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Specifications 6r2oz2c0073 /539 (Serer £/ -- Brian W. Doyle,P.E. , `ECEIVED �\ J FEB 1 72022 w��, � 9 �a�=ti'� 411 Residential&Light Commercial 17,427 ?- Structures and Foundations CITY OF TIGARD BUILDING DIVISION Doyle Engineering Inc. co, OREGON 44 PO Box 193 /;dam 2 , Newberg,OR 97132 Tel 503.538.2380 doylengr@gmail.cam ! 31 Brian W. Doyle Oregon PE#17,427 11 January 2022 Stan Moore Moore Construction 6 107 SW Murray Blvd. #263 Beaverton, OR 97008 <stan@mooredecks.com> 503-522-0047 re: Pieper deck 15394 SW Seine Dr Tigard, OR 97224 You designed a new 12' x 16' attached to the house. The deck is supported on a ledger screwed to the house with LedgerLoks and a beam on posts under the outer side. The beam can be a 4x10 or a 6x8 of#2DF. Or you can assemble the beam from #1DF with 2 pieces of 2x10 or 3 pieces of 2x8. Support the beam on 6x6 PT posts spaced 10'apart and secured to concrete footings as shown in your plans. My calculations for minmum Joist and beam sizes are attached. Your drawings are acceptable and you may adjust the beam size to any of the choices that I calculated. end of ile .;ill)r u n ! C taw MEMBER REPORT ' PASSED Deck, Floor:Joist 1 piece(s)2 x 8 DF No.2 @ 24"OC Overall Length:12' • + fl V I? ?, as`"'k qqyyy, �h YF . / 2' I 10' El All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. DestgnResults pewit.:. System Floor Member Reaction(Ibs) 679 @ 2'1 3/4" 3281(3.50") Passed(21%) -- 1.0 D+1.0 L(All Spans) Member Type:)Dist Building Use:Residential Shear(Ibs) 407 @ 2'10 3/4" 1305 Passed(31%) 1.00 1.0 0+1.0 L(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 1087 @ 7'5/16" 1360 Passed(80%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.208 @ 6'11 7/8" 0.242 Passed(L/559) -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.240 @ 7' 0.484 Passed(L/484) -- 1.0 D+ 1.0 L(Alt Spans) TJ-Pro'"Rating N/A N/A N/A -- N/A • Deflection criteria:LL(L/480)and TL(L/240). •Overhang deflection criteria:LL(2L/480)and TL(2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15%Increase In the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • No composite actipn between deck and joist was considered in analysis. —--- — Bearing Length toads to Supports(floe) _ Supports Total Available Required Dead Floor Live Total Aocesstxien 1-Beam-DF 3.50" 3.50" 1.50" 101 578 679 Blocking 2-Ledger-DF 3.00" 3.00" 1.50" 67 401/-19 468/-19 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals comments Top Edge(Lu) 8'2"o/c Bottom Edge(Lu) 12'o/c •Maximum allowable bracing intervals based on applied load. { Dead Floor Live Vertical Load Location(side) II Sparing (0.90) (2.OU) Comments ��ll il-Uniform(PSF) 0 to 12' 24" 7.0 40.0 Default Load purwirliiitirtes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator lob Notes 1/11/2022 7:39:47 PM UTC Brian Doyle Doyle Engineering Inc FOrteWEB v3.2, Engine: V8.2.0.17,Data:V8.1.0.16 (503)538-2380 doylengr©gmail.com Weyerhaeuser File Name: Pieper Pang. 1 / 1 • lal f'V K I t tali MEMBER REPORT • PASSED Deck,Deck Beam2 1 piece(s)4 x 10 DF No.2 Overall Length:le + 0iiimilliiiiiiiiiiiii p ,. • • f 3 t0ill 4 3• C p All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 4 Location Allowed Result LOP 1 Wad:Combination(Pattern) System:Floor Member Reaction(Ibs) 2933 @ 3'1 3/4" 7656(3.50") Passed(38%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Building Use:Residential Shear(lbs) 1518 @ 4'3/4" 3885 Passed(39%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2018 Moment(Ft-lbs) 3809 @ 8' 4492 Passed(85%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.119 @ 0 0.210 Passed(2L/636) -- 1.0 D+ 1.0 L(Alt Spans) Total Load Defl.(In) 0.172 @ 8' 0.485 Passed(L/676) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and TL(11240). •Overhang deflection criteria:LL(21/360)and TL(2L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing length Loads to Supports(Ws) Supports Total Available Required Dead floor Uve Total Accories 1-Column-Dr' 3.50' 3.50 1.50" 474 2459 2933 Blocking 2-Column-DF 3.50" 3.50" 1.50" 474 2459 2933 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full lo.d is applied to the member being designed. Lateral!Braci tg Bracing Intervals Comments Top Edge(Lu) 16'o/c Bottom Edge(Lu) 16'o/c •Maximum allowable bracing Intervals based on applied load. Dead Floor Live Vertical Loads i Location(Side) Tributary Width (0.90) (1.0O) Continents 0-Self Weight(PLF) I 0 to le N/A 8.2 — 1-Uniform(PLF) 0 to 16'(Top) N/A 51.0 289.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.Weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator • ForteWEB Software Operator Job Notes 1/11/2022 8:15:10 PM UTC Brian Doyle Doyle Engineering Inc ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 (503)538-2380 doylengr@gmail.com Weyerhaeuser File Name: Pieper • r V n I G MEMBER REPORT • ' PASSED Deck,Deck Beam3 1 piece(s)6 x 8 DF No.1 Overall Length:16' .,,: 4dy„* W„.•,,z xa.,rx r fs„y f Cv«.v;` ,:.A.-7-!?4,: ', .• n , .� _ gar �rcC` # a � t0,ii v fit` k i 0 "3' � 10' `, 3' C All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. DesignrResults I Actual*Location i. Allowed Result t LOF rL adt Comnbinakton(Patterns System:Floor Member Reaction(Ibs) I 2951 @ 3'1 3/4" 12031(3.50") Passed(25%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Building Use:Residential Shear(lbs) 1578 @ 3'11" 4675 Passed(34%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2018 Moment(Ft-lbs) 3825 @ 8' 5156 Passed(74%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.142 @ 0 0.210 Passed(21/532) -- 1.0 D+1.0 L(Alt Spans) Total Load Deft.(in) 0.206 @ 8' 0.485 Passed(L/564) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(1/360)and TL(1/240). •Overhang deflection criteria:LL(2L/360)and TL(21/240). •Allowed moment does not reflect the adjustment for the beani stability factor. •Applicable calculations are based on NDS. ,, i seating't i Loads to Shorts(lbw) .__f s_' &worts Total Available Required Dead Floor Live 'Total ADDeldodes 1-Column-DF 3.50" 3.50" 1.50" 492 2459 2951 Blocking 2-Column-DF 3.50" 3.50" 1.50" 492 2459 2951 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 Bradng Bradrlg InterraN Comments Top Edge(Lu) 16'o/c Bottom Edge(Lu) 16'o/c •Maximum allowable bracing intervals based on applied load. — —1 I Ltead Floor Live ¢ --1 I Vertical Loads Location(side) {{Tributary Width (®.90) (.t.00) cormments 0-Self Weight(PLF) 0 to 16' N/A I 10.4 -- 1-Uniform(PLF) 0 to 16'(Top) N/A 51.0 289.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeusercom/woodproducts/documentlibrary. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 1/11/2022 8:21:56 PM UTC Brian Doyle Doyle Engineering Inc A ForteWEB v3.2, Engine: V8.2.0.17,Data:V8.1.0.16 (503)538-2380 doylengr@gmail.com Weyerhaeuser File Name: Pieper Parip 1 / 1 rird f (P K It. la,M MEMBER REPORT • PASSED ' Deck,Deck Beam4 2 piece(s)2 x 10 DF No.1 Overall Length:16' • 0 0 3' 10' 4 3' 0 CI All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. a.. Actual Location Allowed *milt LDF L•sxdr Combination(pattern) I System:Floor Member Reaction(Ibs) 2924 @ 3'1 3/4" 6563(3.50") Passed(45%) -- 1.0 D+ 1.0 L(Adj Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 1514 @ 4'3/4" 3330 Passed(45%) 1.00 1.0 D+ 1.0 L(Adj Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 3801 @ 8' 3922 Passed(97%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.130 @ 0 0.210 Passed(2L/580) -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.189 @ 8' 0.485 Passed(L/617) -- 1.0 D+1.0 L(Alt Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Overhang deflection criteria:LL(21J360)and TL(21/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(tbs) Supports Total Available Required Dead Roor Live Total Accessories -Column-OF 3.50" 3.50" 1.56" 464 1 2459 2923 Blocking 2-Column-DF 3.50" 3.50" 1.56" 464 2459 2923 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 4lateral Bracing Brock*rnterrals comments Top Edge(Lu) 4'3"o/c Bottom Edge(Lu) 16'o/c •Maximum allowable bracing intervals based on applied load. 1 Deed Fluor give v^ lt' ., Location mine) Tributary Width (040) 11.o0)�_ Ic srnments 0-Self Weight(PLF) 0 to 10 I N)A, ?.G -- 1-Uniform(PLF) 0 to 16'(Top) N/A 51.0 f 289.0 Default Load Weyer ilaeuser . Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 1/11/2022 9:00:39 PM UTC Brian Doyle Doyle Engineering Inc ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 (503)538-2380 File Name: Pieper doylengr@gmail.com Weyerhaeuser Deno 1 / 1 rig 1" LI K I t MEMBER REPORTPASSED .Deck, Deck Beam4 3 piece(s)2 x 8 DF No.1 Overall Length:16' • I e � I / 3' 10' , 3' c a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual o Locatioer Allowed Result IMF Loads Combination(Fattens) System:Floor Member Reaction(Ibs) 2933 @ 3'1 3/4" 9844(3.50") Passed(30%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 1577 @ 3'10 3/4" 3915 Passed(40%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 3810 @ 8' 3942 Passed(970/0) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.180 @ 0 0.210 Passed(211418) -- 1.0 D+1.0 L(Alt Spans) Total Load Defl.(in) 0.262 @ 8' 0.485 Passed(L/445) -- 1.0 D+1.0 L(Alt Spans) • Deflection criteria:LL(L/360)and TL(1/240). •Overhang deflection criteria:LL(21/360)and TL(21/240).Upward deflection on left and right cantilevers exceeds overhang deflection criteria. •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. ) Bearing Length ) Lends to Supports ilbs) Si.fr1/47`/J'a i Totat JAvallable Rewired Dead Moor Live Tots; i-Lolunr-OF 3.50" 3.50" 1.50" 474 2459 2933 Blocking 2-Column-DF 3.50" 3.50" 1.50" 474 2459 2933 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 BracingIntmvals Comments Top Edge(Lu) 7'7"o/c Bottom Edge(Lu) 16'o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Lire Ver&al Loads 1 i.ocation(Side) ;Trib+icfiary Width (0.90) (1.00) Comments - _+--_ .....________.____- -.._ I G-Self Weight(PLF) I 0 to 16' N/A 8.3 II-Uniform(PLF) — I- 0 to 16'(Top) N/A 51.0 289.0 Default Load _-- Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design crteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator )ob Notes 1/11/2022 9:01:52 PM UTC Brian Doyle Doyle Engineering Inc ForteWEB v3.2, Engine:V8.2.0.17,Data:V8.1.0.16 (503)538-2380 doylengr@gmail.com Weyerhaeuser File Name: Pieper