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BIN A-4 PERMIT 2073
"~<:. _1}"!~. -,.~ '. . ~" : , f ~,', ,~ 1i!, \0., \., ,'.; :-\ ''- ~ '-" " , ~~ ;1 " <,' .": ;:'1 !:.;""; ...... .- -' .; $:r', (", .;, ')',-"'7'> . ..10 .~ " .-'':;' 'j, - 'l'~ < "'t :~,(',". : i #. ,~,' { ",> t. , '. ,', ~.' ~.' r , ..~. .. ,;." :- "1.' . ,....:1..;. . "-, . ":.~',,.;. ,. ..; , f '~ ' . , .."__.,.,...,,..Jl'.. ,_'. '~- " 'T- . - .:"_'_.. '~I~~'=- ~ ,:,:~. ::' --.. T r'" ~ ~__..~ ___l-.. ','-'--- c-J...,.' -~. ... r - : ,~-- ~ _ ;'~l~~..::'~~" .~~~-: ~"~ L, ':~ - ,.S~.~ , T ... ': --",.- . ~- ..J.-,.- ..........., r- ..' _.- -......". :~~/ "~1~.~'rD: ;T :~-' ~ n 'I'D" -. ...- , ::_~T · -S~~.:::~. .T,-;'.' ~ - ". ".,' --." --- '-- i.,.l ~ -I ~~.... ." :_~'; j :j~~_ ~ T~'- _-. o-:-.-~ ; =-;~ ,_ r- _ I ;_ ,,',,\: ... i. .l..T- '--. ..._.l- _., .. ,[ ., . .__ __, 1. j~ . o , .. ,I. . o FEBRUARY 2, 2003 I o o . . SECTION 24, TOWNSHIP 26 SOUTH, RANGE 21 EAST PASCO COUNTY, FLORIDA to ZEPHYRHILLS TUCKER ROAD CHANCEY ROAD (ZEPHYRHIlLS BYPASS EAST) to TAMPA to PLAN T CITY VICINITY MAP (~, REVIEWED t1AR 2 5 2003 ~~ Office Copy to DADE CITY o . o N . D -? AU- r;.U;V\~~--r5 &' Tl\1i- f1 (LiS- ellAl""ti-Cll ~ ':> 'f ~ IFu"A 91tJ).\.1.. CY""""l)~'1 "-?,Q l"--ryWO~~V <; ~n WIll' Au- 'li-p/ u t#~U~ tl r r J -:? ) }L6{U 014 e,ULL.()tI'J ~ u{)6:-S Ftc; V}i;rf3ttt(,lt\r~) ~\.I "'tL K u r t d 'l. ~ 1+-tt2!itlV} flf2h---- p~ ?1fl,I-[w17N'7 e ;;;,n~ ,IF AuU-tJ't/r f#t ?1cc, ALL WORK SHALL COMPLY WITH ALL PREVAD.ING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHlLLS ORDINANCES OWNER: ZEPHYRHILLS COMMERCIAL LEASING, INC. TERRY McKNIGHT - PRESIDENT P.O. BOX 1299 CRYSTAL SPRINGS, FL. 33524-1299 (813) 783-1688 (813) 788-9114 FAX n o [L / (~ \' - DRA WING INDEX 1. COVER SHEET 2. FLOOR PLAN 3. ELEVATIONS 4. FOUNDATION PLAN 5. DETAILS 6. ELECTRICAL PLAN 7. PLUMBING PLAN 8. A/C PLAN 9. ROOF PLAN 10. SUPPORT ELEVATIONS 11. SUPPORT ELE. &: DETAILS \ \ \ I .~y a.-RfJl.'t. fHAf 1H: C<:NJfRUCflQ4 ~ Sl~ tmctl m ~ C<:U\.WlCf; WlfH nf: ~lOA OOItOfl-k: COOt 1001 r~ 110 ~P~. (3 ~) Mf - qo MP~. f'-"T&'f 5PtW; ENGINEER Of RECOOO-/~ ARKAY ENGINEERING, INC. structural engineers 5600 us Hwy 98 N - Suite 2 Lakeland. FL 33809 Phone: 863-863-2711 1ax: 883-818-2118 state of rIorida Certllicate of Authorization I EB83t7 Richard L. Kiddey, P,E. - rIorida Ilcense I 37298 NOTE: ALL CONSTRUCTION DOCUMENTS MUST BEAR THE ENGINEER'S STAMP "APPROVED FOR CONSTRUCTION'" (THIS STAMP IS REO) IN ORDER TO BE USED ON THE SITE. NO WORK MAY COMMENCE UNTIL THE CONTRACTOR HAS SECURED SAID DOCUMENTS. ANY PlANS NOT BEARING SAID STAMP ARE NOT APPROVED FOR CONSTRUCTION. ZEPHYRHILLS COMMERCIAL LEASING A~A'f it:40Q, , , '" .'j' , -...' ~ ~ ~' t ,I , -!t' >,,,~, I , j' ,~ N .i . !;( ':i i .,1 <i .,;. : > ;:Ji" ,~-.~", ,. . .. '.A> 0; ,,~'.. .~. .: ,n,~ e _ .,. ,," ; 'r,;",.' ;~..;'f,:\' ~;"," .", - c"' ,,,- " .;., . >. .'1" 1 "-3" ~-~ . r ~-o' ,. F, ' ,,- . '%:. 1 ~,~ . , ~ ---- 'Ji1i f2'x12' ROlL-UP OOOR :' . 24' --0" t ~:. 1- ~-8. . .' I~ .. . ;& " ~ .: C'\ I ~ @ " ~ C I ~ @ C I ~~ It":\. .. \r r-- ~ ~ 317,' I .. c ...- @ ~ 0' -0" ... ~ 7. ~ I- III ~ ,~ -_'_'__._._.. 250' -6'~___ ._____. ~_______,___ _.._.___________..u___~__.______ _____---. __ _ ~ __ ___._,____.__ ___ I - -- l" I 1" I 1" I l' 12')(12' ROLL-UP DOOR ~ . 25' -O'~ 3 4 25' -0" l. 1 4' -8- 12' -8- l- 2e' -0-" i" l~1 I ~ 1~'x12' ROLL-UP DOM ~.:tt, ;.. ~'.. ~ 12')(12' ROLL-UP DooR ~. . ~ :~ .' .J.I' ~I~ .:.&:. 12')(12' ROLL-UP DOOR .;Ii 121)(12' ROll-UP DOOR AHAW WrtVOW & OOOR fAAM':5 TO et,oa. WA~ WIW f~ $tR&W5 $PAM A1' WTWOW/f)()()R MN-U'A~" ~C':l (f;\fC0t8 r-wT ~rAAff: ~~ eucKS1~~ & fNfO etOCK I 1/4' MrNJl.Ut) . " . 12')(12' ROLL-UP DOOR I I I I I -to I I .,..,.. . ~-(^,f ,lJL I - I I I I I I L1>>fa I t=f=: - - I ' I I ~ - I I I I I I I . ~!N1'~ . _ M I ': I .... -: . - - - - I 3/,44", I P.f. evcK.5HHP. AfrACtW fO -, etoa.. WS~ O.Q<W:X t 3/8' r-tlAJ1..S Sf'AdiJ Af 10' O.C. ~n-w I I I -- I I '- I -- ( I r- - - - -... -.. I I r ~y etCCK. I t I I WINOOW BUCKS1RIP D~lAI~ ~.AU:: 3/6' ~ r-O' NOT&: W~ & DOORS M-lSr ef: IN3f.AU.W ~ WAf n~ MMJ1.U.4 aN> ~lWffi4 rn: rmr: JW e.xK'n~!p I:l 1/4~ If WI~ eucKSr~!p MA raRtJ.t. IS ~ ~!p 11 f'Rctt I I/~ MA raRJAl, & AlrA<.lt fO el.OCK Wl~ 3/16' fN'CCW Af 8' O.C. (fN'ca4 HJ8f ~t-I:TAATf: euxK I 1/4' MfNJl.U.f) ~y et.O<X - - I I -- ;J;. 12')(12' ROlL-UP DOOR f~O' -.. I -~ - ~ I I -~ - ~ I ooo~ BUCKS1RIP D~rAI~ SC.AU:: 3/6' ~ r-O' s. Fo AREA x 1 0,000 AREA 7,500 x x S_F. x ,', ~. .... M ~ .~ s: o I ~ ~ r- r-.... 10 c . -o~ aq ;0 @- -~ t ('.J I "0 ('.J T ~ @- - B! :r. ..:." 4)(3 TINT~Q fiXED GlASS J ;." ,'.<,f,.' ',-.'. . -....~ . If .'-0" J '" i'-.. .... 2~ -0. ~-4- 52' -0. .. .~ .. , ." " , -'; '. [F C~PR,,~ l(ANl CAD' ~~,tB' '. .;,~., :~.1~,2CAA'1 t /~.:~': = l' ~;":',v>'._ ~ "..'\., ....~_,. ,,', 'j,,~ .:"':"'/_1> -,,:,.::,. ~. ~~"<:;;..A,:;~ ~~/..~ ". _. ',' '-,;,...,., .' <I.{;}~.' ~'~ ,~ ~. , ,c- '-'.. $'':''''', - --r-- I ~ __L__ ~,~~TW"""""" -- --r-- I ' ....__L__ td ;( 6' ~T5 WI ~ W^"",w '- --'~ --r-- (f"t'P, , I s,,~ ~I~ __L__ ~s ~ ~ .. --r-- EA~ $\Ce ~ 1'2.' I "'~". ()f'el-J'~SO- __-_L_-~ I I I ---r-- -0 I --.!_- - ~~ ---r-- I --.!-- ~ 1~~ --'1-- I -_.!_- ,- --'1-- .1)- I .~~ -_.!_- .. 0~8- BLOCK TENANT SEPARATION WAlL WITH 1 HOUR FIRE RATING SPACED #5'S IN POURED CELLS 048. O.C. --'1-- .- I --.1-- [0- 1S1~ I I ROLL"UP 0001< JAMB Nor fO SC.lU :r. 8. R/W CMU (TYP.) ~ :,;.-:..':/.....,...0)... ,,"~ ':" 4')(J' TINTED FIXED GlASS ~ . . . ~ ('''.All WALL (TYP, IN OFfiCE) 4')(J' TINTED FIXED GlASS :r. :r. . I~ ;.oX'. ;"',-X..lo" -',.,' A': ?_<I . . I~ .-'Ii' .;,if/, ,~-:. 4.)(.}. TINT fiXED GLASS I~ <Xl : .#'. ,', ., ;;.~. Yr '7'-4- . I ~_n_______~ I 0 ...__.. ~--- -==_ _ _ ___ n__==_~__ _J ~ : ~ II 'd ~I I I B ~ () I '" ~I 0 5.' 0 <Xl 6'-81" [C;r 1,515 SoFo OFFICE AREA - NOTE: SEE HANDICAP BATH DET~LS 6N SHEET 7 77'-..- ~ 99' -0" 3 ~~ .. xx' :"'-'1 1"1(..1 \. ~ 0 - I o:j .. .L , ~~ o. Vl 0 4'xJ' TINTED 4'xJ' TINTED @="LL ! _ .:f.1 'J- :'XED GlAS~." fiXED GlASS , ~ t . .'_." J. 12'-0" J 1'-3"--- ~ 25'-0" ... ~ 4')(J' TINTED FIXED GlASS ," 14' I~ - - -------- -- --,~ - --- 6 52' -6" :E 11 ~ --r-- I __L__ :r. ;,; '..:'.';'.';'.', t I i'1 . I <0 ' ./.'x<_.... ;" .>;40.,......,;.; ~~ xx' 1"1(..1 O. o:::J ~~" -t ~ ~~ ~II c;: o:j ~~ -+ I ~: ~~: 0 Xx' .1 --" 1"1(..1 0 0 o. - o;:j ~ ~~ -- ~ Vl 0 ~ ~'-1 '" @ ~II.,-o. I - --- ---- -- ---- -- " FLOOR PLAN ZEPHYRHILLS COMMERCIAL LEASING -. \ 4')(J' TINTED FIXED GLASS <..N o ~ I o : B i. . ~- 8- BLOCK TENANT SEPAAATlON WALL WITH 1 HOUR FIRE RATING SPACED #5'S IN POURED CELLS 048- O.C, . .. " ~II I i I -. 4- )(J' TINTED FIXED GlASS NO IE: .. IN A~ANCE'Mnt tHAPJtR 471.ooJ (~)(I) OF lliE FlORlOA AOMlf'i'$TRAn~ CO,OE; ,~~TRICAl-- MECHANICAL ANO PlUMBIN~:' AqUUE$ SffAlL at 1 . ~,_:, t,Itp1.Y,Nig..~,~ ,!, c,Ea,~al,~~fl~T:,A,I,W:o, 1 · 'H~EOij Mt: 9A$(0 Oft Aot~oo PRQ~O BY i: me: O~Elt TO ~OO~ESS HI9 BtQtJIREMFJtTS. "'. ,c. ;',.,,, ,_,,;,, t . "."J.~", ',. ,," , Jt.:.~;.. ,. , , ~__ '" ... _.~ . .. . . I >'-~:~ '.> ..'$Ii.VI$k)N'~ ,.:.~, '~ '. -- ~ · b ' J;>Mlf1t' "->>: +11 "" " .,".M,,,,, .~l-flCE:T 2~t~~~9l,',]~ ....~ " " ."', ~. ~i.. " ,'< , '.' .. _ c~~,.t. 'if., ~ ." ~,jl1.' i ,n [,- ~~: .-,) ,. ~ ,:/,":" : / ,v I I I I 1______--- __n __ _____ I I I I i I- I I I I ! i I----~- - I I NORTH @ I I ____.,_._.__ __ __ __ ___n_.__.. _,._________-__________ " :;..~ t . ~ 25' - 0 '.' 24' - 0" , , - ~------- ,------ -- ------- -- ,~---- -1-3 If'-----'.'-.. I" I 22'-" -I" 8'-8. I E:"~ 2'x12' ROLL-UP DOOR - .. ~ .> 12')(12' ROLL-UP DOOR .'., I'~ ~ - ~ ..... ~ ~r .. .. N I .~ u: ,.~ o -t@ o . I ~ ~d -r<9) ! 7,500 :E .. .. o , I a :: ~ ~ I ' -kf)~ .:: 0 0 · -r- I .. a ~ S" F. AREA x . H-'; . X.)(1.x5- BENT PLATE WELDED TO STEEL COLU~NS (2 PER LOCATION) 0 16- OIC UP FACE OF COLUMNS. ~ 15 REBAR ~ \. a, .. ',' -;, ,'-'- .,', " j?,.,~'g'1;.,~.;.rHE'\~;'1.'" :'-.~~~"D' . '..; :'~' ,,~J-!. ,.". . " .~ ' r~i~':\ ':t,~~t. "l"::,,_~f-, , . ,",,', '. :';. '7.', ',.','.. .",. ,'..:c ',.';;" L 4 POURED CELLS AT EACH STEEL COLUMN TYPICAL ;IJ o r- r-.... 10 C . l)~ gq o ;0 :: o I ~ ( \~ ~~---- / / / r:-i---< "I 4')(3' TINTED ~_ .111, ~I i ~ FIXED GLASS .-II I ~ I I -- 9'-.- I 1_ I. _E'~:"~-~__ ______ ~~---..------ _ _ _____ _'._ ____ __._~2'~ ,__ _________ .. ____ n .______________ :0' ' :: i~~~;;;f.~J: ", _ . i~~~~lt>>: . L!..: ro. . . "r t ~I'~ . I ~O ('.J IS 0 48- Ole & FILLED CELLS AS SHOWN ~ .. :r.u,., ,__ ,. ,..:J ~ ') 4- x3 TINTED ~_ .1 '-" FIXED GlASS .--)1 I. {9 ! 57' -4" ------- ,- --,-~-- ----~---- .- ---~--- ---_. --- -- --- . -..----.- --,-- 77' -." --.------ ---.. -- ~-- - ._-_. ~-- - --- ---------. -- -.. -, ----_.- ---- .,-- -- 82' -8- -.-.----.-. _ ------- ..... ------ -----....----------- --- 99' _("'I" I...l-..__.________ ...._ _________ _._.___,_.__ .________ ___ .~_______ NORTH ASSUMED FOR ROOM FlNISH AND ELEVATION DESIGNATIONS ONLY. ACTUAL ORIENTATION VARIES BY BUILDING - SEE CIVIL SITE PlANS, J ;~y ~1 sty: ARKAY E NGINEERING I Ne !HAl' Tlf; ~rM11<N ftN-6 St(1'~~~Q-l ;~ Sl-J 98 125 . ,. Ca-A-WJCt w'"" n~ ~WA OUJU)~~ ~-&t,1~1 ' structural engIneers ~ 110 MP~I(3 ::<<<lV) Ml' - 10 MJ'.K ;..'S!~$r 5600 US Hwy 98 N - Suite 2 Lakeland, FL 33809 ~. jtq ff Phone: 863-863-2711 Fax: 863-816-2118 ' State of Florida Certificate of Authorization # EB6347 ,~ ~ ~1i? Richard L, Kiddey, P.E. - Florida License II 37296 J, I ENGINEER OF RECORD: /~ A~A'i~4Uf1 ':lh~(U' S2 tOFt ,,;,," ,i' "\ i " . " ,!) , ..~;" -- ;,I'y.:~ . " . .~~ ,< ... ,tl l ., ~. ,_. ,._ T...... ,...:. r....'"'""';""* ~ t: ::.,:~ : f~- .... --:" ^ .... r" , -. ..<t . , r .:, _ ~L... __i.. ...--;- ---1-> '---I , , " , .' J.. ~ -: - - . 'T .- -,---"'- ..- ~._ ~~r~_ :-: .. r - -r i--~ ---'--T1 r J. ,J. _......_. "Y"-- ::--. --;. '--- . ~c : . ..1 '. ~ -l . .~ D~-~~~ T" . ..,...-,. ,. --~ . T' ~-..,.. I. '" .-- ,;_..L._ ,;._._ 1 __ " _.. i t . j ,..l. -:- ~ -rJ-r 1 ._L~i ..,._l. ru +2D.~ .... t1.2- tZI." -- ta.? ~z, .b "'~3.+ +20.& ...Z~." 12 11 r .. Mo. ~ "'ZZ." ~ll." -Z3,+ f RIOOE VENT 12 11 - ---- I-- __. -- r-----. ~ El~L S Dlt G ~- -..--...- V""'-- ------ .....--' /' V " . ,--' ~"..L":..-! __ ~ T ,~.L, r L._., .' :r:;' , 'i ~l -- I ; ~'~.~ '- ,.1- T1 -..-~~-~ L. L_. __1 '. _. ," .1 ! - _.~ I - ""1 ~....J -. <---,-- ---~.. ~....., --....- L, _j I: "-'"T'- T.l ~ r--/.. .r.....i.--, ._'... ......- 'I" ......: 'Y"-- '1"--- -r.......-~-'-r-.. ................... .. - T" ,.- __~ __1., J--r-~_--,l L~T~[ 'T , ,-, ,; ,__..... ...J. ---- I--- ___ !'--'- 1 . , r tZO..f> ""1,1,'L t2O,8 ....'t1/t. LEFT SIDE ELEVA TION 'I i ~ j : : , ; I : I I I ' ! .: I l I , i , "l ] , Ii' l , I ~~~~i~: ;=r~ T~= r~T 'r.' ..1-,,, . r '''-"-T r'>- r' 7-'-..--"- ;r, ,i-~:,' l~.;- .. ,J, I~- -I' T~Il. ..L" 'I: T [ / ~r" 'r-'T i:,L --, r-'- T -L--I ,..J.," :---'g'_,~J/_. 'r' ,'OJ- r.J- -r~ T' ,... . T"". r--1.. r1-~I~"- -x."T-Tr CrrJ=-.~T :'-- ....:-.~-=- f-- 1.i ~=:- - 8U8 (TYP.UNO.) . ,t I I I ,~_ r-' ,,_or __~. _-: ...~ --:" ;._____':_:_ ___..c_ _..---___...-.L ~ L... L...,...l __I '.,-_L. 1.....1" L _'_ ~ ,:; ;=L-~~=:-:-~_~-:Il ~- _~..L. T-'- 1 "1....- . J..~~ "-, ,,__~, . ,....L_.L r -. J..,.. ,...LrL .. . ,_1 ",-"-,-.1_,1.,1.. T . r-'---" ,.....,--- r - - ---. CT ',' ,_L]...'1~ ' r::r y-i-" -- -,-- ..,.... r: ~~~;~~'}~ f....,..1., r~T" , - j-'" . --or " - --l ,1_. 1 I .,.L.. f ' , .. r - -- '"', T' . ~ - 4. T ,,-- ; ~' ;;L[~~=~: ~, 'j .. ," , J " . . ..L " ~T ~- ~~~1.;_~=~ ;,l.-l ~ -t'~,~ "~~/h tl&.If - z (),+ +20.~ ''Z'L,~ '.j, ,.,.--., '..... .. " N()"([\ "":, . I~' ,'A~~RD^tiCC ~l}t .CtJ~~" :41tOQJ (2}(1) OF I }tORIP',(,~M!li~m~~ ~OOEf ,ElEf,irMcA4 . M ~WANIC^L ANg W~ijtll "ACIUT1IS SHALl. Be: O(~GNJO B't rn.s1:IISPi;C ~'COttlllAOTOAS' TO MUT Au.. APPUCA i CQ;Q(S. 1l:1~,E[(CTRICAL. t,f~~>>4lC^L ANf)1 V,t.'~t) 'AClunES OItA'Mi H~otf: ME aA~O 0tI A OE$W PRO'w1OEO BY TH( 'O'MiEA' TO AOO~E~$ HI~ RtOUI~ENTS. ...... ~. \. 'c('" I :--r ~ . j, ~ -;-- l -r -,m . ~-t-~'~ ~ ~___; H2>. 'G ...20.+ ELEVA TIONS ; ~ I r:-:- . _or , _~~(~- __ .' ~. j , . LT"' -. ., .. ~ -- -'-,- ..1- r'"' ,,_1 . " , r........ i . r'" ' ':-:r...-_;:..; '_ -:-T.....,:;:, L..~r ! ~~;...: ~~ --.-~ ~-~ ~~ 'T r L......_, , : it' i " , ' ,.. ... M T L -.... 'r ; _ . .J!!._i , ,.,..' 1'" 3--11 t, r~ ~ D '.--_d "-,.,~ 1" --- <- ~,d ',', --., ,- ,~ ~ - - ~ - , . ~- . '--,' 1"; , - ~ - '.- T L.. T' -' ., · r L _~ _ _._ . ---:_~., ~~__r. - --.-.. . , ' < , .... ... . , .......;.. ~ r.-- L r-' -T-- r;' ,~z.o,&t2.l.c, -tt,b -t3.+ .tlB.~ - to.+ .t'21.~ "'Zl>.+ ____ V, ___V ;..--- ...-' V- -'-- J... _~ r ." ," --,. r r ~. r..... ! . i 8F16-2B/2f (TYP.) 1 I I I I . , - r'.', ' ," ~ I '- . r' yo>- ,.- - ~ - . L . ..- J. ~ .~D ..L,,_~, . r ". 1 d +21.b -- lb.1 i I ! __ r -, -___ -.__. ....L....., _, . . ' j[J o . . , l.r?; ,; ,. ~ . , - I . - T +21.b FRONT ELEVATION~2f." -2.3.4- -'t3.+ t (q.~ .. 2~.S EAVE EL.124' -0" TOP OF BLOCK EL.114' -0" 12 1 I I , I I I I ,.1 I I I I TOP OF BLOCK EL. 11 0' -0" o .. ' . REF.F.F,EL. 1 00' -0" 'r --, I .f/~,,~ "'20,,+ , ' t2L" - 28,1 12 ODD n.1,~ -z,.+ tZ f, ~ .. 23.+ RID EVENT : '-r ~-~-- ,. ..J. I' ~ REAR ELEVATION +I&,~ ....20A- +IB.G -2tJ,4- ZEPHYRHILLS .. COMMERCIAL LEASING .f. ~2.f." t20.~ -Z3..t - Zt,b D ~ ~ j I . , , I , ,L. __L, , T':-~ "~ ~ , I. . . 4....01' ..1--.... . - j -- ~ '... ~' , 1 -,.. ...-. . D ..,. J-.T-.... c L.. D. . '-r "'J b~ . . ,A'r . ... ,y, ~, ' . ! u . . . -f-Zf.b ~20.a -2~A. "'Z2," AXEO Gu.ss (TYP,)_ J." I'l tl.. ft.t.b r~.(..I -23.+ .. ~Z,b ,tf,j." t~. B -28.1 .. Z1.'l- \ 12 RIO(;[ 'vt}{T ~ 12 11 11 ------- ET L SI I G 8ua (TYP.)- 1 J . fI B. S -2tl.+ RIGHT SIDE ELEVATION ~21). ~ - 21,'1.. 2' o. JY. ,.... l\,) r" o . 3' ..~r ,-~,-.-- ,- ~-. ' ~ v t/a.$ - 2.0.+ +If>.~ ... 21J · t Ha, s ''l'J., b +20.2> .. Z'l.. '" NORTH @ NORTH ASSUMED fOR ROOM FINISH AND ELEVATION DESIGNATIONS ONLY. ACTUAL ORIENTATlON VARIES BY BUILDING - SEE CIVIL SITE PLANS. , J A~'( -# 4<111 y 11-"(: ARKAY ENGINEERING, INC. r~Tnt#~T~I~fllM'," ~~,. tu*(ffJ.HJtN 98125 c<:w\'WJC6 ~lntn{sft4iWA cua~.~ 1~. structural engineers t~ IJ() J.4J'K (3 0) M1' - ,~M~a t'dfUf 6600 us Hwy 98 N - Suite 2 Lakeland, FL 3380~' )+' , I Phone: 863-853-2711 Fax: 863-816-2118 9 I J'P~ & State of Florida Certificate of Authorization /I EB6347 -z" 1 / · Richard L, Kiddey, P.E, - Florida License # 37296 , ENGINEER OF RECORD: /~ SH3' OF 1 1 NOTE: ~,-\~AC,~-~," ,'. '~~,"~,'v..rn,' "QJAP,' ,JtRJ1t.OO,.".,' J, (2,'~ J) 01:' " me ~Q~f\JoI~INlsmAnYl:. v...,..E; ElE.CfflJCAt, . P-.f.t,Ql...',',A.W.,'( CA, ",' ~" ',Pl,),,~.,a, .,I~.,G, ,,.,,, ^" '~,l IU""l1!"S ,$I:{ ',AU.," ,BE . Qf$GN(€> BY 11i RE~cn'4<XflmAOTQRS TO . J4lU' AIL.' APPlJ. AU cQQ!$1}ilij..JoTR!cAL. MECHANlCAJ,. , fj.l)~~GitAOOn~s O!.lAWN HtRtOt(,"~"M, ',',' E a^-~,,',Q\,Qtt'A. ot~,' ~RO~Q(O BY ;' THt'o~m T9^OORESS HIS R(QuIRqAtNTS. '. j ..';!'-':~< \,' .. Io-!.oi'/ c.:::~~. '.., 't ;'1~ ,,_ i _,,' .-'.;.~ '';' ",' " ;( ~', \,;' s: ~ " .. .. " .. .. .. .. " " c, :l:"" ." ~' ~,'" .~ . . ::i . .Y- !4 250' - 6" ',t -~ 1 ' -3"- 24' -0" _ 04 25' -0" 25' -0" 25' -0" 25' -0" 25' ~O" 25'-0" 25' -0" 25' -0" 24' -0" --~-,----- -~--- -.,-, _ 04 - .... _ 04 - ... --- _ 041 _ 04 C-,' Ep "1 \@ --r~'~~=~-~=~ltn/f\, ~r=~=~~~=~=~=~=~lm /',- \@f=~=~=~=~=~=~=l m/f\ @r-~=~=~=~=~=~=~-l mil"", \,@r=~=~=~=~=~=~=~l m,/fV,@r~=~="="="="="=l mil' I' \,@r-"="="="="="="-lm,I"" \,@r="="="="C="="lm,/f,,\,@r;=;=;=;=;=;=;=l OJ,If', \@,B - r-~=~=~=~==l-- m~,1 i'" 'I ,I', 1/1 I' " I I I I I I I 1 I I I I I I, 'I I I L t \ 1 1 I ' \ ' ',' \ I I I ' " I I I I " I I I I " I I I ' " I I I ' \ I I I ' " I I I ,I , I I I t I , ," I I, I ,I I I ,I 1 I- J ,I t, I ,I I , I ,I I , I ,I I I! ' _-\____J L_ _-'-__\-.J L-/-_-'-__\-.J Lt-, ;-J L-t---'-_-t-.J L-t---'__;-.J L_ - ---t-.J Lt-, r-t-J L-r--'---t-J L-r--'---t--1 L----r- I t / ' \ I r, It, I , I I , I I , I , , I' , 1fA\. . [I] \ I ! " ! \ I : \ I ! \ I , I ! \ I ! \ I \ I I \ ,0/ I I I I I I I i i i i i i i i i i i i [] i i i i i r ftl i i j @1..1 i i i i i i I i <3' <3 ~ <31 <3 <31 ! <3! <3 I 11 I I f I J Iii j : i i I " ,I I i ! 'I 5" MIN, SLAB wi 6X W2.0X W2.0 WWF ON I' i 'I i [] TERMITE TREAT '0 COMPACTED I m ,{ 1 i SUBGRADE AND FLL. 150 PSF L.L. i i i ''f I ~ 1 o' -- 0" - I" @ ! 1 I j ! I @ L I · 1 it!r::l~ '-mt@l r-mt@l :m @: r-mt@l r-mt@l r-mt@l :~ @: mjt&-l r-mt@l ~~.f-=~~1Dl :~:Qj-:~~--r----~-------~-i--j------~-------t--~-i----'--~-------i-~-t-----~---------r-1--1------~--------t--t-i-------~-------i-~.t-----~----.-.--r.i.-l------~--------t--~-i-------~-------i-~-t-----~-----t-~~~~ I' J --____I , I I I I I I I I , I I I I I t I I I I , I I , I ....,...... 0 I J C~_--r' L---r-J L---r--J '--, r--' L_--r-J L---r--J L---r--J '--1 r--' C___~J c---t---J ~ L___~] ~' I I 'I 'I-H , J I I I: L1 @ i i i! @ I I , I I I I : i i! i! , 'I 'I I ! ! ~,u ! I! ! <3! <3! w-~, <3 <3 <3! b! <3 <3' , 1 I I I I , I I I I , I I I : I (l] rn , , I I' ~ ~l ! ! ! !! [~ ffi...- ~.J I I I : 1 ~ '2T l~@ i i i i i @ I I ' , , I' i I ! ! , : i !', I I I 111 ' : I I i I I I , I' I , I' I , I' l I , I \ I I \ I ,I , , I' I , i I ,1A1\ I ~ I , , , I , I I , I , ' I , I 'I , , , I , I ' ,'CY s --Im-' r..L- ' _-L, r..L-T' _-L, r-t..J I' L+, r-t-l--+' " I I r-'r-r--t' r-t..J L+, r-t-r-+-' r-\--l--+' r----\--, I I I I\T/I ,\ I, I, II I, II ", I, , I I, " It I, II I, II " t I I I 1 , I I I I , ' I I I , I , I I , ' I I , I , I , ' I I I, , I 0 I , I I I I , I I I I \ II I @I I \ I I I I 'I I I I , I ' I I 'I ' I r--t-+-I--, I , I ' I I , , I I I 'I I I I 'I I I I' I / A I \ I I 1 , , 1 I , , I I , , I 11'il' I '@I I , I I I , I I. I , , I 1 , I I I \ 'I I. ___ L,=,=,=,=,=J ~~ L,=,=,=,=,=,=,=J m.'w ~L,=,=,=,=,=,=,j p:l \~l@l--,===,=,=,=,=J qJ \4J-<P l'='='==CJ==,=,=J~-W-~l=,=o-CJ="=,=,=J ~~~L=,=,=,=,=,="=jm -w@- L,=,=I="--:L=J ~ W-@b,=o=,=o=,=o=J:~ '.Jj ~L~=,=,======l_ ~_'.IJ ~ r-------------------------il---~---J:-------------------------1 ~ I I I I ~.-- I~ I W- I I I rn ~ ~ I L, rJ , I I ' I I ,@-~ @L rn ~ .~_~~~~~~~_~1~~_=_~~~~~~~~~. ; . rn , Jftl r.J @ I I r--------- I I I ~ ----~l 1 I , L.________... ~I :: to I 0]= & 7-#6 E.W. TOP ~ [l]= FOUNDATION SCHEDULE: 7' -6" SQ. X 20" TH., 7-#6 E.W., BOTTOM FOR FOOTERS A, A 1, B, F, F1 & J 7'-6" SQ. X 18" TH., 7-#6 E.W., BOTTOM FOR FOOTERS G & H 3' -0" SQ. X 16" TH., 4-#5 E.W., BOTTOM FOR FOOTERS C, 0, 01 & E & 7-#6 E.W. TOP .. .. cr .. I :: ~ o 0J o I o ... ... [1]= CJ :::: 1" DEEP SAW CUT CONTROL JOINTS & SEALANT; CUT ALTERNATE WWF STRANDS AT JOINTS. -~ FOUNDATION/SLAB MUST BE LEVEL, SQUARE AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS SHOWN OR STEEL WILL NOT FIT. o I N ... ... I 1'-3"- 25'-0" --~1'-3" -J~ @ 25'-0" 99' -0" 04 _ 04 NORTH ,!o: " 52' -6" 041 NORTH ASSUMED FOR ROOM FlNISH AND ELEVATION DESIGNATIONS ONLY. ACTUAL ORIENTATION VARIES BY BUilDING - SEE CIVIL SITE PlANS. 1 t -3' .. .. .. .. .. .. .. .. ... .. :: A~A 4t4Ul7 I t~Y ~1'~'1; 1}IAf n~ ~rRVa1'laf f\.""'" ~",.. t~<,ti ~t tN 98 1 25' ~W~ ''''11l4 n. ~JO'" Wl!"Qtm ,,~~;~)t structural engineers f-Ofl I)() MP~. (3 sU 0 Mf ~ qO MP~. f';"T~,r 5600 US Hwy 98 N - Suite 2 Lakeland, rL 33809~. ff: Phone: 863-853-2711 Fax: 863-816-2118 , ~ state of florida Certificate of Authorization # EB6347 ~, . _' ^IJ llbl~. Richard L. Klddey. P.E. - Florida Ucense II 37296 ~_ ~r'.f~.f'#' _," ENGINEER OF RECORD: ARKAY ENGINEERING, INC. "... FOUNDATION PLAN /~ ZEPHYRHILLS COMMERCIAL LEASING ..':'~~ d: i~~~)~.~;;t~i~~!';~ ':.:~~;: . __ -..... ,,,:, ~:::... .":':*" '... ....,.-I-';{' s"4 OF 1 1 t :~: , .. ~_,', <c, ~:,:, >,,".,!:, ,:: ", ;,t:<'t~\- .r' ... .,',_, f. __<,,-i. ..,.~.lI> ~ .-r;," '., " ".;. ., .\,~""',:,,:,. , ,\0 A"l' ,', J'''', -" '~ Q.. FRAME" , ,~:' BAY DIMENSION G.. FRAME . ... 4. ~ r-f ~ ~COON$ r I I I I 1 NiQ-I(A ~ T, 1.$1\1 AJ&. SEE PlATt I I I O!TAIlS ~ Silt. .- THO" .. I >" ....." II 1 #5 HAIRPIN nE .--' I'r~----- J I I ~ SEE SECTIONS FOR %. I f- ~ J - / EDGE DETAIlS WI I ~'LVI I r-r-I--Wl I L - L .-J - ....21j REBAR, SEE SCH.-tt -J;-1'" rnr '--.....--------, I \. ",;; ~~ "- SEE PlAN #5 CONT. ~; ! I I rHARPIN ~~.~ - f':j'Ill!.... 0" 12 OIA. , ....., . J,l:. L~ SCH 40 CONe,- FlLLEO PIPE ( PAINT YELLOW ) CONCRETE . -t .. ..- ~ l' -0- r WIRE MESH ~ rWlRE MESH . J . FINISH GRADE -~ . ' " ~ _.~,""~'"'.-. :_~" _:-;. ~I.' ,~ -~. :-:;"-rr.-~:~!~J~".-;-..7~~ ~F ".. -'.-~ ;:(" '.:r " . .," -::." "..., . '- J 'l .". .. . ~ · .>--~." · '. ~ ~ r. .~: ~5, 4;.... ./ J. ~ ~. .\.~.. : ' ,.:' 2 15 CONT. "-1 . \~ ~..,.. 2 15 CONT. ..- ~ :2 :," . .. .. . . ~ I ..- .. ' .... . . '. . ~ . . ", " (#;IS ,. . "~I, , '1 : ( ~ .J, , I'" ~+~ , "'~$..t, .'1-' ',' 2....1!2..,~ ')':,"'- '"" .~~ ~t+- C' '. +~'- +--- ~ b I .. .- + + .- ~-t-+- TYPICAL ANCHOR BOLT DETAIL FOR O. H. DOORS (4) 1/2- OIA. X 10- lO. A-3Q7 A. BOl1$-1 1/2. PROJ. 2,.'/:1'-. ~t+- + ~~ +""P DET AIL ANCHOR BOLTS fA\ \V 12" I "''i:~:.J.J. 1 ~,~ ,'!" ", ~ ~r: .~~. [~ ....-(.:~.,. ... ../'t-i " (.r. z' 2-#5'S TOP & BOTTOM --../ ... .;~:~~t ~ ~ - 11 1.:.......1 _:2 l7, '. .: , ,Of : Q::: ../' l.i ..~.,' ~. 13 TIES @ 24" --../ , ~.:"...; ;;' : :> ~ ;, i:;.~~,~' .' lj.' . II '~': : 1'; ~ .' '... . , .. . - 'r':~ ' .~!.'~ " t . , 'C . ' ,. :. r;. I':-- G) . ~ r WIRE MESH - / 1- 1 .4'" -~ a: .'." . '.j~ .~~-'----.--.-~-'-;r-~' ~ . ,. '. A '. . I ". .. "',' ,.. . " 4 .' f, If .' .' I .... '.. ,...;..'.. I · ", I I I ',". I' . " I~ ". J . .:. 4" . : #. '. . ." 2 15 CONT. I . ~,~." I. U . ~ " I 41 ~" ',. . , .,' ~ '" 3""'1/2". ..... ~ ,<..~-~ DOOR DIMENSION + 1" . .., 'I, I ~ . .' .... -, ., . d , ...~.,.,,, 1 . . .' . ~ PAVING \ ~ ~t ~. . .6' .. . ,. . . . .. . ~_le____..,.,._ ... . .. ~ ""'3-1/2" ..... . . , . . ' .:. ~ DET AIL CD ~ 8-~ DETAIL ," " . ~ + , + DET AIL HAIRPINS (8\ \V II' .,. "':, !. :; ~ '.; :. . ' '. . .' ~ t ~ ,"-0 4 DETAIL CD POST TO BE PLACEO ON ElTHER SlOE Of THE OVER HfAO DOORS I 1'-0" I ,'" -j ~~ " A, Al, B, F. F1, J, TYPICAL '\ G.. FRAME _ ... 3/4~ 12' t ~~~ 3/16 ~~ ~ PANEL ~"'" ~ GIR~t'WIND LOAD NOTE) 3-3/8" LOW AXED -./ . .' t ~ ~ 'f----.-.. RAKE SUPPORT ~ .': I ~ 8x16 CIP BOND Bl.I:_/(; ~r ~'x8' CONC. J-BOLTS Wx~' DESIGN C~lTER'A AND STRUCTVRA'" NOTES M OR RED HEAD EXPANSION ~ W/3-#5 EACH FACE & f. . ~' 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2.00' I1LD8.IPA"8UILDING #3 0 TIES @ 24" O.C. '. " BOLTS @24" Ole CODE. LOCAL ORDINANCES AND ~EGULATIONS. (SEE ALTERNATE DETAIL) ~ 2. UVE LOADS (METAL BUILDING - SEE METAL BUILDING DRAWINGS) FLOOR ----------------150 PSF CMU~- 3. WIND LOAOS:110 M~H WINO SPEEO(3 SWtfo'~09f)..etla&6eo au'(",()I,.J~....eJf'owpe. "tJ" '- 4. MAtERIALS OF CONSTRUCTION AND NOTES IN1€PHAL.. fPe$sV~e c.ceFFlG{EM1~:: to;r~ ALL CONCRETE TO BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS fOR REINFORCED CONCRETE" (ACt 318-95). - WIND LOAD NOTE: DESIGN GIRT TO RESIST A 250 PLF HORIZONTAL WIND LOADING. 3/1~ ~ ~ PANEL~ ....~ ~1 ~ 3-3/8- LOW AXED / . ~'GIRT, SEE WIND LOAD NOTE) RAKE SUPPORT -./ ~.... .. .. ,. l' . ~ ..~e1 r------- 8x16 CIP BOND BM~ .: W/3-#5 EACH FACE & f, . ~' #3 0 TIES 0 24" o.e. 1 (SEE ALTERNATE DETAIL) CMU~ SECTION f4\ BETWEEN COLUMNS\V 3-1/2" -.... k DOOR DIMENSION + 7" ~ ---1 ---3-1/2" BAY DIMENSION ~ FRAME ~ ~"x8" CONC. J-BOLTS ~"x7~" OR RED HEAD EXPANSION BOLTS @24" OIC .~ r. -"" i I #5 WALL REINF. - /~1~ l~' DOUBLE KNOCK-OUT COURSE WITH #5 REBAR IN EACH COURC AT COURSE 35&36. TYPICAL ANCHOR BOLT DETAIL FOR MAN DOORS (4) 1/2. 0lA. X 10- lO.A-301 A. aOLTS-1 1/2- PROJ. (ALTERNATE: 1/2- OIA. HILTI KB II) -5' ) -5' ) - !I ~ r -"'" l> ) 'f' I '.'o\'~ I:- :~i1, ~ ~.~ ":' '-. .,~l. '- DOUBLE KNOCK-OUT COURSE ,,~:~. \ WITH #5 REBAR IN EACH COURC ~, AT COURSE 16&17. #5 WALL REINF. - /~~,,! .!I r ;' GENERAL NOTES: ( ~----.... y ----.... ) I r;~......, . , I ~ .......,' .' ,. .'C .' u..~. /~;,t; r- DOUBLE TOP COURSE--- ,;'..'1 KNOCK-OUT BLOCKS .~~~.:: POURED SOLID WITH #5 ~~~\~~ CONTINUOUS REBAR IN :m.1 EACH COURSE. I r 'MRE MESH ,. ~ I -c:;~ ''-' ~'~h; ~.~:~..-~;~~.-'-,:-'~~~:-~L~..'~:--, ~^[ . . / . .4' I .' ... . ~,'","',. . , I W . ",,' A "1 \.II . , '. .' G' ..' ,'. '",' " ~' '" t, '. . ". I'" " , '.., ' " ., " ,1I. .' . U',~ ~' :,": '. ~'I' " ,,' . " '.' ,:4.' " ", ,'. :', .,' ~ , ' ,.', '". ':'. '" .' .. ",', ~,' ~, 'd. .' .. -~ · r ~; l~.i-;, ----'l '~. :' ~'.'" .,' i~_ ~ · 'S fACH WAY I J 0:,. I~ ';" .: ':': ~,': ~: ,. ~ , ' ...', ~~'~ ~:~..~~~, t r- ,,d. . ' , I, .' .' .. ...... . .' . I ' .' " . '. , " ---5) S) ;;;:.. I ~) I I--t...., ~#5 - I r---- # 5 -5'- ) ,---- ,-_.., 3'-0" SQ .____-.j SECTION f3'\ @@@@ \V FINISH FLOOR TO BE FLOATED -~ I ~....... ~r ~.. '4' '." " '"., ' '.. '. , ! -I \J) . -~-~T"-~'--~ ,;_..o....!.._'~~~':' -' - ~':.Jo~ i ,..' , ..' , '4'.'.' " ... ," ' '..,' r " , I . " , ~ . I I ~.. .. ~.. . " . I. ..'.' , "'.:: . . I ' " .. ",' ',' I " ,4 . ,a, '. N . .,', . ,.' I. " 'rI I . ,4, "- '-11 '.' ,.....> ", ' ", ',' ',' 4 ~ ~ WIRE IJESH ., '4' I, " ... '., M ., '.' 4r " .' , ,..:. · ' , I . . 4 't .. ~ "'" - --.... A,U. CON€~ET~--...---f.c == J...OOO PSI (FLYASH 20% ~ BY WEIGHT), 5" SLUMP MAX. 28-0AY COMPRESSION CYlINQEt< TESTS At CONTRACTOR S OPTION. ALL REINF'ORGING STEEL SHALl HAVE A MINIMUM YIELD STRiNGTH OF 60,000 PSI AND .SHAll CONfORM TO ASTM A....(}15. LAP SPLICE BARS 25 INCHES, U.O.N. ALL WELDED WIRE' FAeRie SHALL CONfORM TO ASTM A-18S, 6. lAP SPLICES. ANCHOR BOLTS ASTM AJ6. 5. LIGHT GAUGE STEEL FRAMING SHALL BE PER A1S1 AND ASTM A446. OR A, Ft=50 KSI GALYANlZEO G60. SICttONS ANQ BRIDGING ARE eASED ON DIETRICH INDUSTRIES, INC. MATERIALS. MAKE ALL BRACING AND CONNECTIONS PRIOR TO SHEATHING AND DOOR INSTALLATIONS. NO SPUCfNG OF STUDS IS p'ERMinEO. THE flORIDA STATE BOMO OF' PROFESSIONAL ENGINEERS IS ON RECORD STAliNG THE RESPONSIBILITIES OF PROfESSIONAL ENGINEERS PERSUANT TO RULE 19.00(3). , . THE BUILOING STRUCTURE, REaUIRES THE WORK OF A SPECIAUlY ENGINEER. ALL PROCEOtlRIiS STATEO IN RULE 19.00{J) STATEMENTS SHALL APPLY TO THIS PROJECT. All9WABt~ S.OIL ~,EAR!NG PRESSUR~ - 150Q PSI (ASSUMED) eUILDINQ $,'t;,A i 8 AND r,' OOTING, SUBGAADES INCLUDING ALL FILL SHALL BE COMPACTED TO 95% OF;'THE MOQIFIED PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE PER ASTM ,0-1507. SOIL SHALL BE GRANULAR MATERIAL CONTAINING L~SS THAN 11 % OF FINES PASSING A '200 SIE'lE, DENSITY TESTING AT THE CONTRACTOR'S OPTION. ...... ;;..w ~ ~ ~~ ALTERNATE DETAIL .. ..... .I ~ .- I (..,j '1 /HAIRPIN TIE FINISH FLOOR -........_ I I J / WIRE MESH ~ /. .. / ~ J1-1,!2 . ~:' · . ~-.d_ . . w' " '. · . -~" t- i~-'r . I t "" 't" ~ It . . . I' I' 'J'" '.. · ". ~ ~. .' I " I I, 41. I, . ". . . I, II: 4 '.,' I fI, '. ..... 4. .' '. .' I I -'-+ - . -'- ,-=.. - -r,----..& 4-r- ~ --=-' _L,---l_ --n- - - - -I- - 'r- - >: .J_~__. 7- - -'-r' --'- - - - -.-- -'-, ~. - - - .,-...~ -'-~. 4~ \J) .'. ".. I . . I. . t t., t. I. . .. t. .' : . I I . , ~ .. ., . , J. t' I . . "..., 4 . 0 ., .... I ~ ' 4 " ' I ". ..' ~ ..4,t.. "4 ,".". ..... f7M', :...~.... /0.' '-'~' 4'.:' ." . ':,.., .,,'. ....., '. .'.~'.' ~" ':.. ...."., , 1- ~ " . _'. '. . . ., '.,.. '. ' " ' .',.', ,''', ,,'.. .' .,' :., I. ,', :'" . "". " "..,. I,' ~ ' '. .... i ,', '"',.s t , . I ,. I ,. . I.' , ' 4'. I. .. ~ \, . . ',' · , " ' ,', .,' ".., '4 f,....... t~'" II:',.:, . ..' '. ,.... '!. :' I..A .... ..... .. ',.. .., t., . 001 .:. ".~.' ~,.' ...,4..,......4..~~ ~. .........,.".",,". ,.':...'~ ... . 4''' I . I . , ,'. ,I '. .." . ~". .' ~..... . ' .'4 . .'.... . . ~. .. I ". I. . I . '.' , .,' . 4 IIiI 4 ," . I ',' I ..' '. ,..," A .- . . . . 4 "" . . ~ .. .. j ',' .',. 4' . '.... \, . ., ,...,. . . ,. .' I ~ ' \ '. " I' I '. I" 4" I IIiI : I . ,'. .. '. ' . ,. '1'..'.... " . ,'" I \4 .~.....,. .' :....... J .... t ,. .." .' I, " '4..".. ~' I " '. .. f,., ,I J. ., .' I' . .' 4 .. " ", ... ,.' <r '.. .~" "'\,~:' ...~ '. ..'. '~ ".. ~. "~' .. . ',' ttr ..: ..., ;. ,,', ..'... .. : ,.:." .'.,'....,~ ". .."4..' ..: ....,',~~_ . '. .. '~' . . ,", · . ,. . ... I . .'~ '. . , . .. \ . . *: ',' ;, . - . 4 ~. ~" 1!" CLEAR ~ ' ... . . '" ".... "4 ..s.. . "", '. .' ,,' , " 4' , ~ ..J .' ~ '.. 1 .: , · , '. , , .. ' , ." . ...'. ..6 '..'.. '. . .'... . ." " . ., "- STD. HOOK lYP. , I I I ~---y. t i 24" I I " (0-- -1 I I , I , FINISH FLOOR TO BE FLOATED-~ i .at -"";"1 I.: ,..., " , ,,' ',' IJ.', ,..,." '... "", -~ ' " .1, ' .".....', .. '.' .' ;':.:, '. "''';' I ' " , ~", t{) '1-- - -~ -' T--' '''- - - - __4 - - 4'- - -- ,~ '-.- L ~~. L..:,_ C' #." -'- - ~"r - - ~ -',.-- -' ~ - - - '-- 4~_ _:....!....~ --"-x .-0-4. - It- -....- -'r '. {. , .'\. .'. . .' . : ~", 4r .,,' , " . . . '. ~ :. . .., 'e. '. ':4" . ." ~.'. ", , " !. , , 4' , '.. '.J -.' '" ,4" , ,-. ' ' . ... . ~ ' .' I' ,'.,' .,... '. '"I,'.. 4 '. ' '. ,.:..,. of.' " .. ,',' .,.... ".""" ..,' I 4, '.- " . , " ' '.,'" ' ,'. ',.. "."., J, ,', : '.'.. "',,' , " " , ".',. "./. 4 '~ ' " '. 4 I I . I' . '. . 4, \ 4 ' .' ,0 I I' . . I . \ . I I , ., ' fI"'" "., ": ',..' " ' · ,II,,' ."'. ,,:' ,:.."".' ,,'.'.:.... WIRE MESH , . \ ., . ..d " ' , , ' ,'. , " ,', 4 ,II "...' , . ," .- , . " ' , ,- . ' 4. I ,,' I , I .' 4 I'" " 4 '4 If', . . I .:.. ",.' " , :" .::" .. .,.~"'. LJ..;'" " "'~4 ' '''".''4 " , '~', ' , " ,I., ,',,'.... " ,,' , ..' , , ,:' 4' · ,. ,.,...' ,.' I. . I I, 4 I \ .... . I, ' I 4 ," .. 4, 4, ", "I, 4 ,J ',' , " , , ., '..., . .,,'.. ': , .,,' , ., . ' · , . .' .4 , . ,: ,., '. 'I . .'. *' ."'. ' : .-, ',. ~ .t ' '.... ~ ".,,",...', ,II ".'" ' . . .4 I ... . . .. A .. ,t t. . .. .~,. '. ~' . 'I . 1-. .' I. 4. I. ~ ' "'J" : ...'. " :~" ,,' 4:' ~, '... ::.. ' , . . ,4 ". ," .,' ~ . ~ ~ :. ," '~; . , .. " SECTION @@ FORM & POUR CD NOTE: SLOPED TOP. .. ',) PRE -EtiJ1INEER~D M~T AL eUllDING NOTES: tHE EAE91JON OF THE 1.4 E TAb. BUILDING SHALL ~E IN GENERAL CONFORMANCE VvHH. THE, ORl.GINAL CE~O APPROVED SHOP DRA'MNGS. ANY DEVlA nONS, CHANGES CRALTE.RAflONS SHAL~ SF: THE RESPONSIBILITY OF mE CONTRACTOR AND THE SPECIAllY ENGJNEER FOR tHE BUILDING. ANCHOR BOLTS, FOUNDATION DETAILS . AND LAYOUT ARE PER ORIGINAL CECO de MITCHELL BUILDING SYSTEMS SHOP DRA'MNGS de CUT SHEETS FOR JOe 1129067. 7' - 6" , , ~' ~',) 1) -.'I 9-1/2" 1 r~ I~ @,.~._---,~ + b ---:- , J"~~3~ l' r I' I , ~ DETAIL (E) 3/4- , Asn.t ,1.-36 BOlTS t '" 9-1/2. ~ ~ I t J, I~ SECTION (1\ ~\2/ t 00 .- ~ ._-~--" ,,'~ ,t ..J.., r-~ 'C,I ~. -'r'. ".. ,T .. Y ~~ ~ J.~t"J J ~9- 1/21" b J .. ... 9-1/2" l' . N ....... l' ~ t~ I 3'~~~~3' DETAIL (G) 7/S- , ASThf ,1.-38 BOLTS i 7'-6" I t . .- 9-1/2" l' I r ([}--- +-t - ~! 3' -t-cl>i-;~ THRU " ,@ DETAIL (H) 7 /~ , ASTM ,1.-36 BOlTS ~ , , I~I-~ ([r -----IW ~l 3'~~*3' , I 1'-3- I i- 1- DETAIL (J) 7/8. , ASnA A-38 BOLTS (D ~ ~ i 4'-- (I o @Dr-- -----~.--J;l ? 3"ti=i J 3" -:- 911/2 , ~{ i _ 1'-3" , i DETAIL (A) AS SHOWN DETAIL ~ OPP. HANQ 7/8- f ASnA ,1.-36 BOLTS SECTION @@ ( 1 (11 (5 7 l' -1" I ~~2" ~Lh a I I I I tt) ~ ---:=~ ~ ; i I I J2ET AI L (C) 3/"- f ASTM A-J6 BOlTS CD , ~',,,, ~" ~ f " -3' · i (j DET~L, (5) ~S S,HOW~ OErAII._ f} 9l?P. HAND 14'"" AS,~ ~~~, 8QU~: , ~, NOTE; :...tr,'...... .' , ' . ".-.' .- .,llJ. A<<Q.8p,9i~~~~1HCH~TER 411.00.\. (2}(1) OF 0: . m,l 'fl.,OR" IQA" ,.,~OJ..,'~ ~STR,A, n, ~" C9OE;,', ., ntcmt4""C"Al. ,I MtCHANlc~l.. ~11 PlWIS1N9 f AQ~n~S~u. BE " ~,g,t~, T I~.', a'tr".,.1l1,',',&~~",E,. ~OQ,~!\1C:", .~,~,cc,X,3:, <C,S_,lO ~(I .". c' :. -()?LOtJaiti'~'A~U.n.E:$,OAA~ H - . " " .AsU't ~ A' OEstG<< P~~'v1,~Q 'BY tHE O~ER f AOORES$ HIS R(~iRwrntS.., "- '. > -,.,-," '- " ..' , '.-- @ ------- J--'k-t-{-3- i , I "-3' ~ DETAIL (f) AS SHOWN DETAIL ft OPP. HAND 7/8- , ASTt.4 ,1.-38 BOlTS t o 1 a N ....... .-- I -I")~~ _I I __ 01 ~ ------- -O---'--i l 3"~t ~,I 3- 9 -11 /2J I I C?) THRU @ a o I a N ....... .- , 0) . .- !, l' " c,r- ~' .; "'" ..,'.. -.... 1(i( ,Eti9IM:~., \YJtL. NOT Be, 8E~" Jall ~R ASWt4€ Nff, · UAeIlJT'f FOR Nff:., WMTlON ~~, THE$C CON'lROOnoN,CON~J OOCfJUENl'S WHElliER ,_ ~ ~~EA 'OR llit CON~TOR ~SS SPECIf1CAlLY '.L '_'. .',' DETAIL (B) 7/8" . ASThf ,1.-36 BOlTS A~^'t ~~1 . . NOTES, SECTIONS DETAILS BOLT TYPES ZEPHYRHILLS COMMERCIAL LEASING /~ I ;~y ~1 u-'(:"T.~ ARKAY ENGINEERING, I NC. WAf lHt CM1RVC11(<< ~ ~~A~~~S~ 98125 t t 1 . """JNa WJl}t ne f1Ai~A f)lJA.O~J4 ~~?9) -4 k S rue ura engIneers , f"M, llf) MPTt. (j '~O) Mf "" ~ t4PK"~Mf':~' 5600 US Hwy 98 N - Suite 2 Lakeland, FL 338a3~,~, ~ f)'j~ -- '.; SH~ Phone: 863-653-2711 Fax: 863-816-2118 r Ii (~! 4 ~ 0 state of Florida Certificate of Authorization I EB6347 / ~ ::Jt tJ~1 OF Richard L. Kiddey, P.E. - Florida License # 37296 :/ I J - - 11 ~ ,"~ ~"';. :~ ,', MVlSiOi(lf .-o~~ ,;_'",Q~n- '., '.'. t~:~{~,~?<~~'~:.19.~~l h:~~' . .' qfI'L:'ift' " " ',~5" '-"'; c"'~,.il,',",l, ~,\1,,' e., ;~{ /", DAT$ " .. ",< " " * k,'. .. ~ .", , ,. "'~':," '.', ';,Ji,' '.'. 'eO' , " " .,v. ,_. ~~~~"iU~.!;, eA~ SC~ ,.,. ,,' ..,' ~~~'~~~~~1;" ,.:}~t?lc'_'~~_i ~~;~ ':,';':-",:~:, '~_':_' _<.~' -" '., ':. ~'-. ".'-:~,~~~;:~:~\.:~~~. .""-'~ ..' ",e ~"~~~,~{;,~,. 'l:-"Y ENGINEER OF RECORD: , . ,~' :~~~r'-~~~^ !.,' ",:_~ J.;':i.~ \~iJ} , ~' , ,,-/, ,::"',.,-< "..-..-- -- --'- ~-"-I , r~ ' . -, .,l ,~ .. ~:.'t . , "\ ~~ W' [E}I [E}I ~ ~ " ,./i ELECTRICAL fQI8liR DfAG~AM . ~I -' 'h 3- 3/0 CU 1- I/O CU ). :f":C I ::E SINGL.E PHA6E X 6~EAKER PANEl. LUITl--4 MAIN 3: 1: 3: ::E ))OA K eAe.e j 1 HIiTJ.R 50CKHf ~J 10 l 31> 41 C,IQ w ;> va OJ .' I' ------ T~----l WATER UNE - FOOTER &TEE!. iF AYAI!...AeL2 UROJNO ROD 1/0dv 2 RUNe. EA 3- 3/0 CU 1- lIO CU 2' PVC CONC~ETE e..~CA~E.D .UFER" I!I..ECT~OOE t:< IF(EO PEt Ar;<T 2;0-50.. ' .E.C. MUeT BE IN5PECTED IC~ TO CONCRETE PL.ACEMeNT I " ==-=- .....'y \:J ~G .1\ ~c,Y G '. L [E}J - JUNCTION BOX FOR RUNNING OVERHEAD DOOR "- .... ,.., '---"'" .' ~ : NORTH ~ ~...~ ,,: ~"''''' @ NOTE: i'ti, , A<<,OOO,. ".ANCE 'M,J1i CH,'~Jl:R .+11.OQ,J J',(~)(I) OF fH6; "~IOA' ADt.4.INlST%n'Vl COO~f ,~(tt~CAl, M.{.QlAHICAl. AriD PlV~~~g ,. AciUllE$:' SH~l~E Ot,Si,':~EO BY )lil: Rf,SPlQ]\,~V!" COOTRAe,rOOS to, ~M(lt 'All APPUCA811COQ,l~ rnt ELECTRICAL, ' ., . U(~~lc~1. ~D Pl."Uf..fB\NG f'~ClunES'~OR~WN H.w~~ AAt: iJASEQ ON A D($~ P~O"'o(P BY 1li~,J)\\tI.EA TO ^OORESS' HIS REQVIRE;MtNTS. . .Ji.".t~;;. ,,J',.. "" .' . ,~ ':. , .. _ .t>,J i'...t , '. ~ 0-'- NORTH ASSUMED FOR ROOM FINISH AND ELEVATION DESIGNATIONS ONLY. ACTUAL ORIENTATION VARIES BY BUILDING - SEE CIVIL SITE PLANS. A~A'( *4Ul7 ~ ~>~ ~. .-'- ~;.,t,.. l:-h.;,> h~';', ~~'~j:C,. \,~,.~,::!,' :; ,,~~~ , ....." J~'" RgVISI0~'$; ;i.~~ -.,,;;~, '_r'. I:;~ .. ,. ., , J .mbY ~flty; ARKAY E NGINEERING, I NC. 1t'.A1 ne ~TR\JCft~ ~ St~~II$-i2}Qf AA!I tI-" 9 812 5 cat\u..uce Wlnt ne ~WA evfl.J)"~ ~ 100t structural engineers ~ IltJ ~P!( ( ) Mf - qo M.P~, ~A!;fI;~J 15600 US Hwy 98 N - Suite 2 Lakeland. FL 33809 ~w. ff Phone: 883-853-2711 Fax: 883-818-2118 t; .~ IJV? State ot florida Certificate ot Authorlutlon # EB8347 ~. Richard L. Klddey, P.E. - Florida Ucense # 37296 ENGINEER OF RECORD: /~ COMMERCIAL LEASING ELECTRIC PLAN ZEPHYRHILLS S"6 0' 11 ,'""',.4 ~~./. .' f 10"-' , " ~:l~>';??i: ~~:: ,\ ~ .:; 'f'> ..... " ';,~ ..: .. , < ", -'I' ;t. .' " 4>> I'Ve PIPE 4- CLEAN our- 7' ------ . ---~.-------.---.--~--------.---.--------r------.-. --------. = 7' 4- CLEAN OUT- 4- PVC PIPE 4>> PVC SEWER UNE FOR fUTURE INTERIOR BUILOOUT .~ . :.,1 , ~...'i .. ~, GRAB BARS ''''~J .~1::; " ;.::';" .,..,.- :..: ,~~.. "J,_, ~~~ ,ji ::~>" :-.;''' ,.- ~'..' ......1.. ~. ~-.- 1" , ~.; ~~; <'j .- ..::,.; I .~'" <>> X~~~ .- .:{}1F ~~ .t~,~;~~{~~ ;~~:~ ;'~.:;~<,:~ ~ ,;,;J.~~i~j;.., ~':~,~B:::~:':;:,!;~~~. :~'~;J ~1:~~;~~I~~~~" . . . . . . 4>> PVC PIPE- . . . . 4->> PVC SEWER UNE FOR FUTURE INTERIOR BUILOOUT\ \ . . . . 4>> P'VC PIPE . . . . . . 4>> P'VC PIPE 7' !t CENTER COLUMNS --------------.----~.---------- ---------~----------------.-- I ------------.------ ---------------------~------- 4>> PVC PIPE 4>> P'VC PIPE J . . EN J>> VENT 1 1/2>> PVC VENT VENT I e 24" MIN. " ~ TOILET PAPER a ~, -~ l~ . A, GR~A BAR SH" A~l. B,E PR,O'11 OED, LOCATEO JJ INCHES fROM ,AND PARALLEL TO 1li ' F1NISHEO flOOR, ~[ASl.JRED YERl1CAlL Y to llIE TOP OF mE RAIl ~llf , A V (AllON Of' NOT t.AOR~ T1iAN 1/2 INCH, AND: 1. SHALL HAVE AN OOTsiOE DIAMETER Of 1 1/2 INCHES. 2. SHALL PRQ\10E 1 1/2 INCHES or CttARANCE BETWEEN llIE RAIL ANO niE WALL. , J. SHALL BE So DESIGNED AND SUPPORTED AS TO 'MllfSTAND , A lOAD OF NOT LESS mAN 2~ POUNDS APPUED AT ANY POINT, OO~WARD OR HORIZONTALLY. 4. SHALL BE CQNl1NUOUSt.Y GRASPABLE ALONG mE ENTIRE tENGlli. SPECIAL NOTt: GRAB BAAS ~(El1.NG llfE APPUCABLE ANSI STANOARDS , ME OE(MEO 1'0 BE IN COtJPUANCE 'Mm mE INTENT OF mE LAW 'MlEmEA CENTER SUPPORTS E>GST OR NOT. ,. SHALL B~ AT l,.EA.$T 24 IN.CHES LONG ANP SHALl. BE CENTERED A r THE t.V.DING Eoct: OF THE WATER tt.OSET. GRAll BAR' $-tAlL ~OMPlY"'1H f19'JRf; 52 AND 'Mm GRAB eARs, AND l1J1! ANO SHQ'M:R SEAtS SECl'IONQF' mls MANUAL. TOILET DET AIL .~ HANDICAP r";' !I< "?J ~';!...". .-.f'..' ~; . .~~ N'OTE: lNA~qRpANCf; 'Mlli CHt-PTER 471.QOJ (2XI) Of 1l:i! FlORlOA ^DtJINJSTRA nVE CODEi Q-ECTRlCAL. MtCHANICAl AND PlUM8I.fiG 'ACftjnES SHALL BE O~$IGNEDaY rnt: RESPtcn'vt t9NTAACTOA,$ TO , ~,~, E, r, ,,(l\.' ~,',PU~.A" ,B,ut, ,'~OU,',~'~,'s.," 1fIf;; ,q(CT81C~,Il...,' ttI[CHANIC~, AND PLU~J31N(t' AClU11l~lftA'Mi , li~Qli,' M,"" ,'. eAsEo <:Ii,", .\..O"..ESGtf"" ~R, 9 Ot\l, BY mE Qr\N~" TO AODRlS.S H.$ R(OU!R " f$ ,llj t,., ' 1>R!1fN DArB NHjCtr 2-1 ~~01 , PL.UMBING PLAN ,~ .,,! 1 1/2" FIG. 52 ZEPHYRHILLS . . , . c- '- -4>> P'VC PIPE , 'if7 "\~ ~\,( ~ \rh-P- . li rVl 1. ~ ~ ~*v...., ,~ vv'\Y ~"'~...\ ~ ' ~v\~, ~ wot :(V'(/{'l b ~ L-t\ \ ( o I' {lC~ . LD'\)~ ~\1Y ~)\~ V :ti;JJ'. . . . , -I x ~ ~ t o V ---------- :I --------------.- 7' '---- 4>> P'VC PIPE FIG. 55 HANDICAP SINK DETAIL " - i' ! .1 Zi -I I Vi I"') I <Xl N 1. SINKS SHALL BE MOUNTED 'MTH mE COUNTER OR RIM NO HIGHER n-!AN .34 INCHES FROM niE Fl.OOR. EACH SINK SHALL BE A ~AXI~UM OF 6 1/2 INCHES DEEP. (SINKS IN KITCHENS OF ACCESSIBLE DM:WNG UNITS SHALL CO~PL Y 'MTl-l LAVATORIES. SINKS. AND ~IRRORS SECTION Of nits MANUAL. 2, ClEAR Fl.OOR SPACE - RESTROO~S SHALL HA~ AN UN08STRUClED SPACE Of AT LEAST 60 INCHES IN D'A~ETER OR 52 INCHES BY 72 INCHES FINISHED INSIDE DIMENSION ADJACENT TO Tl-lE LAVATORY AREA. SUCH ClEAR flOOR SPACE SHAll ADJOIN OR O~RlAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAX1~UM OF 19 INCHES UNDERNEATl-l mE LAVATORY OR SINK (SEE FlGURE 56), SINKS ~-- I I " ~. t~ (J):~ .':'" ~, ,'~\ \, ~ ~,l ,~,'::>~",~.'><:.,:';.:::!,~:~~:. .>;_~'~';'~. ;::,~: <~/~.>:~"+~~,~~~.:~ - ~~.;; COMMERCIAL LEASING I ~ 6" MAX. { '" r (TOE CUARANCE) 8" 17"" 'MIN.' MAX. ' (KNEE CLEARANCE) (LAV. DEPn-!) NORTH @ NORTH ASSUMED FOR ROOM FINISH AND ELEVATION DESIGNATIONS ONLY. ACTUAL ORIENTATION VARIES BY BUILDING - SEE CIVIL SITE PLANS. ENGINEER OF RECORD: ^~A'( it4-d1-/ A E I I ~~y ~f.lr,(: RKA y' NGINEERING,. NC. fHAT n. ~l~IQf ~ ~<h'li ~~ ~~ IN structural engineers CWP\.lJ.lJC& 'oVl~ 1\. ~IQA oun.o1i<l: ~ 1001 5600 US Hwy 98 N - Suite 2 Lakeland. FL 33809SPf:t-O. ~ S~::en:f 8~~~I~~3~::::,icate of A~~:rl~:~i~~6#-~~::: ", M~>< (3 ..0 Mf;,M;~:'_&'T Richard L. Kiddey, P.E. Florida License II 37296 _ 1 /~ 98125 87 OF 1 1 i ~ ;~,"f { " . , L-....J ;&' .:Ii ~ H H f :E ~, ----'- H ~. ~ ::.. ' t: ~ l! '\ I - I SPUr svsmt Ale SCHEOUl! ~ NOTES 5,0 fON spur SYSTEM , . CAAAlER "WEATHER MATE- SERIES J8t;Kco<<l~... -, ~ooo ~.OOO NV"IoI INtI 111 ,. .' cv..o Nf,UO . . B1\8 '~I!CfrI' alOft ~. CI1A.."~ EUf;JF ell ~ClJ~ U400'S :00 _ ~t.J, I ~ 30 AMPS IY04JS 230/J{6O :Nf . . UlJ.JIlU"....- .~. ~.6 I ~ flJSI eo~p j)10HG SlZC LJ · wu. t 1 &- SVcnoK. VII , .- IN$lJ Jl()N SHOO .~TN.. ' ,~ MO. T8Q01C 1~ ~DUEC OR T, 6( INST~l) IN s~Pl>LV _(NU~ ". fireS ot. TO 8 I ~S .u;O IN Rtl\JAN f'Ut;R ,frP ...~' rt;..~WAYS l~ SYSl I ~.;.4. , M1i1oAAl) ~ TR\J~, ViI F.OIJ.-f X. O;l.MPEA I'~ ANO rx2'" tAY:"ltf Olff1JSDt J.U JO' 1'$ S&Eo W11Rf'ASSON ~t _PR~$S\JR( SENSlTPY'E . TAP!. Hf,AT $TRIP t 0 ~ sua. 10.00 2060 i NOJ1;, AI WORl< $WlL ,5 1 1'0 1l:IC R(QlJI~TS OF lJ-it: 1 ~7 . NOTE: .~, 'J' 'tft;^QC9aftA<<~ \Mllj. ~llR H'.~., (~)<2 OF t ~~'&,'~ ','leAl, A".,~,.. "',' ,IN,~,)j~, .r,',r,.l'~C"~,, .,~~~~~ '1i: :'" ~,l,,~.,,~, m.,~".J\, Y1jJt,'oo"..,.€,."~~~,!,..,~~..r, .il9i,..,^e;,.~, ',,~,:).' [0 ~mml~,:~~~q~Qola. c~~o~,~qraY ." nit: oUi . . TO AOORtsS HiS RE:, REMtNTS. ^~.," ' ", , "'..:' '.~i ..~ ".:;'-.,,' t' Rih'lsI5i( OIU WN ~L QAT& ." .AJH/CET lQ-30-QO ,. ~:',,. ,"'- ",', '"" . .-J .t.. < , '<<..~"':, ".. O~tB \ ~ ' ~,. :':~:' ~.... otI: c,w' OltCQ"A.~ , CAD' ~LB -:972~OAAt' ~J/~'#,'l' \. }c.: "": \':,,".' .:1;;,"'" ';., '. Jj ~. ;.:,;..., :-......''"''-.....: .,'.,1~ ':;'" '.... ,f-~~, ;-')~, ~~,;-'~'r, .. . _!,~~.i. ~;o.'...l. (- I .a;. 3: :v. I SPUr SYSTD.t Ale SQi[()UL[ BATH EXHAUST 80 0.20 CAN HOUSING ORIECT 2.& .70 AMPS 120/1/60 REMOTE SWlTCH TOIlET BR()AN lea4 ~ NEt QlJI.U1Y vcr. s-fATlC PRESSURE fNt TYPE OAIVE SONES MS E1tCTRlC.'l CONTROlS LOCATION WMJ'~1URER t.tOOO. CfY IN. WTR. V/PH./HZ. .N2If; niE GENERAL CONTRACTOR IS TO CHECK WIlli TIiE A/c CONTRACTOR FOR All Ale LOCATIONS AND AlL UNDER SW3 CHASES, AIC ;-;"'....,. ,j-'~..., PLAN , . . , , , . I I ." ~ :E --- ---. ---------- --- :v. If 80 CfM lA ~~V\: ~I~ 0 ~FL 0 2A 80 CFM SJ f.1 I I ZEPHYRHILLS ., ==- 7A 380 CFM 6" '~O" 380 CF} '( ~ ~ 1'1 )/9 " 1~110 ( 10" 3ogACF\4 .ili. 3: -;r: ;1; RAfGRAfG ~~ I ROOr JACK ~a. 20" I ili .f) cf { (.tW'" ~.;. ~\--\ '- \'- F vf< .,l"\ ~W'\ \ ~ ~ ~ v 0\~ , ,;z~'C> ~\cj'(~- WI \~' , (/\:{t II t\~~, .. /,. t-\; \\J" . V .0;( .::;?r I(~(')~ V]~ ,f' ,f(\ ~ ,yv!)/'\ -;r. .1. 8A 385 FM / 111Xl~-::=::==--::=:=::::_ ~:~::=:=:::::=:=:=:==~ ~ ~~~lNG ~ I '- '- 8/8 J/8. UQUIO ...~ 14/12 14/12 "12/10 ' II ~o ~O" l10. 10" [E ~ 300 CFM 4A 300 C f1..4 5A If.l 300 CFM 6A ~ I I COMMERCIAL LEASING A~A, #4011 98125 I I L .J I I . . . ili ." ~ -'''---- - 3: 3: ~: :T: :v. 1: . . . I I . I I I I I AIR DEV1CE SCHEDULE DEVICE ROOM SO FT CFM DUCT REG GRILLE lliROW MANF' MARK NAME AREA DESIGN SIZE BOX SIZE DESIGN ~D' 1A BATH 80 68 10/6-6 10/6 1-WAY E401 ']A BATH eo 68 10/6-6 10/6 1-WAY E401 JA JOO 10. 2')(2' LAY-IN 4--WAY PERF 4A 300 10. 2'><2' LAY-IN 4--WAY PERF ~ JOO 10' 2')(2' LAY-IN 4--WAY PERf ~ 300 10. 2'x2' LAY-iN 4-- WAY PERf 7A 380 10. 2'><2' LAY-IN 4--WAY PERf 8A 385 10. 2'><2' LAY-IN 4-WAY PERf AAFG MAIN 2110 AAFG AAFG AAFG AAFG IWG OUTSIOE AA CALCWllONS CONTINUOUS OCCUPANCY IS '-AORE niAN niREE HOURS, THEREFORE 100% OF OUTSIDE AJRE IS REQUIRE PER ASHRAf STANDARD 62-1989 PROVIDED: 12 PERSONS X 20 CFM .. 240 CF'-A ENGINEER OF RECORD: 1 .~y ~f1l'Y: If!Af 1tE: 006'fROC11~ ~ S.IO'NN i~i71.-c.N ~ IN C<:Wt-lNn Wlfl'4 1)-(: H..~lOA OVIW:tJa ~ 100' ~ 110 MP~. (. StC 0) MT'- '10 MPJc-l- f'~'Hrsr 5600 US Hwy 98 N - Suite 2 Lakeland, FL 33809~. f-~' Phone: 863-863-2711 Fax: 863-816-2118 State of Florida Certificate of Authorization # EB6347 ~ ,.,JJ v? Richard L. Kiddey, P.E. - Florida License # 37296 J vJ'1 ARKAY ENGINEERING, INC. structural engineers /~ ;t; ====" ~ JoT I ~ t-r Sa OF 11 } ",- f201 f201 f201 f201 f201 f201 E201 E201 f201 Q. :i" ;. ~ ~1 CD ~, , , . G4t9.R G60 G410R I'JA ROD.". ~~. l' ',- OB9-l1 ~ t " b"')<O" " ~ b"')<O ~ ~"')<O. " I '" - . OEB~ g ,'. r ... oB~d @ , " ~ ~ ~ - - ~ ~ ~ 08~ I~ '" '" N N N '" ~ s: &: 8: a::: a::: a::: a::: a::: a::: a::: r Q. Q. a.. 0... Q. Q. 0... . ~ [ IIA ROD- 1--- OB~~ ~<O~ ~<O~ ~fQ t\ G ~~-1) ~~ ~~ , OB~~ ~ ~ DB~~ DrA Rm? oa:3 ^~~ ~~J~~ ~~J~~ ^~ 'N 'N T-' oB:3 1 b > I ISP5 I ISP5 ISP5 ISP5 ISP5_" ~ ISP5 ISP5_" ~ I I F i,....G410L ISP5 1m ISP5 CP2X !SP5 8 IN'\ ill CD ill i~ t , , x x x x x X u<tlVI"'\ I X x CB2f :: r' ~ ~JJ~~ a::: a::: ~JJ~':) a::: a::: a::: a:: a:: ...... > 0 DB) ~ a.. a.. a.. a.. a.. ~ a.. a.. 'N I I ," ~ m 0 x N C2 .oIA ROO l.. a.. E DB) N > DB' ~ ') OlA ROD- f---II ~<ofQ ~fQ C DB) ~ ~~ ~~-1) I a c'J DB) ~ ~ ~ ~ ~ ~ ~ ~ ~ I~ ~ '" a:::: a::: a::: a::: C2 a::: a::: a::: a:: a::: > lL a.. a.. a.. a.. a.. a.. a.. a.. a.. ~ 0 OS) I~IA ROO- DS" ~ 1--- ') ~ OS" ~ ~~"')<o " ~~"')<o" I ') ~ '" > DS~ ~2 (C) f401 201 ~201 201 E201 E201 f201 E201 E201 E201 t t I ~ ~ ~ ~ 25' -0" ~ 25' -0" I 25' -0" 25' -0" --t-~-____25'-O" -----t----- .,24.' -o~_. 24' -0" 25' -0" 25' -0" 25' -0" ------ ct - - - ---_.- ---- ---- - - ~ ---., -- --~ ..- ~)-- _ -- ---> -----,-- -.- - ------ -- _._-~ o r- 1) , ,.- 1 FLANGE BRACING 7' ~ 9\ 10 1 1 1 ' -0" TYP. eOl., LINES 1,2,3,4,5,6,7,8,9, 10,11 _250' -.0.:.__ - .. .,----.-. -- -----~._- '-------~-- ~ - -- -" ----- ._~------ -- - - ---- ------ -- - - -- ---- .c_ - -- _._--,------- --- ~------------- ----~._~---- -----.----- --~---_._------_.- ,--- - --.- --.--.. ,_____ - _.c___ _ , n~\ Fl.ANGE BAACING TYP. eOL. LINES 1 ,2,3,4,6,6~7,8,9, 10, 11 "~..:.-' o~,-;~ i . -'> '.. '''< .' '.,!i '~ It, ' o ~ 5/~ ,:' .': " "',' .1'", \~ ,~ 1/2 7/16 7/16 1/2 5/8 ..... CL84 AT ALL PURLlNS AT FRAME LINES. 1,11 CL93 AT EACH SIDE OF PEAK AT EVERY FAME LINE I ' G448R MAIN BUILDING 5/8 DIA ROD - r" ~ ~ o I ~ o N N > N > G448R " ;t NOTE: CL84 @ ALL PURLlNS @ FRAME LINES: 1.3 EXCEPT AS NOTED. :: o I o f"') G448L 'L 8 G448R 7/16 OIA R 0 _ N N t > > N G448L I .. 01 '>, FLANGE BRACING (TYP) 25' -0" 25' -0" I ~~-l'-O" E210 NOTE: IN AOCO[{OAN,C[ 'Mrn CHAPTt:R'H1.00J ,(2)(1) OF mE flORlQA AQM\NISTRATlVE COO~;,ELECTRICAL. MtCH~I,~~ AND, Pl\JMB, INO f AClun~s ~A, U.. BE ,D€$lGtiED l)Y TIiE BE:$PECnvt ~m^c.rQ8,s TO . ME,tJ, A.LL,' N>,.""PU~,A.au: eMS. ,m" e: ,',Jlt" ',CmJ,1 C;AL.., "t(~AN1.~&.'ANI,) PJ,.VMBl ,0 f':A!JU~~~ ORA~ ~~~,on, '" ,M, . 6. "A~,_."~' ~,' A OE1~ >~I)~l) BY 1f(.,"':V~~,t4)A.f)O~€SS Hit I1(Qu.l~fN"', '\..;,~ -4_" l__~_ ,,' (" l' ~:.' ~ ,. ,.' ...._. ~ i "_, ,~"~ ~,.. .. .." "._ _'.~ ..- 1'-O'~ 5 6 52 -0" .' ;.....' t ". ~~:~, ~: t ~f.. lo~~l, :'f- ~:::\; fL.,"- ':v~ -', ' .~~~<./ -. j~ , ENGINEER OF RECORD: ... IVAN-TO Rnn~ PIAN ~'ilJ - , , OATS _>A~~~H~ ,- ~:.f!if7/(jl .. ,. ',_: ,~>: ,j;~.:..<\... .~ : ~D' " 'o-b-,rl L /~ , ''t' ROOF PLAN ZEPHYRHILLS COMMERCIAL LEASING ~ .' ,. ~ . . , .,,,.....' _..'. -,'.'-,- , .fh, ..',; ; -'~_' ,~(1:,.:.,. ~ a::: 1 '" > '" > ~ .- > ..... > '" > ~ '" > l' 0" _. - ~'f iJ:4€Jl-' l.'UJU..UJJI A E I I .~'( Cf;ttf lfo,(: 85 RKAY NGINEERING, NC. ~f niit CC<<'1~1<:t4~ ~~U~fL~ 982 t t 1 . ca-A.1.&la __If}-f ta fj..aU>A WJLOtli!; w~!' sr~' S rue ura engIneers r-~ 110 MPg (. !.f:(." Mr - <\(): MP~. ~~r~Sf 5600 US Hwy 98 N - Suite 2 Lakeland, FL 33809SPf;W, Phone: 863-863-2711 Fax: 863-816-2118 state of Florida Certificate of Authorization 1/ EB6347 Richard L. Kiddey, P.E. - Florida license IJ 37296 .~ ~,.._.." SH!) or 11 -<; 1 ~ - ~, ,- "'" f-' , ~r ,:;'ilr'.-: ' . ~' -: ".' '.'~ .- .- ~,.. .,-._" ..,;r,; :,,~ '~.t\;-::., ;t" . ";-'-"t'$':, )< .. ..,' ':,,,..:,,~....,.~,.,:,',,- " .,..,:-, ':V"-:' _" :'. ,< ... f v, -,'..''-1'~. .~'L~;, "'~"_ :"'; '". .:',:/;5f,iL:~;;. .; 1 , "!I"-..,~ , - :f~ ..,.,.i'.. _'_, .."";', ...... 1, ~ -oK. .~ .iF 'I , ~ ~.~ " ,.<, I"~ G411L ~ ~ ~ ~ () () ~ ~G67 ~G67 ~ ~ tJ) . tJ) ~ ~ () () ~ ~G67 ~G67 G67 ~ m tJ) tJ) ~ ~ () () ~ ~G67 ~G67 m m tJ) tJ) ~ ~ () () ~ ~ G417R ~G417R ~ .~ ' G417L G67 I tJ) I '" r- 3/4 OIA ROD-- ROLL-UP DOOR ROLL-UP DOOR ROLL -UP DOOR ROLL-UP DOOR ROLL-UP DOOR ROLL-UP DOOR ROLL-UP DOOR ROLL-UP DOOR ROLL-UP DOOR ROLL-UP DOOR () w () w I .- I 'v '" . r-.. I . yo- yo- lN8.~C6~FT RfH5 ~p~ frET P~Y~ 1 ~ PC2XA 9 P 2XA ~ PC2XA I I cD PC2XA ~ PC2XA ~ PC2XA ~ PC2XA I I @ PC2XA ~ PC2XA cb PC2XA -, ELEVATION No. AT COL. LINE CD I 1 \ \ J ~ () ~ () m m ~ ~ () () ~ ./G67 G67 X 1/ G67 , G447L n-8-1, V1 - - - - - - - - - o$} G67 m m tJ) tJ) ~ ~ () U ~ ~~ /G67 ~G67 X V2--+G::47~V2 ---------V2/ G67 ~",(j<t ~G67 m m tJ) tJ) ~ ~ () () ~ / G417R G67 X V G417R ~(j<t ~ G417R 0417L ~ /G67 G67 X V G67 ~",(j~ ~G67 G417L 3/~ QIA ROD-- G417L () w DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR I .- I .v '" I 1 ~XJrf p~~l ~ PC2X ~ PC2X ~ PC2X ~ PC2XB I ~ PC2XB J~ PC2XB @ PC2XA I I i I I @ PC2XA I I I @ PC2XA b PC2XA -\-- r 7 SPACES @ 5' -3/16" , -\--- ~-r---\ · I CL51 L, r r r ~L 11Al G275L CL ( "CL1 G25 2 SPACES @ 4'-6 9/16" -r-tt'1 -\ .CL5~~ r r rCL11AL I vl5 5/16" ELEVATION No. fl\ AT COL. LINE (g) \J .. 24'-8 ECT PANELS F- I o W I ~ t5 .. 4' -11 7/16" .. 0> r-.-\" ~r G8 ~~Ir :: CL92/ , f.,') t 07 )5L . CL88' o , .. <.0 CL51 R 25' ,," 'L I " CL88 r GRI,~I r CL92/ L G7 )5l CL88/ r C l51 l \ r r CL 11 AL G275L CL1 / CL1 G25 r rCL51L\r r CL11 AL I\1LO .r 1 / Cl51 R CL51R Cl 11 AR G8651'< Cll " ell G735R , "CL92 G25 G25 jCL51R CL11AR G86~K CL 1 " c.;ll G735R 1 " CL92 C L1 1 AR CL 11AR v~, "'., vL'",,, G25 G25 I "CL88 I 01 J5L CL88/ G25 G25 G25 G735R , 'r'~ ,ll~:,: ~ ~ ~ CL661~ PC2X G25 G735R I "CL88 0 ~ 0- I :J "CL88 ~ o z w () w o ~ 0- ~ ~ ~ o z w G735l CL88/ G25 G25 G25 G735R I "CL88 . o , ~ N III o , ~ I G 27L el8a' G17 G17 G727R It o ~ I . <.0 ROLL-UP DOOR I G 27L Cl88/ G17 G17 G727R I "CL88 ROLL-UP DOOR DOOR G25 DOOR .' , '~ ~ CER12X W10X15 0833 AT GIRT NO. 2.3.4. ~ b b ~ ~ICL88 PC1X () W , CL881 I b PC1X G73~R G25 ~ ~1. ~' CER22X CP1X W10X15 WaX31 OBJ3 AT GIRT NO. 2.3.4. CER21 X W10X15 0833 AT GIRT NO. 2.3.4. CER11 X W10X15 0833 AT GIRT NO. 2.3.4. @ CER11X Wl0X15 DB33 AT GIRT NO. 2.3.4. ~ ~ CER21X W8X18 0833 AT GIRT NO. 2.3.4. , I cb CP1X W8X31 G25 I I @ CER22X W8X18 DB33 AT GIRT NO. 2.3.4. ~ CER12X Wl0X15 0833 AT GIRT NO. 2.3.4. -{ ~ICL88 PC2X 1;': ~ ,'( ,. . r NOTE:' " .IN A~OAN'CE 'M'1}t CHAPllR 41to.oJ (2)(1) OF mE I\QRIOA. AOMINlsjRAnvt f.;9f)E, fi10~CAl. ~(Clf~~~.AtiO ia,UM~() f',o\C1unE~$iAt at .. 0 .', tiSl~Yt fii~ l11.!..[t??mYl CQNJ1V.ctOA . TO ";..' "~&~Aft1fJ~MOOr3~A~~n~(~Wl~ , " . e~~~~f", '. $.tD;. Q(i, A Pt~~' ,l?RO'-'O(O BY , -, . "l1j~e~:~ i~t ~[~ ~~ Rt:~IREM.~TS. . '" c',.; '. ELEVATION No. f3\ AT COL. LINE CD "-J ELEVATION No. Cf:J AT COL. LINE QJ) ~ , ".. '__ . c ' ~ "",,.. 4'... ,,' _' .'. . . ...... ,., ." . . ..,..' ,. .",. . " '.., ,-,. ,'-,' . ., . .......' - ... . -. ~ .. .. _. ., .. . A~ ~~~7 , ~ ~ '~ ", , :t~u.uu ",,' A,..,t '. , '. ." , '; . /~',l"~;~ ",' ,;',: :' REV)StON'S :, ',:, f>MWN"V . ,..,' (1AT( ~ .. ' 0; A.J.H: ,'i"~6ItIQl<::' /..~~ . /~;, :" ' i': ~ "\ ,'. . 'I' ; -. .. -. .' "~"1~~~ - '.l..' .~ ~{/ '>i;;~: 'ca~K,;ri~;'~::,':'.~:i~~A'i. ~;:;.;,,;':~: )'i~l~ ~ - ,. ~l ~: I "'<::~' <;;", I,,', ,~~:.'.'~:~~i"",', 't'.~" :,";" . ":~E ......,'::'.;,' ,.,,:;':. ".',;, " - ,',~.<".',.,.",;\, ,',.'.,.:.."l--,:,:.t, ~_~,.".,',. .'.:,'.'.,'....' . . ,_ .. .' . " ' ..: " ".-:" ,; ':~- : _ .,,' .<., ,41~: '~;, , '. , ,J. " . -, ,..,. ~!O: PIU~'zt~ ',' ,~~y~tf!~, " , . ,', . .',' , .>.:(':.~t,;~,t",i,.~.,... !~9/~~~~1'~"Jj~~',~:~":,.i;1' J,-,. ._~t~::;,.;:;}... "",'~ - ,::.,: ',;' ',:,}_, .::."~. ',:1:1)., . .,'. -;'.t~'., ,,',' I.' . J '.....-~. .";;-F;'i,.. -' '~';~~"...,: ...,~ "'........"-;.. '$--1h':,"~~~ -'~;' <!U"- "- ,~;:"' '.r....,',...~...^.. "'-- ~::tti~<~~-t' "!i;~;'j .1~r.r~~-i~.,t:~' . .:E~-~~i>~. "~ ,.^~, ',' '.\::';" '~.. : , ' $UPP.ORT ELELVATIONS ,\ ZEPHYRHILLS COMMERCIAL LEASING /~ I t~Y '~1JfY: ARKAY ENGINEERING I NC ll-IAfn6 C(NSrM1IQi~ ~N.t~ ~ fH 98 085 . ' . ~~ WI~ M ~1QA QUIUitc;; ,.;t~,10(j~, ' ,.' N structural englneers ~.11O ~J'l'l tJ )Mf - ~ MPJ'4.lA3f~$f '; 5600 US Hwy 98 N - Suite 2 Lakeland. FL 33609SfU9. ~ \ ( /)/~' ,: Phone: 863-663-2711 Fax: 863-816-2118 / { ( , " State or florida Certificate of Authorization # EB6347 l~ '{, j 'l>jj~7 Richard L. Kiddey, P.E. - Florida Ucense II 37296 -1 J ,. . - srB OF 11 ENGINEER OF RECORD: " . . . , ~.~ ,"; : , ,,:~ .", ,/ 3/4-,OIA ~OO-~ 'l I b I , (L I I I @ ~ , I I ~ I ~ 1 ~ ~ I @ (j:) .:J ELEVATION No. AT COL. LINE F NO CRANE BEAM '1 G437L G437R G445L G445R oJ . ~ ~~~~5 ELEVATION No. AT COL. LINE A If> ' ." . .1. , "-..",,,-," .. ., :.. N6T~i ' lti A~~ 'M1l( CHAPTER 471.OQJ (2)(1) OF ~. ,( FlMiOA AOM,~JSTRA nVE COO, E,; ElE, effilCA,b ffCHHtlf.:AL AND Pt,lIuf31Nq f'AO'-',TIES ~A"L.P<<f. - ol~~'~iZiMW1 ~~~;~~ALO. t~ANICAL ~~ PlOtJ~N~' f' AClQ;n~S OR~ H~Otf AR~ QAgc> ON. A. OlSl9N PRQ\1Qtv ~ay tHt ovlim rO AOORE'SS fils R(QUIRE!J~t$. . . r . ~ ":,, ,_ /"r_ ,j ,,". ~ . ,-". ~ .... . u". DArB .' 1~~J--OO REVlsIOIl':f . ;:,-1) ,~" ~ .:.I~' 4 SPACES 0 5'-'/'6. -...\ \ I 4'-11 11/16. , ~-r--\,A \ I : " \ i \ 4'-4 1/4. -\ . -i \ ' \ 9. r .- I 91 . .- CL88 u . w '01 0 ~ ...- I "'-1 I ~ . I <0 I I I 695L 0 '0 . ... l6.CL88 ~ ~ ~ CC1X ~~*~5 W6X15 , 0-1 . CL51L G3X CL1 CL1 G295R ~ 'J CER13X W6X9 ELEVATION No. AT COL. LINE 7 SUPPORT ELEVATIONS &: D$TAILS ZEPHYRHILLS .."-. " i,;" '^ ,,,. i." ,,"., ~.' ' . e" _' _ ~: __ _, i '-"" ,~ --l., '"',' ','<a'. _."", ENGINEER OF RECORD: COMMERCIAL LEASING /~ 30' 2- Eer PANEL G.3X CL88 G w . ...- I o Cl88 ..- G295L ~ ~J CER1.3X W6X9 :1\) ~. ~15~f5 ELEVATION No. AT COL. LINE 5 A~'{ 'it 4017 E I J ~~'1 ~UH: 98285 ARKAY NGINEERING, NC. f}l,Af ne ~f~lQ4 ~ ~~J'f,.t~ l'lf*~~~,~ I~ , , 1. . Ca-fl\.W~ "'l~ nt ~JP" ClJ1U)~lI$ C<<t m _. structural engIneers f-al, 110 ~I'''' tJ' ) Mf - 'lO ~I'''' fAS.~,';Jl : - SjEET 5600 US Hwy 98 N - Suite 2 Lake land , FL 33a09~w. \ J-~ \' I 1 Phone: 863-853-2'711 Fax: 863-816-2118 ( _ .4 f tJ 03 state of Florida Certificate of Authorization II EB6347 "VJ VJ. 10rt Richard L. Kiddey, P,E. - Florida Ucense # 37296