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Specifications .a,i, • STRUCTURAL CALCULATIONS FOR PATIO ROOF / DECK 11125 SW 109th TIGARD, OR 97223 <39 PRO, • \S 4.N G 1 N e F,P �/C.t � 3 12,187 ,a r a OREG'N FE, v0 JG(y i5• .0)- 0 yN `E. NOR�� .._ EXPIRES:12/31/22 OFFICE COPY } Contents I, Details A-B D1 -D2 Plan P1 Gravity Calculations G1 -G2 Contact Person: John E Nordling,PE Lateral Calculations L1 -L3 NORDLING Proj. No.: 22-063 5STRUCTURAL TIGARD PATIO ENGINEERS, LLC DIVERSIFIED CONSTRUCTION SERVICES l' 6775 SW 111th,Suite 200•Beaverton OR.97008 Date:APR 2022 By:JEN Sheet No.:COVER -r: . . . . o : : :- --1 1 a .. ini- • • . .. . . .. : • : : : • • • \.may 404320. ... • .. dr 1 z w.. h A new deck and patio cover is to be added to the rear of the existing rear of the residence. - 6. Verify no conflicts with as-built construction,report to engineer if/as required. u 4 -. .. Pressure treat all framing exposed to weather and use galvanized connectors- ; 1 1. 2x8 ledger with(3)-ledger locks at each wall stud(verify 16 inches on center). t 2. No spices of new 2x8 ledger over existing wall openings. } 3. Simson"DTT2Z"with 3/8 inch diameter lag screw ,- ., (3 inch penetration into wall stud). •• 4. Simpson"AC6"each side at interior 4x6 post("LCE4"each side at exterior post). I 5_ 4x6 post with Simpson"CBSQ46-SDS2"bottom centered over 1'-9"x 1'-9"x 12" s footing,reinforced with(3)-#4 x 1'-3"each way 3 inches clear of bottom of footing. # Hang 4x8 from side of post with Simpson"HUC48"hangers. I h 6. 4x4 post with Simpson"BC4"top and Simpson"ABWZ44"bottom . �u CT UR ....... centered over 1'-6'x 1'6"x 12"footing reinforced with(2)-#4 x 1'-0"each way 5 q< 3 inches clear of bottom of footing. If there is not sufficient height for the 4x4 post, • ,t`/k9 PROfl • bear the 4x8 beam on the"ABW44Z"directly on the footing. " ' ��'� eN o "e Fe �y x' 12,187 9 i. M1 i r OR t ON t/O ✓GAY i5. �y6 �. .. .. 10: #12.* FL:kJ E. 3 . : ! . . . .. • • EXPIRES:12/31/22 NORDLING Proj. No.: 22-063 , , I 4 STRUCTURAL TIGARD PATIO ENGINEERS, LLC - DIVERSIFIED CONSTRUCTION SERVICES 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:APR 2022 By:JEN Sheet No.: D( :1: • I 1 • . . "... • / : 1 . • • ... / ...... .. .a, I: A i . • . / 1 b ',2 II Jal: • . - [', : . -;.I g : : . ilvi i 101 J .. 1—.1-.p."1• .L...-.I i 4- • ! A new deck and patio cover is to be added to the rear of the existing rear of the residence. Verify no conflicts with as built construction,report to engineer if/as required. „ Pressure treat all framing exposed to weather and use galvanized connectors. 16 inches on center• ' 1. 2x8 ledger with(3)-ledger locks at each wall stud(verify ) _ :-•••r•••,•-•• #; 2. No spices of new 2x8 ledger over existing wall openings. - 3. Simson"DTT2Z"with 3/8 inch diameter lag screw _ ' (3 inch penetration into wall stud). 4. Simpson"AC6"each side at interior 4x6 post("LCE4"each side at exterior post). 5. 4x6 post with Simpson"CBSQ46-SDS2"bottom centered over 1'-9"x 1'-9"x 12" • i footing,reinforced with(3)-#4 x 1'-3"each way 3 inches clear of bottom of footing. ` Hang 4x8 from side of post with Simpson"H11.JC48"hangers. 'RUC T U -•.; 6. 4x4 post with Simpson"BC4"top and Simpson"ABWZ44"bottom 51 FZ RA< centered over 1'-6'x 1'6"x 12"footing reinforced with(2)-#4 x 1'-0"each way t�0 PROP 3 inches clear of bottom of footing. If there is not sufficient height for the 4x4 post, _. � e, ,1 • N E eR „, bear the 4x8 beam on the"ABW44Z"directly on the footing. 12,1 s7 • _ •.•- • ..i r✓ ORE ON -- (3 •� te�f�s+ c{,�•� ..`..47V <�'`` 1l 1�• �).. r < `gyp y4�Y 15, S°' ‘49 ..H.. ya NORO� • - ( EXPIRES:12/31/22 • - NORDLING = Pro;.No.: 22-063 STRUCTURAL TIGARD PATIO DIVERSIFIED CONSTRUCTION SERVICES iii 5 ENGINEERS, LLC 6775 SW iiith,Suite 200•Beaverton 0R.970013 Date:APR 2022 By:JEN Sheet No.: D?.. .• ' ' • ' . . . . . . . . . . . . • / i / / . . . • U..1:1**.la• • . • .1 j.: .1; I / i . / 1 VC:ig'—‘4 .. .. . .. 4.4 . .• ..,____.. -- .. .. .1 1 . •a kW a • 1 . a - , 1 i • k • . . . .... . - • , • 1 . / . i i . ° • : . . , . . . • ••• • '= . . i I • .. .. - - **/11.111.....--.......--no.........- Ii.....-,---....son-....1--...• _ . . •• •!. !.! . . . I .: : . '. . f i , .. . . ... ---........,,. / . .. . laa, fto.A. " i • • ._ : • i : / 7 • / i: / • / / . \ ..........7_,.._ , / ... .. .. .. . . : t• 1 ... . ' . f0 • . . . j,... .. ,. 1 , „: . ' t. -7.- • `-' _._-----:(-. - --- .-7 ---1/ 7-:. :-z- -----i-/-.• , - - . vt, • • -------•----- - -0, -7.-- ......... . .._..,........_..... .. trarensor .r..... ---*-- • - • -- . . f 1 • • . • 1 I • • • . . 0 . •. . •. . 1 • 1 1! k •.• • . • 4.: i'• 0 :1. ' e • , , , „ .,.... ; . ,. ..; . -r7;1• • 1...... A . • mg 1 : : . L........1 . L...-.A.: - . • L.....1 0 L. L. ...&• • i 1 ' • i NORDLING Proj.No.: 22-063 i i 115 STRUCTURAL ENGINEERS, LLC TIGARD PATIO DIVERSIFIED CONSTRUCTION SERVICES i I t i ' I 6775 SW filth,Suite 200-Beaverton OR.97008 Date:APR 2022 By:JEN Sheet No.: -el A 200e- 40 g 'Xu•' is f-a e R r { i, ,„....L. ... , . \C. . . ,.� tru►=. GCS C + c 4.)..tOk. 'rr 60 (1!:, .tim- - - 25074 r• r ice— t:',.4. 1 we:2 t, - - . . .4P ask 440. ‘‘‘e ,e. V ,),*-- . 1.114 4: <-'44 5-01.0 ( ` art 1,+9tez : : : @ FIA.1,4c 564«,h 0-earOC,-- -0g>16;a7d , • fiAm..k.424,e! • , . .i • .0,A.... 6;02.0.1,504;.- -. .I ire- -- -- --- - - --,_es.. 6,..2.. NAIPS tas...4.74! to! 1,3.7 i.CcvC14.1.4$01.64!... .0 • . I:1 10., Li beL.9:"' _1_3_ . - -- lig.,J. ....7 2.' 4'kfa,N,Tuft ri-3DItt. (....., ,(' . .— 4= t'• ' • do : 0 . #34*t'S) \ U '�t 2 �� t, w n �' �'" `''� - -ter "� C% ;�i t ....4-OK'd' -- --------- --- - A,,,_. . tr�►-- 4ta4.f..-= ------ --- k S., kJ" 0411 i ( ®- cidrol1 AO IWP ftsi.or.: 14.* , ---4 40.4„,,,, .: .... , , : : ;... : : . (:),,„„b),.,f,„ fr te,„ : :,.., (:),,,„,,..a.,,,„4„,..: Pt.4 flO IV 0 1,7 aji . C 4.zdj.f Loi • .936� �� irJrw f, p 11.101+� ti '""' } ( NORDLING Proj.No.: 22-063 STRUCTURAL TIGARD PATIO 4. ' ENGINEERS, LLC DIVERSIFIED CONSTRUCTION SERVICES 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:APR 2022 By:JEN Sheet No.: ea I i 1 Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date:04116►05 Page: MULTI-SPAN TIMBER BEAM DESIGN TIGARD PATIO A-(TL) A-(LL) B-(TL) C-ITL) D•(TL) D-(TL) GENERAL DATA - 1 2 3 4 5 6- All Spans Simple Support?? : YES Spans Length ft : 12.50 12.50 12.00 12.50 12.00 6.00 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 1.500 1.500 1.500 3.500 3.500 3.500 Beam Depth in : 7.25 7.25 7.25 9.50 9.25 7.25 CALCULATED VALUES -OK- -OK- -OK- -OK- No Good! -OK- F'b-Modified Allow. psi : 1426.0 1426.0 1175.0 2760.0 925.0 1000.0 fb•Actual. psi : 1248.5 891.8 1150.6 1113.0 1947.4 792.5 F'v-Modified Allow. psi : 207.0 207.0 180.0 218.5 180.0 180.0 fv(actual)* 1.5 psi : 54.7 39.1 51.8 61.1 108.4 63.8 Moment @ Left k-in : 0.0 0.0 0.0 0.0 0.0 0.0 Moment @ Right k-in : 0.0 0.0 0.0 0.0 0.0 0.0 Max.Mom.@ Mid-Span k-in : 16.4 11.7 15.1 58.6 97.2 24.3 X-Dist ft : 6.25 6.25 6.00 6.25 6.00 3.00 Shears: Left k : 0.44 0.31 0.42 1.56 2.70 1.35 • Right k : -0.44 -0.31 -0.42 -1.56 -2.70 -1.35 Reaction @ Left DL k : 0.12 0.00 0.06 0.47 0.45 0.22 LL k : 0.31 0.31 0.36 1.09 2.25 1.12 Total k : 0.44 0.31 0.42 1.56 2.70 1.35 Reaction @ Right DL k : 0.12 0.00 0.06 0.47 0.45 0.22 LL k : 0.31 0.31 0.36 1.09 2.25 1.12 Total k : 0.44 0.31 0.42 1.56 2.70 1.35 Max.Dell.@ Mid Span in : -0.504 -0.360 -0.451 -0.305 -0.598 -0.078 X-Dist ft : 6.25 6.25 6.00 6.25 6.00 3.00 DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1240.0 1240.0 1175.0 2400.0 925.0 1000.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 190.0 180.0 180.0 Elastic Modulus ksi : 1600 1600 1520 1800 1520 1520 Load Duration Factor 1.15 1.15 1.00 1.15 1.00 1.00 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes Yes Uniform...... DL pif : 20.0 0.0 10.0 75.0 75.0 75.0 LL plf : 50.0 50.0 60.0 175.0 375.0 375.0 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear if : 0.44 0.31 0.42 1.56 2.70 1.35 Moment k-in : 0.00 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 U,?' V4.4B2(c)1983.95 ENERCALC Bruce W.Kenny,KW060914SL-A . . . . . . . _..-' . . . . . . . . --'tAfetzt64. • • . . . . •. • . . . . . . . . . . . . . . . . . - • • • • .......„,... . .._ . -. • .. • •.• :•.•-: .. . .. . . • • • • . • . . . . , • • . . . •. . . .. ..: ...:. ;__•... ...... .,.. _•• . 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S)errt... •. • . •. . . . , . . . • C.1 (...:4 .. .. . , . . • "-(k.V.IAtir4-'4••-3--4-44-s-e----1;1;:. ti.•4", • . ) flus.j?. •041 t.Ate,00"*I.4.. ... • •-•, . .... cita.,-,: : - , • ... .....•"- . . . ... ----: • . • !-•- • . • . . • -.. 7 . ". 7 • - 7 . ". . • • • . . . ' . ' • . . . . NORDLING •Proj.No.: 22-063 115 C STRUCTURAL TIGARD PATIO ENGINEERS, LLC - DIVERSIFIED CONSTRUCTION SERVICES 6775 SW 111tb,Suite 200•Beaverton OB.97008 Date:APR 2022 By:JEN Sheet No.: I.. I s. AK.E 7 x6 Wind Force:Standard Wind Speed: 98 mph Exposure: B Mean Height(h): 20'-0" Width(x): 30T-0" Topographic Feature: Homogeneous Length(y): 30'-0" Height of Hill(h) 0 ft Crest Length(Lh) 0 ft qh: 13.04 psf-LRFD Crest to Structure Dist(x) 0 ft 1 II 11 Y Ka: 0.85 Ki : 0.00 Cp: 0.80 0.80 windward Kzt: 1.00 K2: 0.00 Cp: -0.50 -0.50 leeward K3 : 0.00 Gust: 0.86 0.86 I a A, IIX I1Y 1 Leeward qh*Cp*Gust = -3.4 psf qh*Cp*Gust = -3.4 psf Windward kz qz*Cp*Gust Total qz*Cp*Gust Total 25'-0" 0.665 5.8 psf 9.1 psf 5.8 psf 9.1 psf 20'-0" 0.624 5.4 psf 8.8 psf 5.4 psf 8.8 psf 15'-0" 0.575 5.0 psf 8.4 psf 5.0psf 8.4 psf 10'-0" 0.575 5.0 psf 8.4 psf 5.0 psf 8.4 psf E {{ .. k W 3 Mre) 4s L,,-> Li b Sate(F,.kinty v. i5" �t S $t , t „, fie NORDLING Proj. No.: 22-063 V TIGARD PATIO 4 STRUCTURAL ENGINEERS, LLC DIVERSIFIED CONSTRUCTION SERVICES " 8775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2022 By:JEN Sheet No.: t'Z 3fl 1