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SGN2001-09008
SGN2001-09008 WORLD SAVINGS BANK / DUNKIN DONUTS 23988 US HWY 19 ~:!l OJ 9 Hi '" so;: z ~ <> " iii ~ ~;';l <:> !;j "'~ <:: :;;, S;" (ll ~ / \ 1 \ / I \ =::J \ \ :::0 ~-~ "' y;!~~ ... ~~ ~ <r- ... 1\)> NI\):!J . oS:: O~I\) ~ >"ll 1> ... S::5 S::-..jj;,i "lll\)() VI "ll> "'ID=:; '0 90 "' Q>r I"l ;1;11\) 2~o :;; 1ft 0 Iil...!; S 0 (fJ s:: 6 ~ (8 is ti z r !<!' ~ o ~ Cl w 00 w >00 ~ <"0 ooCl~Z COZ~ ooZOo Coo.... ~>-3l:1:ib ~Cll~-o ~ ~~ -0 I::i ~ ~ Z .. .. ~ g ~ J> Co 1 Co li} i f ;; ;;; () !. i '-l m :II "'II r- ... ~ . 0- 1I .- , I I ~ I o ::: I ~ g> c ii" , 2 " Cl s:: m ~ g f Illjz ~ m: ~v E:: gu iimil!l! II!I zi jUI;.i~~ ~ C:C UliijiU ~ uti sae..:!!"e ...... ,. w >< G) CI C,.) .......... ~." 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"tI ~ (/1 ~ m .. ~ ~ Z G> r:z '-fi lXIrn Nm +--;;0 Q ("') ro l>;:O I I 1 ~ -1Jj N- '-..~ 00<11 +-- '-.. 2 WORLD SAVINGS US 19 8 SUNSET POINT ROAD CLEARWATER, FLORIDA (If "- +-- n' IIAPPROVED BY; 111 <II II o~ ~!(l ~ I (l) VI .......... (l) ~ o ;lJ 1:i gJ Gl 5i~ -1- (/J ~~ . ~ N a Q _ COal z- :r:-w >c-:::J ;;Zco~ ""'=510':1 =-1-:= -!:!...o ~J.r-. IcnWn 1'0-".0 O-NCl N w:a. .... Cool.... ;II~~ ti"'~: ~iil~~ ",~i!ii ~I~g ~ile ~~~5 ~~~t: .. .:::: ~ ~~ iL ~ +- I~-~ a ~l ~ ~I l @ ~~// f:;:jx (Do ;:oE'; :t> np:: ~~ 8 E 3.: ~ f!J en ," D- o . en o m o :z m J en 0 III en (*) a l> rn f'T1 r m -i -"'Tl Cl~, C~lD den"Ueno D-i .::::::: --I ::E .0 --~-- --- - -~~~ -....... i::!o ::tI~:::::::: ::tI ::tI nO;Bg O:;u ~ I --I 0 o N mOl> ~~~~l> CJ> )> l-, n::j - I , ) J C , i~~ ~'=H n ." 1-_ "-- f- CZ z~x O:I:::tI r . ~m ~~lH -:: )IH -~-~-~ m~~ ;;o~12l0C :nn , l II..! , ;;0 · m ~;:E~ f;() 0 Hl 0 ~fTIen z o IZ . r l ~ OOnl mnl6 :II;Sm~~ mO I" , - ! ~nm ~OlD ~z @ , \ I . mm I, ( . 3: b~m~~ " . 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II II II II II rn r 3: cri 0 --I --I 0 0 ;0 ;0 ~ 3: Z I )> )> 0 c :-I "T1 II r Z 3: ~ "T1 II r C rn :c ::c () () 3: z 0 l> r m c z () () rn c --I ;0 0 0 0 --I Z en en CI) ~ Z ~ ii1 --I G) ~ --I en ::c 0 ;c ;0 ;0 G) ::E z "'"U en I 0 0 0 I Z t :< 0 (fJ r r I r ;0 G) (J) (J) Z -0 C G) z Gi ~ 0 3: ;0 I Z z E )> I I "'"U Z r I 0 --I E 3: () Z ~ ...!.... ;:5: (fJ r 0 E ;0 3: rn 0 ~p SUNSET POINT ROAD t===---------:- 185.-------~~1 t ()I:.J CO , 20 - ~il,- " 0'"TI ~~~ f: '"TIC) - k... -12_ (/) (II n ~~Cl 10 1 ~@) ~, ~I==~-f t '\),. .....r;:;~ ~~.!. ~~~ /,~@ ~, '0 U'- -'"TI <03: (/)0 02 C "'3: -1fT! Z -I '6) el ~~ ~8-'" ,; ~;:o 01 Q +- @ ~ n' ~ 00 ~'- ~~j ...... (II r t t- - OU) "T15 <- -IZ n@ o ~~~ ffiil"'Tl 012;:a "'U)J> -IG'i'"TI z::!l n c= -+ zt:1, ~~ (fl~U ~~ n / ~~ 'I SfT! I cnz 0-1 ITJ]~ '" I i~ '" \ J> I ~ ~!~-+ cn2z oel, ~~~ (fl ~ WORLD SAVINGS US 19 8 SUNSET POINT ROAD CLEARWATER, FLORIDA IIAPPROVED BY: II :E::!l enM; p~ ~m +- ""tJ !:j ~ U> o~ :r:m en:>J l>Ul ~~ ~ o ~ z CI r~ '-3: (Do:! ~~ Q ()tDJ>;l;I , , ,~ V> i5 z V> o ;l;I gj ~~ ~~ -i- U> NUl !""'~ N o Q "" Mal .. ,.w >c_l:IIlI:I -E=.. :=!S" =-~:!i ID~...Q =J.r-- ~!:!!:g a-",c:: N W::D ..., W~ .... ... '^ Ll.. ~.. I~ II :A8 O3AO&kf\t~1 <D1Qi!!l!~~'~ IIII ~llg == I:. it::~ t:: I!.. a ~a BI~i!!l ;p =li2 0 lilillli '"I !i!..,1 U _, N 'Eli! ;;= m~ ~ V'al~Ol.:l '~31VM~V31:> i~lil~w Q~ I .elll s ~ ::I~a C-i f5~ I ~.. ~ii II~ !Iel "1- ~~ lrIco Z ,..:. avo~ INIOd 13SNns lij 61 sn .. i- ~] 0::: ~!!i~lr ~ II (J) ~~ .~ -:; I~ g i <( S~NI^VS al~OM ~~illi!~ I; s~lili l!l~:gl . == MoO ~ i:il~ ~ 2", ~~ <emu ~5 ~if!5&:... ...., '" ~i ~ ,r- !C " ;. ~ U. \, ' , ' " .r J .<1" t ~ t:- : ;1 ., ,I 1, r: i\ '" ~ f t~ . '. . 'I , .r 0:: ~ l~ W-I .,2:; 0:: O~I- :!II::: 5 I...LI <t:: 0:: ~. u.. >",?.,;.c:( Q)UJ z C>o::~ 05 ~ ~ <l8: 15 0 en !ij en UJ(L -I . ~ ~ 0:: m ffi ~ c:I:: U ;?" ~ U => => U Z ---l <-'1 lJ- :::= ~ F- ~ :0;( UJ 0 --.... 0 .?- . . . 0:: UJ 0 u: I- ..0 r__ Z ........ I- 0:: 9- X ~ ..0 ~~ ~ :5 ~ UJ~UUJ u:: I C> - Eo 0 ~~...J~ ii2~~ U D- ~~ii2czU)w ID=>UUJOZen .....I<lo::cn~m U<(UJC\J<{ ...JU) :JCN~~O::OW ~...JZN=UJO...J wWO Z~=O ~~~~Sw~~ U 0 I ~I-:: 1 ...J <t w F= ,fJ: ~ 0:: W W ~u~ ~~V5~ ([~[L~~ ~ ~ o~, ........ -. - -.-- --- - -- - In ( -- - - __- '1 .1, I -- J ll' I --- .~_.::; ...:...- I' I "11, _I d' ') ~ :-:.:::.1 - .' '- t ) ~ ~ , ,.> """='u..... I_I~ ....;\ c..-:J -, 1~ILJJ ''l,,,\ \ l..._.J . L' . '1 rl~ @~ ~-.. III c::::J .=:::...-:J 0 L"I ";0- r .,.L~ tj0 " , . I ,(I) 0::: t=! I- l1J....... . ..Jrno c:>~ o OZW ~~O:: a~ ~"--.S-- Z l.J.:J- _ 5 U) 4 L~UJ ~30 z ~o -- I Z o z I I <lID I I uc I W ,- . ,,,"^ ," F-i " ~ .' ~ ,Z o ~ ~~ ..~ ~~ -~J,.~ .........-.; )- -- ........'\\- __-. --q~ --..0,-- _ ~~ :-1 - ...n , " ~ ~ i! ; ub , :a ;>l\ ~, -" e ! \.. OJ " "$ - . . . L_ _ '7 _-.J_ ~ J L~..J ..., - <\ 0'" ...I~ f5~ ~ - - - - I = , - I c=J = c=J I ~ = r-- - ~ ~ - - .' ~~)Jl" r.t~} ~'"'r ,\. \:: ,- - -... I :> l1J -.J UJ J: ~. o ~ a:::. ~ ....... 0-: ~ --z 'M - :> l1J ..J w t-. o ~ (I). ~ ....... <l- ~ UJ~ ...Ii.. t ,~ -- -.- --- --- '. . '--~~ .. ~ .. - SIGN'.:CO. II \ \ \ \ I I 5317 ASHTOI COURT SARAS8TA, FL 34233 18411 Ul-5511 FAI 11411 124-2121 JOB NAME: wo,e LC6 ";;NJ II.JC, ~ LOCATlON:Ct.e"(I.0~ f 10'"' rL DATE: <:91 L Y (0 I \ BASIC WIND CALCULATIONS PER: ASCE 7/88 SCALE: v= DESIGN WIND SPEED AT 110 MILES PER HOUR- , -- Mil, DESIGN LOADS FROM TABLES- 0'-15' 16'-30' 31'- 50' 51'-100' II · ell" for Val. Prl...,a Ex....,. -B- .Jl .50 83 .18 .. · 611t Res.alll Fact., '11 Ex.. "BM L85 1.51 1.42 1.11 Ct = Flfn Calif 'If S.1I11 SillS 1.2 l! 1.2 1.2 01 -08258 KIVzln r.u. nAi lUS 19.52 28.14 p.,. .1.11 PrIUl,.- ~'IIS. FL 0221 .0211 .1313 8411 A P. F H M ZO~". Sin AIEA WilD PlEas liE FOW CEIlIom ...EIl IfFT I lilt. FT u I I FT I FTI en A I~n~ x .D'l).'"} = , s <c:. x'l/7L : 2...n~ . Ii r B x = x : PI c x : X : 0 B', AT: I~ /15 FT= ,~~ c= 7 7 L MT= - 2..'7 B 0' . " I .-- STRUCTURAL STEEL CALCULATIONS- Fb= .6 Fy (1.33) =.6 (46 k/ln')(1.33)= 36.8 ktJn. for A,: ~B Fb= .6 Fy (1.33) =.6 (35k/In')(1.33)= 28.0 Iftl"' for ~::- FROM GRADE' SMREQ'O.= 12 X M = 12 X z..'7 ~ /.1 ~ FbX(' of Pole.) ('-B) (1)= 2.~ USE G;; " tP 1L1,'13'" SM- r"] I ~ ~ '10)1 lE m I.E II ~1 ~-\ml tlU SEP 1 9 2001 il~ FOUNDATION DESIGN CALCULATIONS: EVELOPMEln SERVICh UfPT o CITY Or CLU\~\';i\1 d1 - P - SOIL PRESSURE- IIBD "FIR. BF IEI'11I FI! 1:..'AmIl SUIL s- - 4BB PSF/R. BF 8EPTH FR I.88SE SAID a 8111EL W+ WIDTH OF FOOTING PARALLEL - 111~:r ~{:.raYf 1/% L= LENGTH OF FOOTING PERPEIDlelLAR TO FICE- .IW. .81 ) D= DEPTH OF FOOTlIIG- IISSlIE: 1+{C - I+Y-- -1+ I S.= 1/3 Pll 0 = 1/31 BCD I (s I ,p= Pw X 1000 X AT/.OfPOlES-I,on.711.allll~-.1~ 1/111 '1=2.34 (PII S. X.= 2.3418~,7~ III \<000 I I I C1.\u? II (1+ ~1+4.3117. 71- , "S1.-. BOO = '- . ~ II \ - <=. ll: S' = 800 II S ('I:) ,I..f ~ II .L. "L ZONING APPROVED CllY OF CLEARWATER PLANNING DEPARTMENT BY~ ;/ . DATE Iq.(f'{.li'{ IEel: 0=K/2 (1+ ~1+ 4.31ICI/1 2- ISE FOOTING: W x 1= 1.. ,e,~ ,', <." l x l' o = CU.YDS.EACH O~AL CONCRETE- I ~ ~ CUu YDS. I .--'-- ~---- '" 0 8 VI ~ VI ~ ~ n I :.0 Q\ ~ 0 C/) J: 0 VI I: ~ "'ll ;-f Ul m n J> r ITI VI r ~IIII "- ~ I 3111~ ~ I m IIII~IIIII ~ IIII~IIII~ < I ~ N W .. 00 '" I 1> I U) I Q\~ I:. .. +" X co I: .. -i L .. co ..0 IIII~IIII~, 0 IIII~IIIII I:. 0 1I11~ 11111 z C' 1 N :r- - 0 - , J;Z r' .... - ,,~ _J 2: rJ G) ,"'" O~ j. r- \J :~ ; rT1 -0 , 1 :Po :::0 J ;::0 a i5~ VlUl . ;:r Ul 3:....3:[!Jm mcz:::::J VI:!I-(;')- en ~;:E - "C o Ox OUfJ>(;')g ~ -f::N -- 'UlO--...J "'U o ::r> rt', lnc ~~d gil ....~....AJ e xx (;')-z ~~ In Pi nz o 00 ~~~-;l~ ,ZI" 'lIo (J) "~~ -4 --; '- - 1 CO (J)(;')j;! 1>0 )>1TI()e (;')lTIr NIl> r" rrl ~ - AJ r 00 ~(.H3:!:i c"'\'r ~ "'l1 ni;Q G')()rUl--...J-i C r, OiXilTliJI (.H 3: CD _ 9l>c~e () ~O ZlTIw3:tn<n 3::!IO 9;ti~:E Z ~@) Z ()ZOlm' -z::O OO()NG) C;n~ 0 ~ 0 , ~~~~~ Z-:E Z~c"':t: ....~enI :::OZwfTI E! ~ C(J)fTI wn~.::!6 VI fTI- ~r>~-i0 a 'L--- t ~-fJ 3:7t; I fTlN~ r:enonl - fTI~ Z '=' :ii 3: ;tIO, -i ~Czd-U .....r " d~~f!!c [11 C~~_A- m X i> ' 3: ~:E)> d~Fe en <: C cw-irc 3:o(;')z3: t -- 'NUT I> :r:rE 0'"' ~lr,1 Z () lOa onl.t>,-i ~,<r~z I 0 N--...JO~~ C5~3: ,( , ~~ ::!lo3::r:" ~-iof; oem c (J) Z N I() :r: - ""OOr ;tI;tI~;;o3: -" \' - -~ () iR~ z F=NenrC o p:j;U fTl (S'r'J --...J x~e r' ;u mOIJ>O :5: CD fTI~()~l> - , , -1:) C " N3:3: ::ozOo Tl; ~- ITI :;oI>Vl3:~ o mrr ~l -i ~ q/TI · e Ul ~-<;tIZ ~;tICDr (' J ........ t>Z fTI or Or;l" ::Em" en r~J:>: r t~ 1 HI ~p~ fTI w() 0(5 nl fTlfTI~::E t.O c:::J R~ 1 J2 'T, :eo" fTI j;! fTI .,......f1l _""0 '-ir~z :Ez...... fTI-()(; ~l:J 1'-' --:J ~F ....fTI -000 C::l l::::::. ;tIUlZ :J:e -i OUl~ zz- C::l ~~ <5 a- fTI(/) _ :::OJ>~ I>fTlZfTI " ( 1 fTlc!G') :::ONOr 3::;:0(;')0 -' tn? Ul ""0 'r (;~~ --l rr, Zo 3: nill -<z .... rii()l> :;:Oln....C fl1 -n rnw ~ 0 l>()~ O~....::I: r NJ> :tic' C c:.:=~~ :i!z ro~ onmz {/)n;;tI d 'CD rn -(I) :E "o:c~ ~OfTI ::!JZ ""1J U>;{j N en -I 1.lc: z :!I m OZO- ~dVi 3: F~ 0 -:::I 0 ~ 00 :z 0 mzmz (/)-s! ~:E o::::! Vi (J) ncf!=. O(/)d () co :J: ..... ~O ~ I..... ::I: ~ oz J> , fTI :Em -1(1) (J) zer OJ m fTI(J)J> Ie:n n r -;;01> fTI r nw~~ iTljPn --..J 1!) ~ .....~(J) nm , ;l" G') ES N m9'l m r m n . m (/)fTI 0 ::r:1 , n !ilE~1!ii~ ~B~jiji~ l;:a~~~fi~gg~ :EJJ <II ~ OtD;t>;Q ~ ~~~~ ~~~dg~~~~ {J)hi g I I I ~ ~ Men ;J:~_a WORLD SAVINGS g~ III E:~ ... ..w z 0 .. ~~~~ ~d~'" Za~l:l"'!i~",iil; C> i!i "'--::1 ~;1!ii~ "''''~ 1-< -<0 (,H rz ~~ -z=.. <"> i! "';1"" US 19 8 SUNSET POINT ROAD J> ~c: ~"" ...~~'"~ ~ "- <-i ~ =q:r OIJ ",,<i~ i"';i8 a!i:d1i:"'~lC~ +; COw -i_ ;E!:i~d Iil-<Iiil gu;~!!!i!!ii$S! " I ~~ <II =.'"a !'!Ie'" CLEARWATER, FLORIDA Cj , ~~ CD!:! "'::5 !iI~z!i;; Q !!~~~ ...=1 ~:';ril<'l&: . N,.... ;;;'" i;'!d~ Sl::u!i;<:: .CI'I r- O<">!:;!!! ~8~~ ! I"T'ICI)It'II:II~~C'.? 0 N I at ~n ~~r"' 1:D~i:5!::!:]O(ij::::l: . 0 N-"- m ;a513:~ ~ z~~zS Q a-NC ~~;::~ "'", g <">0 N W2I c"'C!lg z~~ ~t:o~ APPROVED B . .... W-f ~~g~ i3g~~ ~Ei~:i:'~=-:E .!i! '" , - -- ': "AMERICAN " SIG'N CO.. 5371 ASNTO_ COURT SARASOTA, Fl 14233 1841) '!1~5511 FAlIMlJ 124-2827 ( bvf/kJN b:>,,11I7,5 47 JOB NAME: Wo,.(u:~ S:1'iJ IWe, <; LOCAnON:CL6!\ewf'\Tl::r~ rL. DATE:c91 V-/ (0 J BASIC WIND CALCULATIONS PER: AseE 7/88 SCALE: v= DESIGN WIND SPEED AT 110 MILES PER HOUR- ..1. DESISI LOADS fRO. TABLES~ 0'-15' 18'-30' 31'- 50' 51'-100' L II Cltf. for III, 'rllllrll EI....... "B" J1 ,50 83 .88 8. " IIllt R UJllII Flet.r ,... hili. "S" LIS UiI 1.42 1.11 Ct " FlrCl ell' 'Ir IIII~ SIIIIS 1.2 l2 1.2 1.2 Ih "00258 Kzllln '.S,F. nA5 IUB JUt 2U4 p., · WIIII'r.III,.. ~.I/S, FL .012'1 0281 8333 0411 A P.. F H M ZONING APpn^ ,- - liB AIEl WilD PlEIIDE fOlCE a:mlm IOIEIT qFT I lIlI. FT . I I FT I fT. CllY OF CLE ' A J~n~ X .D'Z."J.'7 = ,1~ X '),111.- = z..ne B X :: X :: PlANNIN C. c X = X = 0 BY AT= Is /J 5 FT= .~ ~ c= 7'7 2. MT= 2..f""J8 DATE I "'YON STRUCTURAL STEEL CALCULATlONS- Fb= .6 Fr (1.33) =.6 (46 klln')(1.33)= 36.8 1rtJn. for A-n:o ~B Fb= .6 Fr (1.33) =.6 (3Sk;m')(1.33)= 28.0 Irtln' for R::;a FROM GRADE. SMREQ'D.= 12 X M = 12 X 2. n B 1,14 FbX(. of Pole.) ("2...B ) (\)= 2.~ USE b II tP 11..\ ,e; 3'" SM- '71 5 ~ roJ [[ ltc' lr 1I W li ml UU ~tP 1 H 20UI ~j FOUNDATION DESIGN CALCULATIONS: DEVElOPM EN r S U!\:{CI' u[ PT CITY OF ell J\flW". i Il CHECK: 0=K/211+ ~1+ 4.36 (el/k 2- USE FOOTING: W x P - SOIL PRESSURE- 88G PlFfFT. OF IUI!lFlIl C..PAm. Salt s- - 480 PSF/R. OF OEP'IlI fiR WSf S".D lSRAUL W+ WIDTH OF FOOTINS PARAUEL - 11I:I~r Ji:nr, I/l! L= LENGTH OF FOmNG PERPE.Dle.LAB TD FACE- .8.. ,61 ) D= DEPTH OF FOOnIG- IIIO.E: .+<< . wi" -I. 81= 1/3 P. 0 = 1/3( Bcu I r ~ J P= Pw X 1000 I AT / . 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DATE: 6/'--'-1/0 ( BASIC WIND CALCULATIONS PER: ASCE 7/88 SCALE: v= DESIGN WIND SPEED AT 110 MILES PER HOUR- ! I Mill DESIGN LOADS FROM TABUS- 0'-15' 18'-30' 31'- 50' 51'-100' ." " G DB f. fo r Vel. Pr usa re ElJl81 a rll -B" ,11 50 63 86 6. " au II R as POUlll Flitter Illr Erp. "S" U5 1.51 1,42 111 Cr " Furce COB I Ie r Solid SI gas 12 12 12 1.2 0. "00256 K.Vzln P,S,F. lIA5 15.49 &,52 2664 P. .. WI a d Pre 1I11re" Oz 1.1e. I/S.. FI 0221 .0281 0:133 0419 IIIlII A Pw F H M SISI ABEA WilD PIESSURE fORCE CEmOlO 10lEIT ., fT I IfSfj FT . I fT I FT . A --s: I "'J"L- X , 0 '-'Z.. ,., = .'1"2- X ~ ,<:;oS'=- = Z,q-.J B 1e.,17 X = . Lj'l,. X , , O'e, ':. = ! l{, C X = X = D AT=-jO 61) Fr= 1,1 r; C= Z.<77 Mr=-..:; 4 t STRUCTURAL STEEL CALCULATIONS- Fb= ,6 Fy (1.33) =.6 (46 kiln') (1.33)= 36.8 "tin' for A-n::> sta:e.B Fb= .6 Fy (1.33) =.6 (35k/,n')(1.33)= 280 k,rm' for R: ;" FROM GRADE' 8M REQ'D = 12 X M = 12 X 3 ,'-J , -;:>.. [,Ll b Fbx(. 01 Poles) ('Z..'e ) (l)= 2-~, USE -S " q.. 7 ~ ~ SM- f r'JL. FOUNDATION DESIGN CALCULATIONS: P - SOIL PRESSURE- BOD PSFIn. Of DEPTH RIB 1:0.PlCTlD SOIL S" .. 400 PSF/n. OF DEPTH FeB LOOSE SAID a 8RAtEL W+ WIDTH OF FOOTING PARALLEL - IIS:r~:E~:T1I"1/2 L= LENGTH OF FOOTING RRPE.DICULAR TO FACE.. .6." ,61 I D= DEPTH OF FOOTING- (ASSUIE: I"VC .. I"~ -I" SI= 1/3 Ps D = 1/3( t!:.cr:::o J (>.S'" J p= Pw X 1000 I AT I # Of NLES ~ ( ,oz.1.'1 IIIDODl (SOC:1'} ) /I I I 1=2.34 ['11 SI X W= 2.341 1\ s'7,o 'f III '7?~ II z) = BD~ ='2..... - :::: I, ~ = 3.'-6." = 933 "'-, = 11~7,(JLJ 1.'2 CHECK: D1/~~+ " 1+ 4.38 (el!_ 2. USE~: W II 1= Z I <7 '0 ~ n~O-w [E SEP 1 9 2001 ~ = [1+ "1+ 4,361 L ,"t7 " I. '4 I ~, 5' . fc. " L II D = TOfl CONCRETE- ~Oj . cu. YDS. 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DATE: 8/2.. y (0 I BASIC WIND CALCULATIONS PER: ASCE 7/88 SCALE: v= DESIGN WIND SPEED AT 110 MILES PER HOUR- MIN, DIESIGN LOADS FROM TABLES- 0'-15' 16'-30' 31'- 50' 51'-100' L "Gnel Inr 'II Puuarl E!pOlare "8" 31 50 63 ,86 lL" GUll RnpDU& Faelmr tDr Ellp ~8~ LIS 1,51 142 U1 GI " Farel CIlIl lar S Iii d SI gill 12 12 u: 12 O. =0025& I.',ln P.S F. nA5 1549 1952 2664 Pw " Wind Prulure" 8!~;".'Sq FI 0221 .0281 0333 0419 A P.. F H M SIGI AREA WilD PRESS IRE fORCE CEmDID .GIEIl SPT 1 I/IQ FT I I FT 1 FTI A ):;:n'J X.O'Z"J..'7 = ,'56 X f//7L = 2..,'16 B X = X = C X = X = 0 AT= 1<; ,115 FT= 1,~ c= 77 l MT= 2 '7B STRUCTURAL STEEL CALCULATlONS- Fb= .6 Fv (1.33) =.6 (46 k/ln')(l.33)= 36,8 k/1ro'for A= st~B Fb= .6 Fv (1.33) =.6 (35 k;'n') (1.33) = 28,0 "t,n' for R:: FROM GRADE' SM REQ'O = 12 X M = 12 X 2. n 1:=, I. 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