Roof, LR2 1 piece(s) 6 x 8 DF No.1 PASSED 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) 1461 @ 2" 8181 (3.50") Passed (18%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1231 @ 11" 5376 Passed (23%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 4021 @ 5' 10" 5930 Passed (68%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.180 @ 5' 10" 0.567 Passed (L/756) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.301 @ 5' 10" 0.756 Passed (L/453) 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 Available Required Loads to Supports (Ibs) Accessories Dead Snow Factored 1 - Stud wall - SPF 3.50" 3.50" 1.50" 586 875 1461 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.50" 586 875 1461 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 11' 8" o/c Bottom Edge (Lu) 11' 8" 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 11' 8" N/A 10.4 1 - Uniform (PSF) 0 to 11' 8" (Top) 6' 15.0 25.0 porch roof 0 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 15 / 44 aFORTEWEB' Low Roof, LR3 1 piece(s) 3 1/2" x 9 1/2" 24F-V4 DF Glulam PASSED 0 [[-Mill 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) 1575 @ 1 1/2" 6825 (3.00") Passed (23%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 1379 @ 1' 1/2" 6755 Passed (20%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 6401 @ 8' 4 1/2" 12109 Passed (53%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.417 @ 8' 4 1/2" 0.550 Passed (L/475) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.697 @ 8' 4 1/2" 0.825 Passed (L/284) 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 = 16' 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" 633 942 1575 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 633 942 1575 None Lateral Bracing sm Bracing Intervals Comments Top Edge (Lu) 16' 9" o/c Bottom Edge (Lu) 16' 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 16' 9" N/A 8.1 1 - Uniform (PSF) 0 to 16' 9" 4' 6" 15.0 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 16 / 44 aFORTEWEB' Low Roof, LR4 1 piece(s) 4 x 8 DF 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) 465 @ 1 1/2" 6563 (3.00") Passed (7%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 391 @ 10 1/4" 3502 Passed (11%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 1191 @ 5' 4 1/2" 3438 Passed (35%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.077 @ 5' 4 1/2" 0.350 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.133 @ 5' 4 1/2" 0.313 Passed (L/948) 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" 196 269 465 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 196 269 465 None Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 10' 9" o/c Bottom Edge (Lu) 10' 9" 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 10, 9" N/A 6.4 -- 1 - Uniform (PSF) 0 to 10, 9" 2' 15.0 25.0 roof 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 17 / 44 aFORTEWEB' Low Roof, LR5 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) 526 @ 1 1/2" 3645 (3.00") Passed (14%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 367 @ 10 1/4" 2501 Passed (15%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 680 @ 2' 10" 2569 Passed (26%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.018 @ 2' 10" 0.181 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.029 @ 2' 10" 0.271 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" 207 319 526 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 207 319 526 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 5' 8" o/c Bottom Edge (Lu) 5' 8" 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' 8" N/A 5.5 -- 1 - Uniform (PSF) 0 to 5' 8" 4' 6" 15.0 25.0 roof 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 18 / 44 aFORTEWEB' Low Roof, LR6 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) 1314 @ 1 1/2" 3645 (3.00") Passed (36%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 728 @ 10 1/4" 2501 Passed (29%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 1100 @ 1' 11" 2569 Passed (43%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.013 @ 1' 11" 0.119 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.021 @ 1' 11" 0.179 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" 499 815 1314 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 499 815 1314 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 3' 10" o/c Bottom Edge (Lu) 3' 10" 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 3' 10" N/A 5.5 -- 1 - Uniform (PSF) 0 to 3' 10" 17' 15.0 25.0 roof 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 19 / 44 aFORTEWEB' Roof, LR7 2 piece(s) 2 x 8 HIF No.2 PASSED pr I Overall Length: 9 6' 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) 406 @ 1 1/2" 3645 (3.00") Passed (11%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 333 @ 10 1/4" 2501 Passed (13%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 915 @ 4' 9" 2569 Passed (36%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.067 @ 4' 9" 0.308 Passed (L/999+) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.114 @ 4' 9" 0.313 Passed (L/976) 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" 169 237 406 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 169 237 406 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 9' 6" o/c Bottom Edge (Lu) 9' 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 9' 6" N/A 5.5 -- 1 - Uniform (PSF) 0 to 9' 6" 2' 15.0 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 20 / 44 aFORTEWEB' Upper Floor, U1 1 piece(s) 3 1/2" x 10 1/2" 24F-V4 DF Glulam PASSED 11' 7" 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) 4657 @ 12' 2" 6379 (4.50") Passed (73%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 3713 @ 1' 4" 7466 Passed (50%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Pos Moment (Ft-Ibs) 13218 @ 6' 3" 14792 Passed (89%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.291 @ 6' 3" 0.296 Passed (L/488) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.548 @ 6' 3" 0.592 Passed (L/259) 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 1.00 that was calculated using length L = 11' 10". • 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 Floor Live Snow Factored 1 - Stud wall- HF 5.50" 5.50" 3.33" 2212 1000 2344 4720 Blocking 2 - Stud wall - HF 4.50" 4.50" 3.29" 2183 987 2312 4657 Blocking • blocking Panels are assumeo to carry no ioaos appueo oirectiy aoove tnem ano the twi ioao is appueo to the memoer oemg oesigneo. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 12' 5" o/c Bottom Edge (Lu) 12' 5" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 12' 5" N/A 8.9 1 - Uniform (PSF) 0 to 12' 5" (Front) 4' 12.0 40.0 upper floor 2 - Uniform (PSF) 0 to 12' 5" (Top) 8' 9.0 - wall 3 - Uniform (PSF) 0 to 12' 5" (Top) 15' 15.0 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 21 / 44 aFORTEWEB' Upper Floor, U2 1 piece(s) 3 1/2" x 9 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) 5797 @ 1 1/2" 6825 (3.00") Passed (85%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 5219 @ 1' 1/2" 6755 Passed (77%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 8531 @ 1' 9" 12109 Passed (70%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.064 @ 3' 11/16" 0.208 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.118 @ 3' 9/16" 0.313 Passed (L/634) 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 = 6' 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Trimmer - HF 3.00" 3.00" 2.55" 2701 1300 2828 5797 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 1472 1300 1099 3271 None Lateral Bracing Elm Bracing Intervals Comments Top Edge (Lu) 6' 6" o/c Bottom Edge (Lu) 6' 6" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 6' 6" N/A 8.1 1 - Uniform (PSF) 0 to 6' 6" 10' 12.0 40.0 upper floor 2 - Uniform (PSF) 0 to 6' 6" 10' 9.0 - wall 3 -Uniform (PSF) 0 to 6' 6" 2' 15.0 25.0 roof 4 - Point (lb) 1' 9" N/A 2561 3602 Linked from: R1, Support 2 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 -parry 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 22 / 44 aFORTEWEB' Upper Floor, U3 1 piece(s) 3 1/2" x 9 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) 3249 @ 1 1/2" 6825 (3.00") Passed (48%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 2537 @ 1' 1/2" 5874 Passed (43%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 7316 @ 4' 9" 10529 Passed (69%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.190 @ 4' 9" 0.308 Passed (L/583) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.250 @ 4' 9" 0.463 Passed (L/443) 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. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 9' 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. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Trimmer - HF 3.00" 3.00" 1.50" 779 2470 3249 None 2 - Trimmer - HF 3.00" 3.00" 1.50" 779 2470 3249 None Lateral Bracing Elm Bracing Intervals Comments Top Edge (Lu) 9' 6" o/c Bottom Edge (Lu) 9' 6" 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 9' 6" N/A 8.1 1 - Uniform (PSF) 0 to 9' 6" 13' 12.0 40.0 upper floor 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 23 / 44 aFORTEWEB' Upper Floor, U4 1 piece(s) 3 1/2" x 10 1/2" 24F-V4 DF Glulam 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) 3713 @ 11' 10" 5206 (3.50") Passed (71%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 2911 @ 10' 10" 6493 Passed (45%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-Ibs) 13958 @ 6' 6" 14792 Passed (94%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.305 @ 6' 1 1/2" 0.383 Passed (L/453) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.488 @ 6' 1 9/16" 0.575 Passed (L/283) 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 = 11' 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. Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Stu�wall- 5.50" 5.50" 2.41" 1269 2190 898 3585 Blocking 2 - Stud wall - SPF 3.50" 3.50" 2.50" 1337 2130 1039 3713 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 12' o/c Bottom Edge (Lu) IT 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 12' N/A 8.9 1 - Uniform (PSF) 0 to 12' (Front) 9' 12.0 40.0 floor 2 - Uniform (PSF) 0 to 6' 6" (Front) 1' - 3 - Point (lb) 6' 6" (Top) N/A 1203 1937 Linked from: R6, Support 1 System : Floor Member Type : Drop 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 24 / 44 .I FO RTE W E B MEMBER REPORT PASSED Upper Floor, U5 1 piece(s) 7" x 16" 2.2E Parallam® PSL Gverall Length: 21 7' 51 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) 7287 @ 21' 5" 10413 (3.50") Passed (70%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 6095 @ 19' 11 1/2" 21653 Passed (28%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 39614 @ 11' 6" 69909 Passed (57%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.420 @ 10' 10 1/16" 0.708 Passed (L/607) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.683 @ 10' 10 1/8" 1.063 Passed (L/373) 1.0 D + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • Member should be side -loaded from both sides of the member or braced to prevent rotation. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Floor Live Snow Factored 1 - Stud wall - SPF 3.50" 3.50" 2.40" 2679 4317 1614 7127 Blocking 2 - Stud wall - SPF 3.50" 3.50" 2.45" 2753 4317 1729 1 7287 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) 21' 7" o/c Bottom Edge (Lu) 21' 7" o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads ' Location (Side) Tributary Width (0.90) (1.00) (1.15) Comments 0 - Self Weight (PLF) 0 to 21' 7" N/A 35.0 1 - Uniform (PSF) 0 to 21' 7" (Top) 10' 12.0 40.0 - upper floor 2 - Uniform (PSF) 0 to 21' 7" (Top) 3' 15.0 - 25.0 roof Linked from: R10, 3 - Point (lb) 11' 6" (Top) N/A 1115 1724 Support 1 (transferred by floor girder truss) System : Floor Member Type : Drop 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 25 / 44 aFORTEWEB' Upper Floor, U6 1 piece(s) 5 1/2" x 16" 24F-V4 DF Glulam PASSED Overall Length: 182' 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) 8273 @ 17' 10" 12856 (5.50") Passed (64%) 1.0 D + 1.0 S (All Spans) Shear (Ibs) 6887 @ 16' 4 1/2" 17879 Passed (39%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-Ibs) 34573 @ 10' 3 13/16" 53032 Passed (65%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.305 @ 9' 3 3/16" 0.583 Passed (L/688) 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.559 @ 9' 3 1/8" 0.875 Passed (L/375) 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 0.98 that was calculated using length L = 17' 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. Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Snow Factored 1 - Stu�wall- 5.50" 5.50" 3.06" 3267 3888 7155 Blocking 2 - Stud wall - SPF 5.50" 5.50" 3.54" 3740 4533 8273 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 18' 2" o/c Bottom Edge (Lu) 18' 2" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location (Side) Tributary Width Dead (0.90) Snow (1.15) 0 - Self Weight (PLF) 0 to 18' 2" N/A 21.4 1 - Uniform (PSF) 0 to 12' (Front) 15' 15.0 25.0 roof 2 - Point (lb) 12' (Top) N/A 1038 1300 Linked from: R9, Support 2 3 - Uniform (PSF) 12' to 18' 2" (Front) 17' 15.0 25.0 roof 4 - Uniform (PSF) 0 to 18' 2" (Top) 8' 9.0 - wall System : Floor Member Type : Drop Beam 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 -parry 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 26 / 44 aFORTEWEB' Upper Floor, U7 1 piece(s) 5 1/2" x 10 1/2" 24F-V4 DF Glulam PASSED F_ 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) 6089 @ 5 1/2" 6089 (1.70") Passed (100%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 5277 @ 1' 4" 11733 Passed (45%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Pos Moment (Ft-Ibs) 19981 @ 7' 1/4" 23244 Passed (86%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.374 @ 7' 1/4" 0.438 Passed (L/422) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.649 @ 7' 1/4" 0.656 Passed (L/243) 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 = 13' 1 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 Nos. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Hanger on 10 1/2" PSL beam 5.50" Hangers 1.70" 2757 2808 2194 6508 See note ' 2 - Column - HF 3.50" 3.50" 1.75" 2648 2692 2103 6244 None • 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) 13' 4" o/c Bottom Edge (Lu) 13' 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 1 - Face Mount Hanger HGUS5.50/8 4.00" N/A 36-10d 12-10d • 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) Snow (1.15) Comments 0 - Self Weight (PLF) 5 1/2" to 13' 9" N/A 14.0 1 - Uniform (PSF) 0 to 13' 9" (Front) 10' 12.0 40.0 - upper floor 2 - Uniform (PSF) 0 to 13' 9" (Top) 12' 6" 15.0 - 25.0 roof 3 - Uniform (PSF) 0 to 13' 9" (Top) 8' 9.0 - wall 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 27 / 44 .I FO R T E W E B MEMBER REPORT Upper Floor, U8 1 piece(s) 3 1/2" x 9 1/2" 24F-V4 OF Glulam PASSED �;✓Eraii Leny,n:: 6 - 1 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) 3776 @ 5' 4 1/2" 6825 (3.00") Passed (55%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 2943 @ 4' 5 1/2" 6755 Passed (44%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Pos Moment (Ft-Ibs) 5487 @ 3' 6" 12109 Passed (45%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Live Load Defl. (in) 0.031 @ 2' 10 1/4" 0.175 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.052 @ 2' 10 3/8" 0.262 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. • Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L = 5' 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. 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" 919 1100 877 2402 None 2 - Trimmer - HF 3.00" 3.00" 1.66" 1548 1100 1871 3776 None Lateral Bracing Elm Bracing Intervals Comments Top Edge (Lu) 56" o/c Bottom Edge (Lu) 5' 6" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads Location Tributary Width Dead (0.90) Floor Live (1.00) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 5' 6" N/A 8.1 1 - Uniform (PSF) 0 to 5' 6" 10' 12.0 40.0 - upper floor 2 - Uniform (PSF) 3' 6" to 5' 6" 11' 15.0 - 25.0 roof 3 - Point (lb) 3' 6" N/A 1432 2198 Linked from: R3, Support 2 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 28 / 44 aFORTEWEB' Upper Floor, U9 2 piece(s) 2 x 8 HF No.2 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) 1130 @ 1 1/2" 3645 (3.00") Passed (31%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 578 @ 10 1/4" 2175 Passed (27%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 852 @ 1' 9" 2234 Passed (38%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.008 @ 1' 9" 0.108 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.013 @ 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 Nos. 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" 430 700 88 1130 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 430 700 88 1130 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) Snow (1.15) Comments 0 - Self Weight (PLF) 0 to 3' 6" N/A 5.5 1 - Uniform (PSF) 0 to 3' 6" 10' 12.0 40.0 upper floor 2 - Uniform (PSF) 0 to 3' 6" 10' 9.0 - wall 3 - Uniform (PSF) 0 to 3' 6" 2' 15.0 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 30 / 44 aFORTEWEB' Upper Floor, U10 2 piece(s) 2 x 8 HF No-2 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) 1655 @ 1 1/2" 3645 (3.00") Passed (45%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 762 @ 10 1/4" 2175 Passed (35%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1112 @ 1' 7" 2234 Passed (50%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.011 @ 1' 7" 0.097 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.014 @ 1' 7" 0.146 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 Nos. Bearing Length Supports Available Required Loads to Supports (Ibs) Accessories Dead Floor Live Factored 1 - Trimmer - HF 3.00" 3.00" F 1.50" 389 1267 1655 None 2 - Trimmer - HF 3.00" 3.00" 1 1.50" 389 1267 1655 None Lateral Bracing Bracing Intervals comments Top Edge (Lu) 3' 2" o/c Bottom Edge (Lu) 3' 2" 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' 2" N/A 5.5 -- 1 - Uniform (PSF) 0 to 3' 2" 20' 12.0 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 31 / 44 aFORTEWEB' Main Floor, joists 1 piece(s) 2 x 10 HF No.2 @ 19.2" OC PASSED 0 J 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) 473 @ 2 1/2" 1367 (2.25") Passed (35%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 393 @ 1' 3/4" 1388 Passed (28%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1297 @ 5' 9 1/2" 1917 Passed (68%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.174 @ 5' 9 1/2" 0.279 Passed (L/770) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.226 @ 5' 9 1/2" 0.558 Passed (L/592) 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 - Stud wall - SPF 3.50" 2.25" 1.50" 111 371 482 1 1/4" Rim Board 2 - Stud wall - SPF 3.50" 2.25" 1.50" 111 371 482 1 1/4" Rim Board • Kim uoam is assumea m carry an ioaas appueo aireary aoove a, Dypassmg me memoer Deing oesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 7' 4" o/c Bottom Edge (Lu) 11' 5" 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 11' 7" 19.2" 12.0 40.0 floor 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 32 / 44 aFORTEWEB' PASSED ■ 0 Main Floor, M1 1 piece(s) 4 x 8 DF No.2 Overall Length: 59 1/2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. C Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1524 @ 1/4" 3828 (1.75") Passed (40%) 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1130 @ 9" 3045 Passed (37%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2176 @ 2' 10 3/4" 2989 Passed (73%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.055 @ 2' 10 3/4" 0.192 Passed (L/999+) 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.073 @ 2' 10 3/4" 0.287 Passed (L/948) 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 Nos. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Factored 1 - Column - HF 1.75" 1.75' 1.50" 366 1158 1524 Blocking 2 - Column - HF 1.75" 1.75" 1.50" 366 1158 1524 Blocking • 151ocKing Panels are assumea to carry no ioaas appuea airectiy aoove mem ana me ruu ioaa is appuea to me memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 5' 10" o/c Bottom Edge (Lu) 5' 10" o/c -Maximum allowable bracing intervals based on applied load. Vertical Loads ' Location (Side) Tributary Width Dead (0.90) Floor Live (1.00) Comments 0 - Self Weight (PLF) 0 to 5' 9 1/2" N/A 6.4 1 - Uniform (PSF) 0 to 59 1/2" (Top) 10' 12.0 40.0 floor System : Floor Member Type : Drop Beam 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 33 / 44 aFORTEWEB' PASSED ■ 0 Main Floor, M2 1 piece(s) 4 x 8 DF No.2 Overall Length:43 1/2 All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. C Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 1513 @ 1/4" 3828 (1.75") Passed (40%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 861 @ 9" 3045 Passed (28%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 1393 @ 2' 1 3/4" 2989 Passed (47%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.018 @ 2' 1 3/4" 0.142 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.029 @ 2' 1 3/4" 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 Nos. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Column - HF 1.75" 1.75" 1.50" 551 773 510 1513 Blocking 2 - Column - HF 1.75" 1.75" 1 1.50" 551 773 510 1513 Blocking • 151ocKing Panels are assumea to carry no ioaas appuea airectiy aoove mem ana me ruu ioaa is appuea to me memoer Deing aesignea. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 4' 4" o/c Bottom Edge (Lu) 4' 4" 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 4' 3 1/2" N/A 6.4 1 - Uniform (PSF) 0 to 4' 3 1/2" (Top) 9' 12.0 40.0 - main floor 2 - Uniform (PSF) 0 to 4' 3 1/2" (Front) 9' 6" 15.0 - 25.0 roof System : Floor Member Type : Drop 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 34 / 44 aFORTEWEB' Main Floor, M3 1 piece(s) 5 1/4" x 9 1/4" 2.2E Parallam® PSL V_ 11 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) 5846 @ 2 1/2" 5846 (1.78") Passed (100%) 1.0 D + 0.525 E + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 6282 @ 10' 5 1/4" 10797 Passed (58%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 22619 @ 6' 29797 Passed (76%) 1.60 1.0 D + 0.525 E + 0.75 L + 0.75 S (All Spans) • Deflection criteria: LL (L/480) and TL (1_/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • -914 Ibs uplift at support located at 2 1/2". Strapping or other restraint may be required. • -342 Ibs uplift at support located at 11' 4". Strapping or other restraint may be required. 0 System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Wind Seismic Factored 1 - Hanger on 9 1/4" HF Ledger 2.50" Hanger' 1.78" 2230 262 2488 3173 3217/-3217 5982/-914 See note' 2 - Beam - DF 3.50" 3.50" 2.65" 3183 1928 3154 -2224 3217/-3217 8683/-342 Blocking • 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) 11' 4" o/c Bottom Edge (Lu) 11' 4" o/c -Maximum allowable bracing intervals based on applied load. Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face 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. ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 35 / 44 Dead Floor Live Snow Wind Seismic Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (1.15) (1.60) (1.60) Comments 0 - Self Weight (PLF) 2 1/2" to 11' 6" N/A 15.2 -- -- -- -- 1 - Uniform (PSF) 0 to 11' 6" (Top) 16' 6" 15.0 - 25.0 5.0 roof 2 - Point (lb) 10' (Top) N/A 1269 2190 898 _ Linked from: U4, Support 1 shearwall 3 - Point (lb) 6' (Top) N/A - - - 6000 7158 overturning, incl overstrength on seismic shearwall 4 - Point (lb) 11' (Top) N/A - -6000 -7158 overturning, incl overstrength on seismic 5 -Uniform (PSF) 0 to 11' 6" (Top) 14' 7.0 - - interior wall 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 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 36 / 44 .I FO R T E W E B MEMBER REPORT Main Floor, M3 uplift check (no overstrength) 1 piece(s) 5 1/4" x 9 1/4" 2.2E Parallam® PSL Overall Length: 11' 9 tj2' y 4 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) 5671 @ 6" 5671 (1.73") Passed (100%) 1.0 D + 0.45 W + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 6188 @ 10' 8 3/4" 10797 Passed (57%) 1.15 1.0 D + 0.75 L + 0.75 S (All Spans) Moment (Ft-Ibs) 20493 @ 6' 29797 Passed (69%) 1.60 1.0 D + 0.45 W + 0.75 L + 0.75 S (All Span Live Load Defl.(in) 0.225 @ 5' 11 7/16" 0.278 Passed (L/593) 1.0 D + 0.45 W + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.431 @ 5' 11" 0.556 Passed (L/309) 1.0 D + 0.45 W + 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. 0 System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2018 Design Methodology : ASD Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Wind Seismic Factored 1 - Hanger on Single 2X HF plate 6.00" Hangers 1.73" 2364 320 2632 3197 2011/-2011 6017 See note s 2 - Beam - DF 3.50" 3.50" 2.42" 3150 1870 3130 -2224 2011/-2011 7956 Blocking • rslocKing ranels are assumea to carry no loaas appuea aireary aoove tnem ana the Tull loaa is appuea to the memoer Deing aesignea. • 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) 11' 4" o/c Bottom Edge (Lu) 11' 4" o/c -Maximum allowable bracing intervals based on applied load. Connector: Simpson Strong -Tie Support Model Seat Length Top Fasteners 7 Face Fasteners Member Fasteners Accessories 1 - Top Mount Hanger Connector not found N/A N/A N/A N/A • Reter to manufacturer notes and Instructions for proper Installation and use of all connectors. Dead Floor Live Snow Wind Seismic Vertical Loads Location (Side) Tributary Width (0.90) (1.00) (1.15) (1.60) (1.60) Comments 0 - Self Weight (PLF) 6" to 11' 9 1/2" N/A 15.2 -- -- -- -- 1 - Uniform (PSF) 0 to 11' 9 1/2" (Top) 16' 6" 15.0 - 25.0 5.0 roof 2 - Point (lb) 10' (Top) N/A 1269 2190 898 _ Linked from: U4, Support 1 shearwall 3 - Point (lb) 6' (Top) N/A - - - 6000 4474 overturning, incl overstrength on seismic shearwall 4 - Point (lb) 11' (Top) N/A - -6000 _4474 overturning, incl overstrength on seismic 5 Uniform (PSF) 0 to 11' 9 1/2" (Top) 14' 7.0 - - interior wall ForteWEB Software Operator Job Notes Brice Parrish Built Engineering (253) 985-5008 briceparrish@gmaii.com 10/24/2023 11:34:48 PM UTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 37 / 44 aFORTEWEB' Main Floor, M4 1 piece(s) 4 x 10 DF No.2 PASSED C,verall Length: 11' 9 1/2" 0 1 1 r 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) 3431 @ 11' 7 1/2" 7656 (3.50") Passed (45%) 1.0 D + 0.75 L + 0.75 S (All Spans) Shear (Ibs) 2156 @ 10' 8 3/4" 3885 Passed (55%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2067 @ 11' 4492 Passed (46%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.054 @ 6' 10 5/16" 0.278 Passed (L/999+) 1.0 D + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.090 @ 6' 9 7/16" 0.556 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 Nos. Supports Bearing Length Loads to Supports (Ibs) Accessories Total Available Required Dead Floor Live Snow Factored 1 - Hanger on Single 2X HF plate 6.00" Hangers 1.50" 117 123 50 247 See note ' 2 - Beam - DF 3.50" 3.50" 1 1.57" 1245 2067 848 3431 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. Lateral Bracing Bracing Intervals Comments Top Edge (Lu) 11' 4" o/c Bottom Edge (Lu) 11' 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 1 - Top Mount Hanger BA3.56/9.25 3.00" 6-10dxl.5 4-10dxl.5 2-10dxl.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) 6" toll' 9 1/2" N/A 8.2 1 - Point (lb) 11' (Top) N/A 1269 2190 898 Linked from: U4, Support 1 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 10/24/2023 11:34:48 PM LTC ForteWEB 0.6, Engine: V8.3.1.5, Data: V8.1.4.1 Weyerhaeuser File Name: Chris and Zoey Custom Home Page 40 / 44 ip��E' ASCE 7 Hazards Report WERICAN SOCIETY OF CIVIL ENGINEERS Address: Standard: ASCE/SEl7-16 Latitude: 47.823502 No Address at This Location Risk Category: II Longitude:-122.352874 Soil Class: D - Stiff Soil Elevation: 358.99308619906446 ft (NAVD 88) hftps:Hasce7hazardtool.online/ Page 1 of 3 Wed Oct 18 2023 E® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Stiff Soil Results: Ss 1.295 Sp, N/A S, 0.457 T L 6 Fa 1 PGA: 0.553 Fv N/A PGA M : 0.608 SMs 1.295 FPGA 1.1 SM1 N/A le 1 SIDS 0.864 Cv 1.359 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Wed Oct 18 2023 Date Source: USGS Seismic Design Maps hftps:Hasce7hazardtool.online/ Page 2 of 3 Wed Oct 18 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 129.50 %g (from USGS Seismic Hazard Curves, 2014 data) S1 45.70 %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 21.00 feet (avg grade to center of mass of upper roof) SMs = Fa*Ss 1.2950 Eq. 11.4-1 SMi = Fv*S1 NA Eq. 11.4-2 Sys = (2/3)*SMs 0.8633 g Eq. 11.4-3 SD1 _ (2/3)*SM1 NA g Eq. 11.4-4 Period Ta = Ct*hn^x 0.1962 s Eq. 12.8-7 R 6.5 Table 12.2-1 00 3 Table 12.2-1 Cd 4 Table 12.2-1 Equivalent Lateral Force Procedure (section 12.8) Cs 0.1328 Eq.12.8-2 W, weight 84,925 lb per table below QE 11,280lb Eq.12.8-1 Vertical Force Distribution (section 12.8.3) k = 1.00 Floor Floor Floor Wall Wall Total (LRFD) (ASD) Level Hx Area Wt. Wt. L Wt. Wt. WxHx Cvx QE 0.7QE (ft) (ft2) (psf) (k) (ft) (k) (k) (k-ft) (%) (k) (k) upper roof 21.00 1749 15 26.2 122 7.0 33.2 697.8 56.2 6.34 4.44 U. fir/ L. roof 10.50 2800 12 33.6 158 18.1 51.7 542.8 43.8 4.94 3.45 94' int upper = 2.6k„ 4' trib, 7 psf, 64' int lower = 2.7k, 5' trib avg, 7psf, + 2.6k other half of wall abv = 5.3k 539 Broadway Ste 305 Tacoma, WA 98406 tel. 253-985-5008 84.9 1240.6 100.0 11.28 7.90 10/18/2023 Page of WIND CRITERIA ASCE7-16Ch.27DirectionalProcedure V = 110 mph Kd = 0.85 Exposure = B G = 0.85 h = 21 ft KZt = 1.00 Roof Slope = 4 : 12 = 18 ° PRESSURE COEFFICIENTS (Cp) Windward Wall = 0.8 Windward Roof = 0.2 Leeward Wall = -0.5 Leeward Roof = -0.5 PRESSURE (PSF) q = 0.00256KZKZtKdV2 Ht Kz qz 0.6xgzt qh PWW PLW PWALL PROOF 0-15 0.57 15.0 9.0 6.1 4.4 10.6 15-20 0.62 16.3 9.8 6.7 4.4 11.1 20-25 0.66 17.4 10.4 10.4 7.1 4.4 11.5 6.2 25-30 0.70 18.4 11.1 7.5 4.4 12.0 30-35 0.73 19.2 11.5 7.8 4.4 12.3 35-40 0.76 20.0 12.0 8.2 4.4 12.6 40-45 0.79 20.8 12.5 8.5 4.4 12.9 45-50 0.81 1 21.3 1 12.8 1 8.7 1 4.4 13.1 Per IBC 2018 1605.3.1 Basic Load Combinations ROOF LATERAL - SEISMIC IN () Plate = 8' Redundancy factor = 1.3 Wind load = 6'x6.2+4x11.1= 82 plf oow < r- x ,v A a7 4 Q < Tj- v0 O0 BONUS ROC M MASTER BEDROOM d - a0 - ®" 11 N M 8 Yw © r # 05 anTM ®,o - (4)A35 CLIPS SIN©� (4) A35P. TRUSSTO TOP PLATE BEDROOMk3 0 C15 A U1 N _ I I - � V W OD 8 `- W 'T h 4'-10" i Q 16'-0" 22'-0" O 82 113 Rxn Lwall 0.7(0.9) 1.6(2.1) 1.4(2.0) 0.4(0.6) Vplf 13.3' 14.5' 12.2' 10, SW 52(67) 110(145) 114(164) 40(60) OT SW1 SW1 SW1 SW1 HD 0.9(1.2) 0.9(1.3) H:W - (dl=2.2k) (d1=2.3) UPPER FLOOR/LOW ROOF LATERAL - SEISMIC IN () Plate = 9' where upper floor occurs, see below for specific vaulted heights Redundancy factor = 1.3 Wind load = 9'x10.6 = 95 plf a<i 1382lbs `— seis trib to n vaulted o area roof ° O 1 i� L O 7 v=NW<:� W— A� W <�Cr Cn v N. W � Q W O O < v O upper floor 95 plf windvalue same as vaulted wall value at this side 0.7(0.9) 1.6(2.1) 1.4(2.0) wind load this side = 130sf roof+197sf wall trib = 95(65) 2.9k/35'= 83 Of o � O� a 2386lbs seis trib to upper o floor/garage roof v v cn m p O o x �m D V^ (p V d A N V .v. A O o N O V V G O ^ G <� II O N CDIV — v= A A V i N II O 10 A W W v C A� v W O O p W ._. V C� V1 O 0.4(0.6) 77' Rxn 0.9(0.6) 2.3(2.0) 3.4(3.3) 3.1(3.1) 1.0(1.0) Lwall 20.4' 5.75' 23.5' 21 41' Vplf 44(29) 400(348) 144(140) 148(148) - SW SW1 SW2 SW1 SW1 SW1 OT 4.0(3.4) 1.2(1.2) 1.3(1.3) - HD (3)CS16 - (dl>1.2) (dl>1.3) - H:W - - - shearwall lands over beam below, floor diaphragm to transfer load. Shear induced into diraphragm by beam = 96 plf, OK V N V N REAR ELEVATION LATERAL SYSTEM AT GREAT ROOM SAF. GL. SAF. GL. SAF. GL. sheathing continuous through wall intersection cs16 311(133) plf io io lbw/h= 2 => 395(28 SW3 OK cs16 205(88) plf 2bw/h=.62 0 ao (0.7) 3.6(1.6) dl=2.5k, Use HDU2 typ at ea reaction. 1.4(0.6) 3.6(1.6) 3.6(1.6) dl=2.5k N0� BUT THRI 'T' Fl TYPI,