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Plans (130) RECEIVED OCT 4 2018 CITY : E°'{',1 I:3 Brian W. Doyle,P.E. BUI-D1NC DWISiiON Residential&Light Commercial PRafFJsf Structures and Foundations U` N,1u 9 -=- OFFICE COPY 4 17,427 y Doyle Engineering Inc. / 24001 NE Ellis LanetFpFiEGN , Newberg,OR 97132 1 �`pr �s eco©a~ Tel 503.538.2380 N✓r" y A doyleb@asme.org Se' r`w 1 i 1 Brian W. Doyle Oregon PE#17,427 23 September 2018 Stan Moore Moore Construction CITY OF TIGARD 6107 SW Murray Blvd.#263 REVIEWED FOR ODE COMPLIANCE Beaverton,OR 97008 Approved: <stan(cimooredecks.com> OTC: 503-522-0047 Permit#: rke-5. OL -- 0 o d-7 I. re: Albee Address: \52)1-10 f iNam,ess 15340 SW SW Thanes lane Suite#: Tigard, OR 97224 nA� By: lin Datet VellB You designed a new 10'x 18'deck to be erected beside an existing deck.Your drawings— copies attached—are acceptable with the following notes and adjustments.My notes show the basis for the adjusted dimensions. 1.On pages 2 and 3 change the footing size to 18"x 18"x 16"deep.My attached notes show that a slightly larger size is required to support the load. Pour concrete against undisturbed soil to help prevent uplift. The outer footings for the three-post configuration can be 16" square. 2.The beam can be supported on three footings/posts(as shown)or on two posts spaced 12' apart. A three-post beam should be 4x8 #2DF and a two-post beam should be either 6x8 #1DF or 6x10#2DF. 3. Spacing of the LedgerLok screws on the house ledger can be increased to 16" 4.On page 2 the 2x6 diagonal braces under the joists are acceptable lateral stiffening. Show them terminating at the beam and not crossing,or use a single long corner-to-corner brace. -end of file v/vcbed.fr 1'7 c, 4;# -9 0.7(417 713,e157 d7 / Ag/ J `°7 „„L 11 / c 4o? J 6.ipy 1706 9t K Wo°,74.74" A/ a/ ZY = d 4 7' „4,109 • 6'0Ye, 24 g• t7Y 4-1-7-7 '741 .lar fAtik: rt4f41 et/ 2t ( C7Z -ti'° Z ft '122 S I 1 fr'1-12P',5 Z 4 -, ••/ .tve2.5yzcgz.. 77 _ (-"cri) Il Ar 7k-4, z 4, ,z( if4v Il0,04114, rier>r7 .6 f .//(- r7) iff2. V ao-vo?' • (),7e-,-yfre#ei (yy. c4r J/ 7( 001 o° cetev,triy 7(1, F 0 R T " MEMBER REPORT Deck,Floor-Joist PASSED • E 1 piece(s) 2 x 8 Douglas Fir-Larch No. 2 @ 24" OC Overall Length: 10' + C # . and 6 Q i Y + 0 ---7------,--_,.... '' " '' � y --., ,,.ax ; a> 1 8' 2' 4' l' / 0 0 All locations are measured from the outside face of left support(Or left cantilever end).All dimensions are horizontal. _.., 4.315-0". ,. �,�.�',' r 4�&-�"g# _ a rid • , .., '' r. System:Floor Member Reaction(lbs) 347 @ 3 1/2" 1406(1.50) Passed(25%) (Alt Spans) Member Type:Joist Shear(lbs) 304 @ 6'11 1/4" 1305 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 640 @ 3'11 13/16" 1360 Passed(47%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2015 Live Load Defl.(In) 0.074©4'3/8" 0.249 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.084 @ 4'3/16" 0.374 Passed(1/999+) 1.0 D+1.0 L(Alt Spans) I Ti-Prot"Rating N/A N/A -- -- -- • Deflection criteria:LL(1/360)and TL(L/240). •Overhang deflection criteria:LL(2(/360)and TL(21/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 9'9"o/c unless detailed otherwise. • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'9"o/c unless detailed otherwise. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. tIN:?'c:",:.:::f7::.f7::''I*V''fz:4,g.l::irVtiP IteultL'I';'-'4.4:4,4,1iit'ylitits:-N 7. 1-Hanger on 7 1/4"DF beam 3.50" Hangers 1.50" 52 3 13/-3 375/-3 See note ®_ f "9)`Y pa 2- I-DF $F-) 5.50" 5.50" 1.50" 88 504 592 Blocking •Blocking Panels are assumed to carry no loads applied directlyabove 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, na. y�;_' i - aSS * dg •�,a, — 1-Face Mount Hanger LU26 1.50" N/A 6-lOd 4-30dx1.5 None 1-Uniform TSB) 0 to 10' 24" 7.0 40.0 Residential-Living Areas . ` ,.". .r <.,. AMIABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 11 Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended te circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assurethat 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 technical 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 Forte Software Operator —Farte Sofhvare,Operator Job Notes 9/21/2018 4:05:59 PM Brian Doyle Forte v5.4,Design Engine:V7.1.1.3 Doyle Engineering Inc (503)538-2180 doyleb@asme org Page 1 d 1 F 0 R T E " MEMBER REPORT Deck,Deck Outer Beam PASSED 1 pieces) 4 x 8 Douglas Fir-Larch No. 2 Overall Length: 18' 4.$0�{ o o j, 2' Yh 7 z 7' 2' Ill a o All locations are measured from the outside face of left support(or left cantilever end).Ail dimensions are horizontal. i,",;';:'- f € 4 t .'. :i a' awn ,F, cn '� ; : a _ t' v ; :a y'e s".w .� System:Floor Member Reaction(lbs) 1977 @ 15'10 1/4" 7656(3.50") Passed(26%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Shear(lbs) 1187 @ 9'10" 3045 Passed(39%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-lbs) -1982 @ 9' 2989 Passed(66%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.061 @ 0 0.200 Passed(21./878) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defi.(in) 0.060 @ 0 0.223 Passed(21./894) -- 1.0 D+1.0 L(Alt Spans) •.Deflection criteria:LL(1/360)and TL(1/240). •0""erhang deflection criteria:LL(0.2")and TL(21/240). •Top Edge Bracing(Lu):Top compression edge must be braced at 18'o/c unless detailed otherwise. • Bottom Edge Bracing(W):Bottom compression edge must be braced at 18'o/c unless detailed otherwise. •Applicable calculations are based on NDS. 041464 1 - �� 1-Column-OF 5.50" 5.50" 1.50" 331 1675 2006 Blocking 2-Column-DF 5.50" 5.50" 1.50" 466 2487 2953 Blocking 3-Column-DF 3.50" 3.50" 1.50" 327 1650 1977 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. " -� „t,,„-4,74,,,,, ,sv 0-Self Weight(PLF) 0 to 18' N/A 6.4 1-Uniform(PSF) 0 to 18'(Top) 1' 12.0 40.0 Residential-Living Areas 2-Un form(PLF) 0 to 18'(Front) N/A 44.0 252.0 Untied from:Floor: Joist,Support 2 ”" "�- 4 SUSTAINABLE FORESTRY INRIATNE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and publisheded design valulu es. YY 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 I 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 technical 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 Forte Software Operator eortoSaftware Operator Job Notes 9/21/2018 4:22:48 PM Brian DoyleForte v5.4,Design Engine:V7.1.1.3 Doyle Engineering Inc (503)538-2380 doyleb©asme org Pane 1 of 1 ed- FORTE r MEMBER REPORT Deck,Deck Outer Beam-2 Supports PASSED 1 pieces) 6 x 8 Douglas Fir-Larch No. 1 6/2l 1 ' ZtPt 33 Overall Length: 18' 4,44*4 AMr.,02;4411114,1-eitAli;"-Aeitet 4,41$04C 1444t4g44400Aiii!„.*** x F�.L-af„„ r fi 3' ' 12' 3' I o a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. r.4,M.s "7:1' ytl fz*., �*�,�-; '�'..... .: ...... �' .. ,.._.. . ,.�<....,�. sib System:Floor Member Reaction(lbs) 2872 @ 3'2 3/4" 18906(5.50") Passed(15%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Shear(lbs) 1621 @ 4'1" 4675 Passed(35%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-lbs) 4819 @ 9' 5157 Passed(93%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC 2015 Live Load Defl.(In) 0.325 @ 9' 0.385 Passed(1/426) -- 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.369 @ 9` 0.577 Passed(1/375) — 1.0 D+1.0 L(Alt Spans) •Deflection criteria:U.(1/360)and TL(1/240). •Overhang deflection criteria:U.(21/360)and TL(21./240). •Top Edge Bracing(Lu):Top compression edge must be braced at 18'o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 18'o/c unless detailed otherwise. •Upward deflection on left and right cantilevers exceeds overhang deflection criteria. •Applicable calculations are based on NDS. e'r ' n ,1.,' ' �, v�. t 6°- _ ` "#ilA .n" '* F � '' � # '�'" �o *r te z- � ,�.x e,- � i 1. 1-Column-DF 5.50" 5.50" 1.50" 490 2382 2872 Blocking 2-Column-DF 5.50" 5.50" 1.50" 490 2382 2872 Bloddng •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. g Fit ; k 0-Self Weight(PLF) 0 to 18' N/A 10.4 1-Uniform(PLF) 0 to 18'(Front) N/A 44.0 252.0 Linked from.Floor: Joist.Support 2 rz y�i �-� ��'r '' :•� ..^1.^r _.,-.�, ,�'� ,�:;..`" rfi r '�' , ::� ��.. .- Ln (•n)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YY 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 technical 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 Forte Software Operator f � 4 g 9/2112018 9:07:15 PM Brian Doyle Forte v5.4,Design Engine:V7.1.1.3 Doyle Engineering Inc (503)538-2380 doyleb@asme.org Page 1 of 1