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SGN2002-09007 (2)
SGN2002-09007 QUALITY SELF STORAGE 18524 US HWY 19 N ':" . WI '...J r .. " ~4 f.~ r: PiC /~ r J r '-s~~.~o~~ 5377 ASHTON COURT SARASOTA, FLORIDA 34233 FAX. (941)924-2027 JOB NAME: QI41 JI II' 5"c'?,c- $ ro~'J "r LOCATION: CL~.4< A/;fhrJI( . / BASIC WIND CALCULATIONS PER: ASCE 7/98 (USE Kzt = 1.0) V = DESIGN WIND SPEED AT 130 M.P.H. MIN. DESIGN LOADS 0.15' lfi..,UI' 3140' 5T-TOO' FROM TABLES Kz - ~lOCITY PRESSURE COEffiCIENT 57 7D Bf 99 IC<I - WIND DlREcrJONAUrY FACTOR B5 B5 B5 B5 , - tMPORrANCE FACTOR. 10 10 10 10 ~ _ 00256KzKdV'1 20.. M. 74 29. 78 364 ct - (&fIN SC) 12 f2 12 f2 G B5 B5 B5 B5 Pw - WIND PRESSURE - loW" .Q213 0H3 0304 03n A P. F H M SID AREA WilD PRESSURE FORCE CEmUII .UIIlIT son I I/Il). fT, = 1 I fT I Fl. 1 A 1:)60 X (J.71 .3 = 0/17' X 7 = If tJ B X = x, = c X = X = 0 AT= FT= c= MT= STRUCTURAL STEEL CALCULATIONS- Fb= .6 Fv (1.33) =.6 (46k/m')(1.33)= 36.8 kJln' for AT.mSO:~B Fb= .6 F)' (1.33) =.6 (35k/ln')(1.33)= 28.0 ktln' for ~;e = 12 X /9 wY ) = f/I 8M TOTAL FROM GRADE' 8M REQ'D = 12 X M Fb FOR TWO POLES USE: SM TOTAL x: .7 USE I ~ r; f! 4/1/.-9 7( ;Jf;lo)4 Si/1IA S-'S 5TZEl-- j?1/:";. ;:;" - ff,;/1 FOUNDATION DESIGN CALCULATIONS: , Y = 13 FOR Ht @ 0 -15' -1.0 FOR Ht @>16'.()" Ps - SOIL PRESSURE - 8OOPSl'~OfOEP1liI'OIIOO.pjl.CTEoaoll - - 400 psf: OF OEPfli 1'011 lOOSE SAND a GRAve. B = WIDTH OF FOOTING PARALLEL-l.5(Mt/(D-V)2) = Is L = LENGTH OF FOOTING PERPENDICULAR TO FACE"" 4W- = rJ D = DEPTH OF FOOTING- Y+~1.5(Mt/B) = 1 Si = 1/3 Ps D = 1/3(0600) ( l' ) = lo~'.7 P = Pw X 1 000 X At (FOR 2 POLE SIGNS Ft x 7 x 1000) t lIull)( "'1) ('Jv) =.?~ tf~ 8 K = 2.34 (P)/Si X B = 2,,34~5J''''/~t?",7)( t:j) = /:J, CHECK: D=K/2 (1+ ~ 1+ 4.361&)/1 =1 J 11+ t 1+ 4.38 ( 7 ) = :s 9 .If IS if) ( 1.3 USE FOOTING: W X L X D = CU.YDS EACH TOTAL CONCRETE - J. :3 CU. YDS. WILSON STRUCTURAL CONSULTANTS 7184 BENEVA ROAD SARASOTA FL 34238 ---A (941)921-5511 00 DATE: g -6 - t?.:2. ~@~OWI-E r-'] W SEP I 3 2002 DEIJElOPMU,1 S[h'JICES OEPT ell Y 0 F eLF A 1.1 ,\ ~ ! [ R (~ ~{J;~J I J IJA'I' CI m < O~ :::;0 <"U 0"= .... ,- 4'.0" '4'00" 6'-9" - 3~ / 7'-0" 1'..1)" r---l 'I - j , 0 0 "'" ClI ll:) d) ." C; ClI . . . 0 0 0 0 b2J en m -0 IriJiI ,- I -, - '- - M, I _, I ., I ~ I ~ ~: j c:::> f-"" :-" I j'o..,) I- i . ~~~~~-.:::* [ ! Q 6 ~ oo.....:e l a )>~- :D;.,' )>tD~ ~mz -izcn .>17], ,,~:o r- C ~:DO l\)~c! (,.)0:0 co .> r ~ en c , ;;! 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