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Home My WebLink AboutROOF REPORT - 23-00400 - 335 Yale Ave - Porch with roofO FURI F—W t13 MEMBER REPORT PASSED 0 Level, Roof: Joist 1 piece(s) 2 x 8 HF No.2 @ 12" OC Stoped Length: 17 3 3/3" Al lomdons are measured from the outside face of left support (or left cantilever end). NI dimensions are horizontal. Design Results Actual GLocation Allowed Resuft LDF :Load- ¢embinatlotF(PanadI Member Reaction (lbs) 481 @ 2' 2 3/4" 3413 (5.50") Passed (14%) — 1.0 D + 1.0 S (All Spans) Shear (lbs) 328 @ 3' 5/8" 1251 Passed (26%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 1248 @ 9' 6" 1477 Passed (84%) 1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in) 0.541 @ 9' 5" 0.731 Passed (1-/325) — 1.0 D + 1.0 5 (Aft Spans) Total Load Dell. (in) 0.770 @ 9' 5 1/8" 0.975 Passed (1-/228) — 1.0 D + 1.0 S (Aft Spans) • Deflection afteria: LL (4240) and TL (L/180). • overhang deflection criteria: LL (2L/240) and TL (24180). • Upward deflemon an left cantilever exceeds overhang deflection criteria. • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase In the moment opacity has been added to account for repetitive member usage. • Applicable calculations are bared on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full bad Is applied to the member being designed Lateral Bracing: Bearing length Loads toSupports (ibs) _ 5' 1" a/c supports Total Available Required Dead Roof Live. snow Factored Accessories 1 1- Beveled Plate - DF 5.50" 5.50" 1.50" 146 191 335 481 Blocking 2 -Beveled plate - DF 5.50" 5.50" 1.50" 113 149 261 373 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full bad Is applied to the member being designed Lateral Bracing: Bracialrboterv+l Conwents _ Top Edge (Lu) _ 5' 1" a/c Bottom Edge (Lu) 17 3" o/c ,Maximum allowable baring intervals based on applied load. Vertical Load tucadom(Slde) Dead Spacing (0:90) Roof Live (run -snow: 1.25) Show (1.15) comments I1 - Uniform (PSF) 0 to 16' 11" 12" 15.0 20.0 35.0 Default Load + 0 Member Length : 17' 4 7/8" System : Roof Member Type : Joist Building Use: Residential Building Code : IBC 2015 Design Methodology : Aso Member Pitch : 2.5/12 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 wanantles 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 their 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 fadlibes 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.weyerhaftse.com/modpmducWdocument-Hbmry. The product appllo0an, Input design loads, dimensions and support information have been provided by ForteWEB Software Operator Fo teWER Software Operator ]ab Notes Daren Cu Bmc (208)356-9292 Damr.curr@buildWlthbmc.cam Weyerhaeuser 6/21/2023 8:39:16 PM UTC ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Brandon RMCC Dana 1 1 1 W FORT E W E L•i MEMBER REPORT PASSED Level, Roof: Drop Beam 1 pieces) 51/2" x 12" 24F -V4 DF Glulam Overall Length: lh 11" 16' All lora8ons are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Result Actual Location Alienated ResuR LDF LolCombination (Pattern): Member Reaction (lbs) 7114 @7 18906 (5.50") Passed (38%) — 1.0 D + 1.0 S (All Spans) Shear (lbs) 5887 @ 1' 5 1/2" 13409 Passed (44%) 1.15 1.0 D + 1.0 5 (All Spans) Pos Moment (Ft -lbs) 27761 @ 8'5 1/2" 30360 Passed (91%) 1.15 1.0 D + 1.0 S (All Spans) Live Load DeO. (in) 0.636 @ B'S 1/2" 0.813 Passed (L/307) — 1.0 D + 1.0 S (All Spans) Total Load Dell. (in) 0.926 @ 8' 5 1/2" 1.083 Passed (L/211). — 1.0 D + 1.0 S (All Spans) • ueneaon Mena: u (L/t4D7 arm VL (1/140). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 1613-. • The effects of positive or negative amber have not been accounted far when caladatng deflection. • The specified glulam is assumed W have 2s strong larnmadons at the bottom of the beam. Install with proper side up as Indicated by the manufacturer. • Applicable calculations are based on NDS. Supports Hearing, Length Total Available .Required Loads to:Supports(lbs) Dead Roof Live Snow Favored Accessories 1 - Beveled Plate -OF 5.50" 5.50" 2.07" 2229 2791 4885 7114 Blocking 2 - Beveled Plate - OF 5.50" 5.50" 2.07' 2229 1 2791 4885 7114 Blocking Blocking Panels are assumed to arty no loads applied directly above mem and me full two is applied to the member being designed. Lateral Bracing Bracing Intervals .comments Tap Edge (Lu) 16' 11" a/c Bottom Edge (Lu) 16' 11" a/c -Maximum allowable bracinq Intervals based on tootled load. Velftieal Loads Locatiom.:(Side) Tributary Width Dead (0.90) Roof Live (non -snow: 1.25) snow (1.15) :Comments 0 - Self Weight (PLF) 0 to 16' till N/A 16.0 -- — I - Uniform (PSF) 0 to 16' IS" (Front) 16' 6" 15.0 20.0 35.0 Default Load System : Roof Member Type: Drop Beam Building Use: Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch ; 0/12 Vde. erhaeuser-Notes, Weyerhaeuser warrants that me sizing of its products will be in accordance with Weyerhaeuser product design omens and published design values. Weyerhaeuser expressly disclaims any other warranties related m the software. Use of this software Is not Intended m circumvent the need far 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, Blocidng Panels and Squash Stocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Wmber Product; haw: been evaluated by ICC -ES under evaluation reports; FSR -1153 and ESR -1387 and/or trued in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.sum/waodproducts/document-Iibmry. The product application, Input design loads, dimensions and support information have been provided by FateWEB Software Operator FarteWES Software Operator Job Nates Daren Curr Bmc (208)356-9292 Damn.cuailebuildwithbmcmm Wrverh.e 6/21/2023 8:34:53 PM UTC ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Brandon RMCC Dan. 1 1 1 12FORT E W E H MEMBER REPORT PASSED Level, Roof: Drop Beam 1 pieces) 5 1/2" x 12" 24F -V4 DF Glulam 12' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. Design Results Adan)0 Location Allowed Result fom6inatiam(pattern) Member Reaction (Ibs) 5432 @ 4" 18906 (5.50") Passed (29%) 1.0 D + 1.0 S (A l Spans) Shear (Ibs) 4205 @ 1'5 12" 13409 Passed (31%) 4LDF'Load- 1.0 D + 1.0 S (AII S ns) Pos Moment (Ft-Ibs) 15776 @ 6' 5 1/2" 30360 Passed (52%) 1.0 D + 1.0 S (All Spans) Live load Defl. (in) 0.205 @ 6' 5 1/2" 0.613 Passed (L/716) 1.0 D + 1.0 S (All Spans) Total Load DEO. 0n) 0.299 @ 65 1/P' 0.817 Passed (U492) 1.0 D + 1.0 S (All Spans) • Deflected asteria: LL (L/240) and TL (4180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Critical positive moment adjusted by a volume factor or 1.00 that was calculated using length L = 12' Y. • The effects of positive or negative umber have not been accounted for when calculating deflection. • The specified glulam is assumed to have Its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS. ,Supports Total aearing: Lengtlt Available Required Dead Loadsto:Suppo ts:(Ibs) Roof Ulm Snow Factored Accessories 1- Beveled Plate - OF 5.50" 5.50" 1.58" 1702 2131 3730 5432 Blocking 2 - Beveled Plate - OF 5.50' 5.50" 1.58" 1702 2131 3730 5432 Blocking •. Blacking Panels are assumed to carry no loads applied directly above Nem and Ne full two Is applied to the member being designed. Lateral Bracing Bracingsnrer.vax Comments Top Edge (Lu) —� 12' 11" o/c Bottom Edge (Lu) 12' 11" a/c •Ma,dmum allowable bradiw intervals based an applied load. Vertical Loads Location (Side) Dead Tributary W dUrn (C.g0) Roof Live Srrow (non -snow: 1-25) (1.55). Comment 0 - Self Weight (PLF) 0 to 12' 11" N/A 16.0 — — 1- Uniform (PSF) 0 to IT 11" (Front) 166" 15.0 20.0 35.0 Default Lead System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2015 Design Methodology: ASD Member Pitch : 0/12 Weyerhaeuser warrants that the slang 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 Ne authority having jurisdiction. The designer of record, builder ar framer is responsible to assure that this calculation is compatible with the overall project. Access ides (Rim Board, Blocking Panels and Squash Blacks) are not designed by this software. Products manufactured at Weyerhaeuser facilUes are thtd-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluamd by ICC -ES under evaluation reports FSR -1153 and ESR -1387 and/err tested in accordance with applicable ASTM slz ndards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to application, Input design loads, dimensions and support Information have been FortsWEO Software Operator Sob Notes Gorr cmc Bmc; (208) 356-9292 Daren.curr@buiklwithhmc.mm Weyerhaeuser 6/21/2023 8:36:44 PM UTC ForteWEB v3.5, Engine: V8.2.5.1, Data: V8.1.3.6 File Name: Brandon RMCC