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Specifications RECEIVED APR 1 2015 CITY OF TIGARD STRUCTURAL CALCULATIONDILDINGDIVISION FOR MALA RESIDENCE 16400 SW WOODCREST AVE TIGARD, OR 97224 -- EXTERIOR DECK UPGRADE -- PRacexao 12,187 OR .ON 4! ✓ eG4 Y 15 " . �90� titi F. Nog°" CITY OF TTIGARD EXPIRES: 12/31/16 ��FOR CODE COMPLIANCE Approved: OTCs [ Permit#s .'1 /0 I 5 Address: (1 • ,_ Cco► Suite#s _ By Date: 'IL l IS OFFICE COPY Contents Details A-D DI -D3 Contact Person: John E Nordling,PE Calculations Cl -C2 NORDLING Proj. No.: 15-086 lt15( STRUCTURAL MALA DECK ENGINEERS, LLC DANIEL J MALA 6775 SW 111th.Suite 200-Beaverton OR.97008 Date:MAR 2015 By: JEN Sheet No.: COVER fi, ( vats- ------rru�c � •sac ti�`a; C-....-T.i.s —1 d :7 ,___ .r. -tc7 i' 0 It, _ , 1 !' ; , s,..,?,,,..,. ,46,,r3,34...,; B...-.., ... 5...44,4, 'ft' To, 1 3 I . i ..4 ® • r il, _. �— h ° i 44 M s... - O I ® OM(4 . , iv :. !. kt(66 4 i‘tz irt„. .. 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No.: 15-086 STRUCTURAL MALA DECK _ ENGINEERS, LLC DANIEL.1 MALA 6775 SW 111th,Suite 200 Beaverton OR,97008 Date: MAR 2015 By:JEN Sheet No.: G 1 Nordling Structural Engineers, LLC 6775 SW 111th #200 Beaverton, OR 97008 Date:03125115 Page: MULTI-SPAN TIMBER BEAM DESIGN MALA DECK A-(TL) A-ITL) B-(TL) C-(TL) GENERAL DATA 1 2 4- 6 All Spans Simple Support?? : NO Spans Length ft : 9.50 2.50 7.50 9.25 End Fixity: Pin:Pin Pin:Free Pin:Pin Pin:Pin Beam Width in : 1.500 1.500 3.500 3.500 Beam Depth in : 9.25 9.25 9.25 9.25 CALCULATED VALUES -OK- -OK- -OK- -OK- F'b-Modified Allow. psi : 1140.0 1120.7 1080.0 1080.0 fb-Actual. psi : 383.8 122.7 676.2 771.4 F'v-Modified Allow. psi : 180.0 180.0 180.0 180.0 fv(actual)" 1.5 psi : 32.7 13.1 55.6 54.0 Moment @ Left k-in : 0.0 -2.6 0.0 0.0 Moment @ Right k-in : -2.6 0.0 0.0 0.0 Max.Mom.@ Mid-Span k-in : 8.2 0.0 33.7 38.5 X-Dist ft : 4.43 0.00 3.75 4.62 Shears: Left k : 0.31 0.17 1.50 1.39 Right k : -0.36 0.00 -1.50 -1.39 Reaction @ Left DL k : 0.07 0.11 0.28. 0.30 LL k : 0.24 0.42 1.22 1.09 Total k : 0.31 0.53 1.50 1.39 Reaction @ Right DL k : 0.11 0.00 0.28 0.30 LL k : 0.42 0.00 1.22 1.09 Total k : 0.53 0.00 1.50 1.39 Max.Defl.@ Mid Span in : -0.068 0.046 -0.077 -0.134 X-Dist ft : 4.62 2.50 3.75 4.62 DESIGN DATA Le:Unsupported Length ft : 0.00 2.50 0.00 0.00 Fb:Basic Allowable psi : 1140.0 1140.0 1080.0 1080.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 Elastic Modulus ksi : 1600 1600 1600 1600 Load Duration Factor 1.00 1.00 1.00 1.00 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Uniform DL plf : 15.0 15.0 75.0 65.0 LL plf : 55.0 55.0 325.0 235.0 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 Shear # : 0.31 0.17 1.50 1.39 Moment k-in : -0.00 -2.62 -0.00 -0.00 Deflection in : 0.000 0.000 0.000 0.000 • e.,Z V4.4B2(c) 1983-95 ENERCALC Bruce W.Kenny,KW060914SL-A