BIN B-5 PERMIT 6735 - Laserfiche WebLink

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i~uee U~l...lP:i NOise: I. ALL OTHER MASONRY UPLIFTS LESS THAN 1000,i;t 2, ALL OTHER FRAME UPLIFTS LESS THAN 4~:;jt .. 3. ATTACH ALL FRAMING ABOVE MAiN TRUSSES i TO TRUSSES wi RT 18'0. i 4. T~e5 UPLlFT LOADS CALCULATED 4 CERTIFIEd 6Y EN61NEER OF RECORD. I,", ' ;~x'~~, ' ~., f~'" "" f , I , I " " . I _ ....,~ '~.i.'" )":\: , '\::,ll';" 'F ' ''lP'~ ;i$f1~}~~..}fi 1 8'-~" -11 l~'-~" ~ ;/ '1\ (,'-8" (,'-8" I r r ~ ~ 0 J ~I ,I J ~I .1 l~ tl > ~ ~I l l <f) a d~ (I) 5 w ~ ..: ' " ',. . 12" 38'.8" 22'.8" 12" 12" 2'~" UPL 1FT ~50. HC 10 (2) ~ UPLIFT 1100- HC 10 (2) (:3) 2x 12'~ UELlFT 1100- He 10 (2) RT20 UPL 1FT 1400- :-.l ~" .~ r ~ ...1 ~ <:()" r " =- <:() <;Q I I - :... I 1\ I I ~ 'f I I ~ I ~--' i I. I I ~ 'I <J) f' I l' I w -l ~J ;R ~ __.J 1> I I t- ~ RI ! "T Z I ~ ~ ,,' co w 8 ~ ~ II ii u: t\) I ~ ~ UPL 1FT ~0,0. -"" EHUI-l 28-2 I I L ~r ~{ NFM3x 10 4x 4 WOOD POST (TYP.J PC 4x 40 -a; (TOP) PA 4x 40 ( OTT) (TYPICAL): 'f I o ('< i ~I , 8'.8" I 1/J" ~ ~F~ -:- . o I r UPL 1FT 1450- HCI0 (2) UPL 1FT 110~- I-lC10 (2) ~ . (2 2x I :... ~~ " 4x 4 WOOD POST (TYP) PC 4x 40 1il (TOP) PA 4x 40 030TT) (TYPICAL) ST 2 -20 '2"f -)I-=- / ::;'-4" 13'.4" 12" fAL ~ " ,,/-::;'/-. " .iZl" 38'.8" ~A~el r:c 0 0 ~ ~1..AN NOiE: II ALL 112" CDX PL '(WOOD TO BE NAILED Q" i?),C. ENDe AND 12" O,C. FIEl.D I.JNLEoe NOTED i I TRUSS MANUFACTURER TO ,PROVIDE SIGNED AND SEALED TRUSS DRAWINGS INCLUDING BRACING DETAILS. 'It'';' I I, , ,:'~. ~ ~t$. '..\ .' ," ...., . ~,'" .\ " :-.! . , " , .r'" .'~.'~ . ~ ;;: '" ~ ODD t- O c::J 0 ~ W ~ 8 ~ ~ <J) w I ~ ..... U ~ " I ~ ~ <J) ..... (j) ~ ~ -l j:: I tJ) 2 ~ '1 U ~ U () ~ u: ~ G I -I - u: ~ (l rtl t- w ~ rt I -I ~ (j) > B -I ...... (l) IU ~ I :t 0 to,.. -I ii5 I ~ IU lL -I '1 -l -1 ~ I ~ f.J I <t lL ~ c f.J ENGINEERING CER1IFICATION OF PROJECT NO. STRUCTURf'L COMP:ONENTS ONt y <311& I hereby certify that r :hava performed to the attached desIgn and it is in complianco with Sljction 1606 of DWG NO. the Standard Bu(rding Code A Ie ;-...orrr~ .' -'" . ~ t-- t-- C> C> I I o l"') .... N I I .... ~ ~ ~ ~~ ~ ~ ~~ I I -.. ~ <J) I 0 i= '1 U ~ I u: G I ~ 0 It. I ~ EFf++:j ...... ~ 0 I ii5 ~ ~ I -l ~ I I~I b. ~ C, t.. ~ z o ..,; 0.. ~ w Ct:: ., >- >- ()) ()) 0 j ~ c( w Ct:: 1: o <.) I- )- III --I III [ffiml \ \ 1 \ , ~ ~ s= en .~ t,(l ~ ~ ~ III ~ ~ ~ t:) ..;.-t di:t I~~l ~{ EEEJ t>V4 o~ ~ ~ I'" ~ t.. ~ s= t.. 0 CIJ t:) N ~ & ~ ~ /'~W /~~~ "t ('t ~ .'{ l <0 co c-.,<o "'~ "'~ I I co <0 co~ lI)~ I I ~~ ~~ ~~ ~~ '-- '-- ~ ~ V) ~ ~ q ~~ A A~ ~~~~ I ~~~r.. ~' ~~~~ ~~~<ld ~~I~ ~ :~~~ ~q<::>t..l ~~~q ~~q~ J: .....q~ I ~ ~t3 f..,; ~ ~ <::> ~ <::> t"" <::> C'( ~ (,) ~ ~ ~ ~ ~ ~ n:: ~ ~ ~