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Plans (44) iyi M RECEIVED DEC 0 6 2012 CITY OF TIGARD BUILDING DIVISION STRUCTURAL CALCULATIONS FOR CAIN RESIDENCE 13563 SW CLEARVIEW PLACE TIGARD, OR 97223 -- REAR DECK -- CI OF TIGARD Approved -.............EL Conditionally Approved..........[ ] PROc8, See Letter to:Follow [ l Attached ] 12,187 Permit Numberti W' 2E31"4-Com--/4-- By: 01107-ZIM Date: t I OREGON f5 er5 Approved plans y" F. NORo`�� shall be on job site, EXPIRES:12/31/ // OFFICE COPY Y-(/J.epA" a126 al",9415- Contents Detail A D1 Contact Person: John E Nordling,PE Calculations Cl -C4 NORDLING Proj. No.: 12-378 STRUCTURAL CAIN DECK E ENGINEERS, LLC JOHN CAIN 6775 SW 111th.Suite 200•Beaverton 0R,97008 Date:OCT 2012 By:JEN Sheet No.: COVER 2 tr 7 4� 8 (3)Steps 9, 20 t - ii 0 —• -,o-;.,III i 4 f 5 2x10 -ger Board Xir aemse KO 7 "" 12' " !2'betwan posts 1—rt..— ��^ ' _ - - I ____t_ 1 # _� 0 ,. -- 4**12. —' 41 ?LAI) _t.c 0 Field verify that existing as-built conditions are in conformance to noted conditions,report discrepancies. Verify that the existing soil is firm natural grade or compacted material suitable for foundation support,questionable support grade to be upgraded if/as required. Use DF-L wood framing and pressure treat,typical unless noted otherwise. Use Simpson galvanized connectors. —-" — — 1. Provide"4x12 deckbeamswith Simpson"PCZ46"al 43(6-posts."— _ _ Bear the 4x6 post on a Simpson"CBSQ46-SDS2"column base on a 21 inch square footing of a minimum 24 inch depth. Reinforce the footing with two#4 x 15 inch reinforcement bars each way top and bottom of footing. Embed the footing a minimum of 18 inches into the grade and verify suitable soil support(see above). 2. 2x10 ledger. Attach to existing residence floor rim board or blocking,verify. Attach with(2)—Simpson SDS `/4 inch screws at 12 inches on center. Verify that the screws are sufficient length to have full embedment(1.5 inches)into the existing rim or block. 3. Attach 2x4 diagonal brace(four at approximately 45 degree angle) I to the underside of the 2x10 deck joists. Attach diagonal brace with(2)-# 10 x 3 inch wood screws at each deck joist. t`,0 PROfF�+�, 4. Attach 4x4 rail vertical in accordance with standard code �S �N G I N E E /, applicable attachments,(2)-Simpson"HDA2"holdown ties per j . 12,187 rail vert. Provide solid/firm support backing. It ` ` ' 1, I n-EGON j v6 s� is. _ A er{ \ �/►-�t�I .. .... . .. .. ....... ..... .... O \� tiNF_ NO. 1 l EXPIRES:12/31/ 1 NORDLING Proj. No.: 12-378 W STRUCTURAL CAIN DECK - I .,,,L1AL ENGINEERS, LLC JOHN CAIN 6775 SW 111th,Suite 200•Beaverton OR.97008 Date: OCT 2012 By:JEN Sheet No.: t 0 ff1/4 ;) _ e___o_. (3)Steps 12' 9' 20' t ►�Zl -0 115,ffinmenammmoseil , ,moninamla 5' 2x]0 Ledger Board 41' : 7 1 11112'between posts s a u g e i 1 + fI .v / � t a.+ ... .. . ._ F .. 4x6 PT . . .. - 52' r Post Beam t. ' 2x10 Joists 16' O.C. 12. ( R� PrLV ,five-(`, 4\L 1.0 4 . .________rr A'ttl. r.. al C37,-!el s'. ., r D aG7L +-r?tL' 0 z- %,,,,,L,)c '') 0--vozi.....2%. \ IVA,„art.1 c af a•icon)1?).k. .R qr-c V A ilfri (....3 ) --cr. - ..... -,... i ,..,...... s--,.. r,1hr- ,, \ � =; S 1.,1 1 _ow"—tottvo• I NORDLING Proj. No.: 12-378 STRUCTURAL CAIN DECK -4 ENGINEERS, LLC JOHN CAIN 6775 SW 111th.Suite 200•Beaverton OR.97008 Date. OCT 2012 By.JEN Sheet No.. Gt CP) c' c..., 5'6 i 0 42ScA(..- i G 0 L69 GE2. Ae_ o 61jL)r tic*IA eu- Ka.> �U'` t a 1- iLf 14,4 1t+act 1�r g t4vt.A.4S4e- 1.br"4.- -.Q{s- 't L a-g- (.., Lai ,- _ ------- k le: l( . C3 10 Sartan 1 I 111111 1 1111 1 1 1 1 111111 / I t \- vZ. - tf [ i / '' 10 Le' 1(.14 114='4414. at" SOS .1'�R ':Zac`3a 'r1Z- 1a 4r Si'swk, vk 11r S kLL)1IA3 I NORDLING Proj. No.: 12-378 . 115( CAIN DECK STRUCTURAL ENGINEERS, LLC JOHN CAIN 6775 SW 111th,Suite 200 Beaverton OR,97008 Date: OCT 2012 By: JEN Sheet No.: CI x�'�F ��,��r_ �ry�+ �q Jam(�t` +1`d\ . 4 �1� '1 k f �r.n Y Yom- 0 ts ,a r. r ( \ ,4,0( )2 C,SS4 4•"4 —S0510 q-'s 4- ut.rs • Itr----;175( NORDLING Proj. No.: 12-378 STRUCTURAL CAIN DECK ENGINEERS, LLC JOHN CAIN 6775 SW 111th,Suite 200•Beaverton OR.97008 Date: OCT 2012 By:JEN Sheet No.: (+$ Nordling Structural Engineers, LLC 6775 SW 111th #200 Beaverton, OR 97008 . Date:10113112 Page: IVIULTI-SPAN TIMBER BEAM DESIGN CAIN DECK • A-(TL) A-(LL) B-(TL) B-(TL) B-ILL) GENERAL DATA - 1 2 -4 5 6- All Spans Simple Support?? : YES Spans Length ft : 11.00 11.00 12.00 12.00 12.00 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 1.500 1.500 3.500 3.500 3.500 Beam Depth in : 9.25 9.25 9.25 11.25 11.25 CALCULATED VALUES -OK- -OK- No Good! -OK- -OK- Pb-Modified Allow. psi : 975.0 975.0 925.0 925.0 925.0 fb-Actual. psi : 594.0 466.7 1298.3 877.7 658.3 F'v-Modified Allow. psi : 180.0 180.0 180.0 180.0 180.0 fv(actual)* 1.5 psi : 35.5 27.9 72.3 57.6 43.2 Moment @ Left k-in : 0.0 0.0 0.0 0.0 0.0 Moment @ Right k-in : 0.0 0.0 0.0 0.0 0.0 Max.Mom.@ Mid-Span k-in : 12.7 10.0 64.8 64.8 48.6 X-Dist ft : 5.50 5.50 6.00 6.00 6.00 Shears: Left k : 0.38 0.30 1.80 1.80 1.35 Right k : -0.38 -0.30 -1.80 -1.80 -1.35 Reaction @ Left DL k : 0.08 0.00 0.45 0.45 0.00 LL k : 0.30 0.30 1.35 1.35 1.35 Total k : 0.38 0.30 1.80 1.80 1.35 Reaction @ Right DL k : 0.08 0.00 0.45 0.45 0.00 LL k : 0.30 0.30 1.35 1.35 1.35 Total k : 0.38 0.30 1.80 1.80 1.35 Max.Deft @ Mid Span . in : -0.153 -0.1.20 -0.399 -0.222 -0.166 X-Dist ft : 5.50 5.50 6.00 6.00 6.00 DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 975.0 975.0 925.0 925.0 925.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 180.0 Elastic Modulus ksi : 1520 1520 1520 1520 1520 Load Duration Factor 1.00 1.00 1.00 1.00 1.00 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes Uniform DL plf : 15.0 0.0 75.0 75.0 0.0 LL plf : 55.0 55.0 225.0 225.0 225.0 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 : Shear N : 0.38 0.30 1.80 1.80 1.35 Moment k-in : 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 Ck kid.AR?tri 1 gIR't-l' FNFRCAI C Bruce W.Kenny,KW060914SL-A ..- , .• ,.. „ .'1115 = .. : '1,Hi101,1 HP.'itt,,{ ^1 ' ,' J '. ''''-. . '.'.;;.',..,- - :„. , ,-,,•,,,:„:, , f \ - , 1 \ 'v. . 1 • ) ,.. , ,1 rt,,,,.. ; a......*:-,,, i 1 iiiii, ' ''''-, ,,•,`J':, , '... - • \\ II ''''•-•'----.. 1) ' ''' •' 4 '''l ' ,,.'•.<‘', --4 , ,' 1..= :1 l'Pl'' '., s.: 1.-''''''' ' \ • \ \ \ , 'C(j•ii\----'. • ._......-- , '1 ,, 5 I' \\ \ \ ; il 1 i ti ,1 i .1,11' lqr' ' . ' ,. l'ill' , 4,,, i,„„ , ,,, 1 ,:i.'i igy,..1 , - , ........,,,....,....,,,,*.„._,._ 'lt 1111111c ...,1 „0,.„ , , _. -41, ,,1100 -i,., 0 __ . ,0, _ '1.0 ki,'•,1=',....--- - , %,,,,,, P., - I ,.,„..,,,„. k # .w 1 ,,ill •,-. 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