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Plans • • I • i •• I • • • ••. • •••e • • • • ti �. .... K .... • • •• .... aw_..._.� J • • . • • �,• • • • • ... • • ••• • �..... • •••• . • • .I •••• i 1 i .......] ‘4.7% I I mo o, i i 1 ,,,,,,c_____,./t) 1 ■ Vp •••• • 1 • • • 1 - A \ \ I : •••• v , i •••• \ •••• \ , � • P 1 • •••• • \\ �\ 6 t • • • • a • \ f ? ■ J • • • \ • Q • • • • • • •••• T • • •• N i ' ••• • • • d. • • • • •I •••• N i D I F� E i i , E „.., 1 i 1 1 . 1 i 1, . I; 1 i, ,,, es , 011, 1 , . ., If 11 vr+ i 1 L ,„ , ,, , .. _ _ ... i ,. 1 _ 1 s - ......._... L — 1 li j i I t i I • 6 . It I .■ Nicoli Engineering, Inc. .. .. • ' • • .. ..... . .. . ....... .. . _ 1..■. PO Box 23784 Tigard, Oregon 97281 • Phone: (503) 620 -2086 : l=aic (503)' 6B4 - 3636 • • • • . • . ... • • STRUCTURAL CALCULATIONS & DRAWINGS i PROJECT: ••• • • • • • • • • • HEADER DESIGN OVER BASEMENT WINboVU' ° ° ° ° ° °.' IN EXISTING CONCRETE BASEMENT WALL 9505 SW 74th AVE. TIGARD, OREGON 97223 - r, 11 0 CLIENT: _ .: N ALEX BUTCHER ` � o TO P. 0. BOX 3293 i @` NEWBERG, OR. 97132 k. 11,1 V� ri ,Z�� 7 41D P ROFF 2 1 6,507 \ k IF ,V 1 df 'i " .N . L, J 3 2 Note: Nicoli Engineering's design responsibility is limited to only those specific areas of the structure and /or project as presented herein. The attached calculations and /or construction details have been prepared for the above referenced project for the one - time -use at the noted site. JOB NO.: 07 -0414 PREPARED BY : ENK CHECKED BY : JA DATE : 1/18/07 PAGE 1 OF • .' .. .. • . • • • NicoIi . Pro ec ^ �� P ,y . . GP Client: (� �, e4, . • • By. • ENGINEERING, INC. Job No.: C/7 -••• C57 401 g- . . .: . o °te: 5 . p 2.: • . . . . . • • ... ••• • • • • • • •.• ... • • • 2 G - ...... • • .. .. • • • .. • • ... ... .. • . • • • ... • . mumii X 1 154 w 51, ',kI191"I e) tA =1 .)c-2147-r 91 ✓24 4 ? r-' 05 s Q,, o 4c i'20■9)J T•W -L \(0120VJ 9025 SW Center Street - PO Box 23784 Tigard. Oregon 97281 • Phone: (503) 620 -2086 • Fax: (503) 684 -3636 ' • • 410 • • • • • • • ' • • 41 • • • • : • • • COMPANY PROJECT • • Nicoli Engineering, Inc. BUTCHER • • • • • • • • PO Box 23784 HEADER I 11,, WOOCI Y ® 1 I Tigard, OR 97281 H -1.wwb sa7rnARErouWOODna51fN Apr. 19, 2007 12 :46 • • • • • • •. • • • • • • • • • • • • • • • 0•0 • • • Design Check Calculation Sheet • • • • • • • • 000 • • • Sizer 2004a LOADS ( lbs, psf, or plf ) • .. 060 • • 0 • • 0 Load Type Distribution Magnitude Location [ft] Pat- • • • • • • Start End Start End tern • • ••• ••• •• • • Loadl Dead Full UDL 154.0 No • 0 41 0 • • 41 Load2 Snow Full UDL 163.0 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : A L 0' 4' -3" Dead 327 327 Live 346 346 Total 674 674 Bearing: LC number 2 2 Length 1.00 1.00 Lumber -soft, D.Fir -L, No.2, 2x10" Lateral support: top= at supports, bottom= at supports; Load combinations: ICC - IBC; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Anal sis /Design Shear fv = 46 Fv' = 207 fv /Fv' = 0.22 Sending( +) fb = 402 Fb' = 1045 fb /Fb' = 0.38 Live Defl'n 0.01 = <L/999 0.14 = L/360 0.05 Total Defl'n 0.02 = <L/999 0.21 = L/240 0.09 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.15 1.00 1.00 0.917 1.100 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Custom duration factor for Wind load = 1.33 Bending( +): LC# 2 = D +S, M = 716 lbs -ft Shear : LC# 2 = D +S, V = 674, V design = 429 lbs Deflection: LC# 2 = D +S EI= 158e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. ••• • • •• i. ; ; ; I. 3 y3 j 3 X3 \ V) X < 1 ...• 4. `, ic- . , . • • • • • • • • • • (yit-t-N vt„5, - -... . -1 4 .-._. .\:- 172 _ 1 ./ . f , . 111. .,_,.../.Z._1 11 Mir ...,....—, itii- \-- .......,..._,.. • cA \\ licv,.- -_,... : :----,..,- ....-..---., (I , : :: • • • • • • li • / 1, II • • • • • • • • • • _...r - - ' • • • • • • • • k 1 ' - -z • • • • • • • • 11 . 4 I I ' 1 1 0 \Pe— , II: i i - • e • • 11 • • • OIL\ lc- : . 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LIABILITY [-+ —r-T-0 , 4 _ II ..(,_ IA L_I . ._.__ _....._L:. ____ _ \ 2 The City of Tigard and its 3s LI \( 6 \,1/4) 31” employees shall not be responsible for discrepancies Final inspection approval is which may appear herein. required prior to occupancy. _....,...,., ----„,.. • Approved plans pGYL.---- CITY OF TIGARD , • shall be on job site. ,A, 1 -. - :) 0 1.4%1 Approved (Ot 1 x NC -)rit., Conditionally Approved ( ): For only the was described in: V - 1 - k3 "..c‘ v , PERMIT NO. k " 5 t A r`OrITI-C X) 6rd cod 5 13 CI rtAV1 See Letter to: Follow ( ): " 1 ' ..sttach Job Address: ( ): , Q.N1 ,1' 32 -1 - 4 ...) "7 I-MI , i• -• t VI . - r■ .... 0) ' 1 •D __-• : 1 _ ____ .._. , ....___. f .. _. . . . ........... , ...._.......____ 1 , ..),?r015 c,\"1-1- I ! ' : 1 i ..--.....-.: 1 1 i 1 i I i \ 1 i I , . .k )( S-/C[11 ill II e sii- 1 1 i ,.., — t r 1 1 rea ) I 1 1 lA . 0 0C i 1 1 UH 1 i X S ! i a . . , , . ; ; .,._, 1 I i th I 000 Go Cri 1 ! 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