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Specifications • STRUCTURAL CALCULATIONS FOR 11705 Ann Street Portland, OR . CITY � OURARD 4 f4l' 1°y0 Approved 1:.��:'......., .ss.�.«� t R Conditionally Approved. ,.,......,... I I See Lear to: Poi law ............... I I I © Attached...., .... „ .( l ENGINEER WAS RETAINED IN A Permit Number: t” r� -• Ov LIMITED CAPACITY FOR THIS �� r �) 1 PROJECT. DESIGN IS BASED UPON A, `" INFORMATION PROVIDED BY THE By: '�`� CLIENT WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF THAT INFORMATION. NO RESPONSIBILITY AND /OR LIABILITY ARE ASSUMED BY, OR ARE TO BE ASSIGNED TO, THE ENGINEER FOR ITEMS BEYOND THAT SHOWN IN THESE CALCULATIONS. OFFICE COPY r ARP RINC • Project:! 1705 SW Ann Street 4` ? C.R1 RI STRUCTURAL Client: Bill Fuller Arch. Proj_ No.:09 -158 illkIIIIIENGINEERS Date: 05/09 By DJN Sheet No.:COVER 2700 SE HARRISON ST. STE. 8, MILWAUKIE OR, 97222. 503- 607 -0481, FAX 503- 607 -0486 doveebkengineers.com .. i • : (kAVL 1 ri. ZA OLA . TTO S. . j 1 s T .41 1 4E . 1 1.1 1 / - a : :..:;,,,i (/5)1 z ' 1/4 , ) ..= ... 1.9.5 . Ib- / f ................ 1 1j 125 )1 3 zs.. 16 ill. . i 1 ..: R,:_ yt,.c:... ; • xIr: 7 fig 7,e,e- ..... ps.t. ... ) I . 1 014 I f: . J..., _ . . : 1 : if . . : : I I j .. .. .... .... .. .. . -. ..... ..... Ij E i i t Pro SW Ann Street 1 .. 1 'r 11111/11111111INCe I , um RI STRUCTURAL Client: Bill Fuller Arch. Pro j. No.:09 -158 . trRRENGINEERS Dote: 05/09 By DIN Sheet No.: i 1 1 2700 SE HARRISON ST. STE. B. MILWAUKIE OR. 97222. 503- 607 -0481. FAX 503 -607 -0486. dove4.1bkeng6 eers.com Title : 11705 SW Ann Street Job # 09 Dsgrtr. DJN Date: 11:15AM, 7 MAY 09 i Description : G rav i ty Calculations • i ENGINEERS �N EERS Scope v,' ! Rev: 580004 --- -- --- --- ------- - -- - -- _- _ i user. KW-0600914, Ver 5.8.0, 1- Nov -2006 General Timber Beam Page 1 (0983 -2006 ENERCALC Engineering Software gravity ca tes.eocCakulations Description Kitchen/Living Room BM General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Priim: 3.5x11.875 Center Span 16.00 ft Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft Lu 0.00 ft Member Type Manuf /So.Pine Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Load Dur. Factor 1.250 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi E 2,000.0 ksi ■ Full Len! h Uniform Loads Center DL 195.00 #/ft LL 325.00 it/ft Left Cantilever DL Nit LL #/ft Right Cantilever DL #/ft LL #/ft Summary • :__.:....._... Beam Design OK Span= 16.00ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 16.6 k -ft Maximum Shear * 1.5 5.5 k Allowable 24.8 k-ft Allowable 15.1 k Max. Positive Moment 16.64 k -ft at 8.000 ft Shear. @ Left 4.16 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 4.16 k Max @ Left Support 0.00 k - ft Camber. @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.442in Max. M allow 24 -85 @ Right 0.000in Reactions... fb 2,427.45 psi fv 132.12 psi Left DL 1.56 k Max 4.16k Fb 3,625.00 psi Fv 362.50 psi Right DL 1.56 k Max 4.16 k l ! Deflections • Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load • Deflection -0.294 in -0.785 in Deflection 0.000 in 0.000 in ...Location 8.000 ft 8.000 ft ..-Length/Deli 0.0 0.0 ...Length/Defl 652.3 244.60 Right Cantilever... Camber ( using 1.5* D.L. Deft ) ... Deflection 0.000 in 0.000 in @ Center 0.442 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs �r w Bending Analysis Ck 19.049 Le 0.000 ft Sxx 82.259 in3 Area 41.563 in2 Cf 1.000 Rb 0.000 CI 4159.998 Max Moment Sxx Redd Allowable fb @ Center 16.64 k -ft 55.08 in3 3,625.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 5.49 k 5.49 k Area Required 15.148 in2 15.148 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 4.16 k Bearing Length Req'd 1.829 in Max. Right Reaction 4.16 k Bearing Length Req'd 1.829 in n 2 • . ..... ® . , KYFE.K i . FT``, j ,' - _ i �. - . { .- L, f .. 4ke r- i , .:. E/. ( F1 . i • • • d 1 • r 1 I t i 1! f,-� .. .:e o.. .,,7 ° ..-1 I • i : : : si ''',,, , • . : '1 , -40, , . . • i T '' E S 1,11�INC0 Project:11705 SW Ann Street i 1 III RI STRUCTURAL Client: Bill Fuller Arch. Pro j. 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