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WEBER CONSTRUCTION 8175 SW 11144 Suite 200 • Beaverton O& 97008 Date: SEP 2006 By: TEN Sheet No.: 1:)t N . ) BUILDING LOCATION asig&NIII OCT 11 2006 1 T O PORTLAND CARMAN RD. �i V� L } _, X77 -."71c r , EXIT 8291 : I r - i � PROJECT #06520 is !! !!III -r i'tee„ .p� ' N J U �_� its" I. � � ~ [-, 3 :1! a •zr 11 t - 1 L a r '. _. ,..-7 i t 7: '.--.--- - nr .. Q� \O c� A P4 E. c') wA gi 5 ,, � M M V o � o '' 1 LOCATION MAP a o x w.�a 0.1 1-14 Q A -1 NOT TO SCALE - [�] I4 g Z a�mA t.., O -T -C o 26'40 2647 21Y-11P I I I I nqtoad • 4.4 44 Construction T W U Rated Corridor ' r Energy Code A, r Z w A.. N I i I I 1 I I I I I I I �: v � A ccessibility CI: g Z o�z I I 1 1 1 I U o Q r I CITY OF TIGARD ; r .. 0 0 O I I I I I , � . ► Approved - U �oH Conditionally Approved............ [ I O w W a d N 0 al 1 See Lamer to: Foltow. [ 1 a a , __ r. :, [ REVISION m. . y- I1 Addresan AREA OFW•' By: = Date: , /lam. , a I 2. f, DATE: 10/10/06 2 BUILDING PLAN OFFICE COPY PERMIT SET A-1 SCALE 1" = 30' A -1 STRUCTURAL CALCULATIONS FOR AMERICAN CRAFTSMAN FURNISHINGS 1 5230 SW SEQUOIA PARKWAY PORTLAND, OREGON -- ROOF BEAM REPAIR -- 0 PROF � ( � � \� � F ` �`/o - ,187 . OR• ON ,� '06,4, ✓� 1 s • ` � f . NOR • Z{M . Contents Detail A DI Contact Person: John E Nordling, PE Calculations CI . - C2 NORDLING Proj. No.: 06 -338 STRUCTURAL AMERICAN CRAFTSMAN FURNISHINGS ENGINEERS, LLC A.J. WEBER CONSTRUCTION 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: SEP 2006 By: JEN Sheet No.: COVER • 4. f ( I6 ,� ra.Ge ... - fi (t� b i t . . , 1114 f TbI�IZ�tiI%pi�b r .. . I •li i ' I �a1 6 ) icis C ,c� S-r J60 • 1p� y ' \4 yv1ku LVL .. . ®..... � • 61.E rr� Gt�.C qP)SW3 -. NE. if o 4. l0 1F ar* ,..ki So1L +s.. b,,,„ �- A I t)1/4.-_-1-.0, %. L. - Fri 1 . . T 1 r r ----7 ------ *, c‘t\•:: b n o ∎r SOW ?M • ) . nil ° ti , P6. eA Y . 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AMERICAN CRAFTSMAN FURNISHINGS GL -5x15 GL5x13.5 GL- REINF. - GENERAL DATA 1 3 5 --- All Spans Simple Support ?? : YES Spans Length ft : 24.00 24.00 24.00 End Fixity: Pin:Pln Pin:Pin Pin:Pin Beam Width in : 5.125 5.125 8.875 Beam Depth in : 15.00 13.50 13.50 CALCULATED VALUES - -OK- -OK- -OK- Fb- Modified Allow. psi : 2892.4 2724.1 2724.1 fb - Actual. psi : 2888.4 2719.6 2689.3 Fv- Modifled Allow. psi : 218.5 218.5 218.6 fv factual) • 1.5 psi : 125.1 115.6 114.3 Moment @ Left k -in : 0.0 0.0 0.0 Moment @ Right k -In : 0.0 0.0 0.0 Max. Mom. @ Mid -Span k-in : 518.7 423.4 581.6 X -Diet ft : 12.00 12.00 12.00 Shears: Left k : 7.18 5.88 7.80 Right k : -7.18 -5.88 -7.80 Reaction @ Left DL k : 0.00 0.00 0.00 LL k : 7.18 6.88 7.80 • Total k : 7.18 5.88 7.80 Reaction @ RightDL k : 0.00 0.00 0.00 LL k : 7.18 5.88 7.80 Total k : 7.18 5.88 7.80 Max. Defi. @ Mid Span in : -1.720 -1.934 -1.912 X -Dist ft : 12.00 12.00 12.00 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 , 0.00 Fb:Basio Allowable psi : 2400.0 2400.0 2400.0 Fv:Baslc Allowable psi : 190.0 190.0 190.0 Elastic Modulus ksl : 1800 1800 1800 Load Duration Factor 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yee Uniform DL plf : 0.0 0.0 0.0 LL pit : 598.0 490.0 850.0 QUERY VALUES Location ft : 0.00 0.00 0.00 Shear • : 7.18 6.88 7.80 Moment k-in : 0.00 0.00 0.00 - Deflection in : 0.000 0.000 0.000 V4.482 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW080914SL -A Ct