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<br />D!.Ua.&.S::i~iZWlI~...t'2lllXWftB.~...._~ <br /> <br />~ <br />~a ~a ~~A~l[EY <br /> <br />c::= ===:J <br />DESIGN SERVICES INC. <br />352-588-2342 <br />l POBOX 1325 SAN ANTON 10 <br />FL.A. 33576 <br />. 1tIJIl.lCiIl!Il~'tP'l8:lI44toJZ'f'~~""'~"" <br /> <br />-------------- <br /> <br /><..? <br />z <br />a <br />~ <br />5 <br />co <br />~ <br />llJ <br />~ <br /> <br />llJ <br />J: <br />l- <br />Ll.. <br />o <br />U) <br />~ <br />~ <br /><.9 <br />Z <br />~ <br />~ <br /> <br />1:1 <br /> <br />~ <br />.I :v' <br />I\.\ <br />_D~ <br />-X'''\ <br />o <br />b~ ,/''\T <br />!.o~ jv <br />o (~~ <br />'\ r <br />\~ ~t-- .J\' <br />.~9 / \\~\ <br />0' \ \"' <br /> <br /> <br />.;.- <br /> <br />\J <br /> <br />#' 49'-6" <br />\'"""' <br />,^V <br />1<' <br />r <br />\\ <br /> <br /> <br />-::7~ <br /> <br /> <br />[STAIR SPECS. <br />15 RISERS AT 7.28" <br />14 TREADS AT 10" <br /> <br />-- <br /> <br />-, <br /> <br />45'-6" . <br /> <br />II <br />~ <br />,.... <br />o <br />,.... <br />_I <br />,.... <br />,.... <br /> <br />~TTACH ALL THE WALL TO THE EXISITING SLAB <br />WITH 1./4" ;.( 23/4" TAPCONS AT 32" OC AND ON <br />EACH SIDE OF ALL OPENINGS AND SPLICES. <br /> <br /> <br /><..? <br />z <br />9 <br />~ <br />co <br />~ <br />llJ <br />W <br />t;; <br />IJJ <br />J: <br />l- <br />Ll.. <br />o <br />U) <br />~ <br />~ <br />(.9 <br />z <br />i= <br />en <br />~ <br /> <br />~ <br /> <br />~ <br /> <br />-! <br /> <br />I <br />I <br />I <br />I <br />I - <br />'9 <br />, - <br />:<.0 <br />, <br />, <br />I <br />, <br />, <br />, <br /> <br />~ <br /> <br />WATER COOLER <br /> <br />12'-10 1(4" <br /> <br />32'.73/411 <br /> <br />3'-8 1/2' <br /> <br />= <br />~ <br />,.... <br /> <br />~ <br />t... <br /> <br /> <br />DRYWALL WALLS AND CEILING <br /> <br />= <br />~ <br />,.... <br /> <br />co <br />.1 <br />0'> <br /> <br />= <br />~ <br />~~ <br />en <br />,.... <br /> <br /> <br /> <br />MEETING ROOM <br /> <br />..J <br />~ <br />(.:l <br />z <br />~ <br />?J3 <br /> <br />b <br />I <br />b <br />~ <br /> <br />OFFICE #1 <br /> <br />9 <br />N <br />,.... <br /> <br />OFFICE #2 <br /> <br />OFFICE #3 <br /> <br />= <br />c:r <br />b <br />,.... <br /> <br />. <br /><Xl <br /> <br />12'-10 1/411 <br /> <br />12'-0" <br /> <br />12'-2 1/4'1 <br /> <br />12'.211 <br /> <br /> <br />EXISTING WALLS OF THE STEEL BUILDING <br /> <br />~ ~~E~e:~L~ G C:s ltl-rfJ&- RfQljrfE D <br /> <br />::r~,- C;' ifl \ l ~ I~ f Q.f. ~C-\{ L\ c\\* f\\ <br />A9Jv2 S'rDi-1'~~ /tf2.G A Uct\,.Jt ~ <br />'\ e,\Jcl- -6 <;'\~D .~ ~t \ <br /> <br />MAIN FLOOR PLAN <br />990 SF OF NEW OFFICE SPACE <br /> <br />~AGE-# ~ <br /> <br />I- <br />~ <br />o <br />~ <br />I- <br />U) <br />o <br />a. <br />~ <br />X <br />~ <br /> <br /> 49'.6" <br /> --' ~ ---- <br /> 49'-2 1/211 --- <br /> ----~ <br /> t - a ---- <br /> 12'-105/8" STAIR SPECS. -- <br /> 15 RISERS AT 7.28" <br /> ~t <br /> 14 TREADS AT 10" -- <br /> ...- <br /> Cl 3'-8 1/2' <br /> ...- <br /> I <br /> ..- <br /> ALL THE LUMBER USED TO SPAN ACROSS ANY OPENING ...- <br /> WILL BE A MIN OF #2 SOUTHERN YELLOW PINE. <br /> 4 x 4 POST LAYOUT -- <br /> f 8'.0" t-- 8'.0" f 8'-0" f 8'-0" !, <br /> SINGLE RIM JOIST 1 <br /> II~I ~ == ~ f= <br />- 1 <br />~ {t1 C>j I <br /><.0 "1-i o( ~-{l (-/;, <br /> f- (. /0 ~ <br /> ~ <br /> I 11'- 1'\1 ( [ <br /> A- r (j I <br /> i::::: <br /> = <br /> 2x ~2 F OC R JC ST ~T 1 "O~ <br /> 2 x 6 CEILING JOIST 24- OC L GH ST ...... ..E, BO E <br /> IKP <br />~ NO LOAD FROM ABOVE <br /> -- -. <br /><.0 <br /> = <br /> ~ <br /> B ~ID( ING RE( UIF D OR PA S( VEf 1r )" <br />~ <br />CD <br /> ~ S ~GL RIM OIS <br />~,- <br /> <br />FLOOR JOls"r AND CEILING JOIST PLAN <br /> <br />ALL WALLS SHOWN ARE CONSIDERED BEARING <br /> <br /> <br />ZEPHY}1HILI..S <br />FIRE DEPARTMENT <br /> <br />F~})OJ1iCNA'- /..;IF~ 9tfq (l1XJ~1'\~w'})-.JT} Mt}1 B~ <br />Itf) l~rl.fh )0-1) 1,--( filt2.- P, fiLl) . <br /> <br />[ THIS PLAN IS FOR NEW OFFICE SPACE CONTAINED I <br />WIT~~If\1 AN EXIS-rlf\I(~ STEEL BUILDING. <br /> <br />ZEPHYR~iILLS PASCO (~OUNTY - <br /> <br />ALL WORK SHALL COMPLY WITH PREVAILING CODES <br />STANDARD BUILDING, PLUMBING, MECHANICAL,NEC. <br />AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON <br />ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE <br />OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE <br />VERIFIED WITH THE ENG. OF RECORD. <br /> <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE 6ESIGNER FROM ALL CLAIMS LOSSES AND <br />EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. <br />THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS. <br />IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE HEPAIRS <br />OR DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY ALL INFORMATION. <br /> <br />ALL \VORK SHALL CC,'vr?L Y \vlTHAlL <br />PREY AlLING CODES, FLORIDA BUlLD]}.;c <br />CODE.. NATIONAL ELECTRIC CODE ^"Y <br />CITY OF ZEPHYRJill LS ORDINA. \'CT" <br /> <br />Office <br />Copy <br /> <br />PLAtJS REVIEWED <br />DATE b - ? - 0 ~ ~~ jl <br />eul~rlNG DEPT APPROVED.f-J.RY- ~~) <br /> <br />VITALITY BUILDING <br /> <br /> <br />r <br /> <br />D.W. SMITH ENGINEERING - FLORIDA # 53608 <br /> <br />MECHANICAL & ARCHITECTURAL ENGINEERING <br /> <br />352-521-0865 OFFICE 352-521-0867 FAX. <br />9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 <br /> <br />I HEREBY CERTIFY THAT I HAVE I~EVIEWED THIS <br />PLAN AND FOUND IT TO BE IN COMPLIANCE WITH <br />THE FLORIDA BUILDING CODE. <br />DAVID W SMITH PE# 53608 <br /> <br />DATE: 5 / 3 / 04 <br /> <br />SCALE: 1/4" = 1'-0" <br />