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• . , • • . . • . . BEAM/HEADER • • ti• • (CALCULATIONS AND SKETCHES) • for Cook Residence • • • . . • r PROA- . 4.43 e'11 /C • CC _0 - OREGON . • • L 4 ' 6 k P • .-41( • • 2 7 /3 f% 5 Attached (Tales pages 1,2 See design drawings byMascord We have been asked to size one header for increased window with point load from 1 See drawings 2121C drawing 3 showing (3) 2x.12 point load on 3' wide opeing increased to 5'-6" wide opening at kitchen area. • . • .., Approved plans shall be oh job site. 2_2WO j STAN • sTRuclURAI... CONCEPTS City of Tigard Les M. Pettit. P. E. • As,' roved Plans Final inspettion approval is . r By Siva- • Date 7 requied prior to occupancy. July 8.. 2008 IAAT. -001 (.0 „: • • • • 42842 • • • • 4 This permit does not authorize the violation of any • rights of holders ofprivate.easements. The ap- plicant is urged to contact any such parties and • secure thier approval before commencing work. • • • . . OFFICE COPY . . . . . . . • • • • . • . . :. ' • ‘• 1 • ,. . ' . . . ,„.. • • . . . . • . . : - . • : . ,...., ,... ,...... -•... • : ....._ -....., • ,--- CO NCE P T • . Ai_ • • . c t , r T T P = 1 i,c-- - 7------ - -' - - - -- 4 1 , 1,...,. .. , ...• ,.., . .., . LA.. L.] . 1 • h P.O BOX 61411 . . • „...,----- - : - •__,.,... 7 1 1, • • • . . VAN WA 9 p, b p 6 • , 4•;i6.,,,........4.....,.... , I . • H-I TIF 360.69 5 ;566 3 7.) 71 ,•., ' ,- • •••• — C 0 6 K • ' . - - 7.-- : - - ---1- 6Y: - .. - CF`:::. •; 77 7 Q 8 :,. • • ''' - 't '; /ft i'..*41 ' • • " -' " ' 1 - 26 - 4 - 2 -- - --- -. .. .71 — P , t %.., OF , : _-'..):.)t ) ,•: IN- ,-; i - A h.l. ,, Ell (1,-,.. T i GA . 0, 4- ,,-., --- ,..... .. .. I . , I • I i I .. . I I L ..- BEAM RDR LOADING 1 i .. , I BEAM SHOWN ON Mix-SCOED PLAN 2121C ' ! :--• - ! NEW HEADEP ' (.1) _ I DWG 3 (3) 2N1.2 OVE[' . : . I I E , • ! 1 . . . .. i•- . , . . . ; ,.. 1 -''! -- -- --------- 1 ,.....) ---- (....) ---------------- • . . . . • . ['- - . SNOW 25 PS1? :300 PLF' ! : • ROOF Si-IAKES 2.0 PSF 12' = 240 PLF .• i • :__ : • WALL 1.0 T-•:.A.' 9' = 90 PLF 1-- _ • 'mi., BEAM SPANS 13.5 FT ,--- , F- '' • PT-LOAD =. 4253 LBS . __-;46.-- • ." - ■ FLOOR. DL 12 PSI U.VE 40 PSF USE TRIB = 4 676 LS A- • . -•-•=, .:-.. . • - FI .00 R UNIFORM --: 251 PLF I- • , _ : - .. . : • . . . . . . . . • . (_:,;• Z. Ail ;---- i - • • • . • 5%:.52 7 . • . • , !_ , • I- 1/1--- . , . rp. i•- : . x 7 ., . • . ..." 2 . 1-- .. • • • . f, j• A , • • . . . . . . . . , . • . -/, ,....... ., .; • • . - , • . . • . _.,-.7_ x7,- .› r • .. . . . • . . _ - ,.---.T - 'y - T --- 1 -- --- r --- 1 --- c - - r• --,-- -- TT r - 7 - 1 - T - 1 - T - 1 "- T - r" 7 --- r - r - - - r - r - T - r -- r -,-- - r - r • -- r • . I. I • . • • .1' . , • • ' .., • : - . • • • ' • . .... ' ' • 1 - • • COMPANY PROJECT . ,.. .., . I l' '' \A/o r k s ,„ Y.: O70; . . - July 18, 2008 14 00 00 Beaml Design Check Calculation Sheet ,., Sizer 2004 ,, LOADS: ( lbs, psf, Or plf) . • Load Typo . Enstribution I Magnitude Location 1ft] T-Pattern . Starr Duo Start End Load? • - ' .. pt Dead - Point =15:,, 2.00 No ul Li 7 EMI ' : 2.5! .0 . No MAXIMUM REACTIONS (lbs).and BEARING LENGTHS (in) : .. . . . . . , .. .. "" ' • • . . . .... . . . . .. „ .. . . . . - ,. .. .•;" .: . ... , ." • ;,... . .. .. . ... :, • . . ..,• .:•..:.•• -- :. - . . . . . , . . .. . . , . .. . , -. •• .-. . . •-• . • . • • • . • • - - , • - •• .... ..• .. . ... , , . : . • • . . . : . , .. - • • • - . . a - . . • ' - ' ' tec7 ._:_i_ r1 Dc 3087 155 7 . . 7ot.1] 31' • 2310 • , . ...1eaTing: • . . 'LC n= ,-, be:: , : , .- . . . 2 • L,nath 1.3 . . 1.0 • . . Glulam-Unbal., West Species, 24F-1.8E WS, 5-118x7-112" • Self Weight of 8.85 plf automatically included in loads, . i Lateral support top= full, bottom= at supports, Load combinations ICC-IBC: 1 • SECTION vs. DESIGN CODE NOS-2001: ( stress=psi, and in ) Critei: F :::hear ,%natvF:L value 1:!s1 Value Analvsis/Dcsic:-. fl' - la3 • .Fv' - 240 tv/Fv' - 0.60 fb-- 176c.:. , ' Fb' - 210 fb/Eb , 0.75 . . Live 11:1 r).02 , t '2.,..999 1 0.20 '-, L/361) 0.1:, • . LTotal D;a11'n 0.:6 - .L/437 0.30 = L/2-10 0.55 ADDITIONAL DATA: • • . FACTORS: C CD CM CS CL CV Ofu Cr Cfrt Notes Cn LCf Fb'' 2400 1.00 1.00 1.00 1_000 1.000 1.00 1.00 1.00 1.00 - 2 Cc :40 1.00 1.00 1.00 - - 1 .00 1.00 1.00 2 1.00 - - - - 1.00 - - - 1.0 nillion 1.00 1.00 - - - - 1.00 - : - 2 1 liending-): LC1i 2 r-: 0'1., N = ;159 lbs-ft . )neat : 1C4 2 - 0+1,, V - • 3040, V design ' 3677 Lbs • .... LC 2 = D+L ' El= .324 lb-iu2 . .. l Derlc.:i.dr. ,-: 1.501:ea.:11..6ad 4 Livo Load pc=tlecticm• )=decd. :,-live S-sn W-wind I=imoact C-con.struction C7.--concontidted) . . LC . s . al'!:e 1..isd .:n the 'Analysis output) I DESIGN NOTES: . . . .. : - . 1 Please verify that the default deflection limits are appropriate for your application 2. Glulam design values are for materials conforMing to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190 1-1992 3 GLULAM: bxd =.actual breadth x actual depth. 4 Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3 3 5. CLULAM. bearing length based on smaller of Fcp(tension). Fcp(comp'n) - . • .. . . . . (i . .. . . . . - ' . .. ... . . • • . . . . . . _ . • , . • • . • . . • • . • • . - • • ..7 . . • . • ., ' . . • • . • . u. ' - • . • ---- ----------it- t6 2'2- s f K `t I�� S 'i'vI 6.n �> a 1�1 -�[ r o p e.. � w ►d 4 h �c � 6 1r?' a" It 6. ar �nDI� (b Of--; UI 1fff- It Il 6% 7' i t . F . _ l 3' -0' , 4'-0' 3' -0' 6'-10' 15' -2" 4' -10' 2' -0' x l' -6' �-- ONCRETE PAT 10 - 3) 3/0 X 5/0 F IP. I VERIFY SIZE 4 SHAPE WI OWNEF / 47 4p 06.0 <-f4-E- I t. / \ Oil 0 I • NO K 1- - L---- 5/ } X X3 /6 \, R DR - 4 � ; (TEMP) I HOSE S.H. (30' VENT) / , 26 , BIBS 3/0 X 4I/0 FXD. (3) 3/0 X b /0 I S.H. 0 I 5 1s X 101/2' G.L. M. (FLUSH m � . I :>•C� _ 1 111 I 1 1 II ' S IMPSON' GB -5 HGR / L I I 04611. II :: I,,, / I I I 0 VAULTE Da V r— 14/8X13 � F O NIT • lei Illg Mt MK lg. I KIT. � I 8/8 X 16/6+ X FAMILY IRM n 15/0 X 16 /6 ...I 0 Q ib ai - 1 '-' I • --i di \ I AI Z _ flf� • I - I 1+ -1— FIR! N dHII! I I 4 B 111 I I M I FLU' J IIII I 1 X a 111 111 1 _J X ■ '� 3' -10" 3 8" 1 2' 0' I n - 8'-0' I ' v I ii ir m .1 1 1 1 i1 1y1 ` DESK I I I w PANTRY I I I Q CD ch 1 ty . 1 fq , - 71 Irr* E* 14/i 11 I 1 I 2 c_ 7 c9 6 1 . 1 `, / L 1 I L _ _ sl I , 4 1/. JL__ —J TRAY \ \ ' _ I U IL I�IE OF 'p 01� o • PP ti ® ' S.G. ' ER 24 X 30 , FIL OVER CRAWLSPACE SELF ACCESS FURN CLOS i I _ 1 2/0X4/01\ / — / /1 ilk TEMP. OVER \ / I (i 1 I 411 _ LAMINATED \ 1 Q 1 6' -1" I 1 2'-1" )1, 2' -11" �I' -10' 2 - 2' X 4' - 0 ° ky IL - - - 2 y 3'-1" / X S.G. ■ I j U \ I 10/0 n 0 COVER WALLS, I cs' FLAT CLG. It �, __I I �} 1 So CLG., 4 BEAMS 1- .) W/ 5/8' TYPE 'X' AYP Fn 1?" TEMP. SIDELIT iiiii 2 b GLG. Js;