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90" MINIMUM <br />42" <br />GRAB BAR <br />T, P. W. <br />Q: <br />SECTION <br />SCALE: 1" = 1'-O" <br />w I W.c. <br />12" 1 <br />W.C. c� <br />T— <br />ADA TOILET FACILITIES <br />MIN. LAY, IS" x 11" <br />LAV, 34" MAX. A.F,F, <br />WATER CLOSET 11" TO 143" A,F.F. <br />GRAB BARS 33" TO 36" A,F,F, <br />� II I A ^— to w -P-4- IL I 7uL. l R — I'=I ) <br />►L TILE CEILING <br />>.C. <br />BOTH SIDES <br />�)R SLAB <br />PROJECT DATA: INTERIOR REMODEL: NO CHANGES TO EXTERIOR <br />AREA: 1,334,2 SQ. FT. <br />FORMER TENANT: NO PREVIOUS TENANT GROUP ' ' OCCUPANCY <br />PROPOSED TENANT: MEDICAL SERVICES GROUP 'B' OCCUPANCY <br />OCCUPANT LOAD: 1 PERSON PER 100 S.F, = 13 PEOPLE <br />CONSTRUCTION CLASSIFICATION: TYPE III SPRINKLED <br />APPLICABLE CODES: FBC 2014 Sth EDITION <br />FEBC 303.1 FPC <br />NFPA 10 FMC <br />NEC rJ' 11, 220 FECC <br />26'-4" <br />O <br />_ <br />A <br />T ILET <br />�r <br />P.T. AREA <br />------------- <br />4 <br />in <br />PCP EXAM, <br />4'-O" 4'-O" <br />Q <br />1 <br />O <br />41-5" 41611 <br />----------� <br />Q <br />CLO CLO <br />---------------- <br />'`t <br />ug <br />Q <br />_ BREAK <br />4 AREA <br />- <br />4 <br />CHIRO ADJ. <br />— <br />Q <br />ROOM <br />exam, table <br />_ <br />12'-511 SI 011 <br />—V <br />Q 211 <br />v <br />y <br />ll) <br />416 <br />4 n <br />OFFreE / HIRO <br />EXAM. <br />4 <br />r <br />- <br />MESSAGE <br />ROOM <br />FRONT DESK 4 <br />4 <br />0 <br />1 <br />6'-O" 2'-6{'' LOW PARTITION <br />1 I <br />41-011 51_9" <br />I I <br />I I <br />4 11 <br />I I <br />I 1 <br />I I <br />----------- ------ - <br />4 <br />- <br />Q <br />OFFICE <br />LOBBY <br />� <br />Q <br />PROPOSED FLOOR PLAN <br />RESTI <br />CONSTRUCTION LEGEND <br />® <br />EXISTING CONC. BLK. WALL l NO INTERIOR FINISH ) <br />® <br />EXISTING <br />STOREFRONT ALUM. / GLASS DOORS <br />EXISTING <br />FIXED GLASS WINDOWS <br />® <br />EXISTING <br />HOLLOW CORE METAL DOOR W/ PANIC HARDWARE <br />® <br />EXISTING <br />ONE HOUR FIRE RATED TENANT SEPARTATION PARTITION FROM <br />FINISH FLOOR TO ROOF DECK <br />© <br />EXISTING <br />2" FIRE SPRINKLER STANDPIPE <br />® <br />EXISTING <br />CIRCUIT BREAKER PANEL <br />® <br />EXISTING <br />EXPOSED STRUCTURAL STEEL BAR JOISTS ABOVE <br />(D <br />EXIST. 4" <br />SAN, SEWERE CAPPED ABOVE SLAB W/ SAN. STUB FOR LAY. <br />1 <br />26'-4" <br />x MAIN <br />:AL SERVICE <br />STRUCTURAL DESIGN 5Yr <br />FERLITA ENGINEERING: <br />CIVIL ENGINEERING <br />P.E.0 41015 <br />4721 N. Fiorlda Av. <br />TAMPA, FLORIDA 33603 <br />PHONE (813) 234-5004 <br />n.c 2m romp minon <br />Awff NIBR. A pmA Wwd &Al be wftt..d b <br />b.. fever. b plw...d m th. —kw rot. <br />WMl f b NOWS e"ed..l.w- A atd. y d W. <br />pl.vw— r Yv W ."Al a.d. , ww dull w— f <br />. pw." pr ow. W. bAdkq .mewl h.. thww ~ <br />w New— sf oft soda <br />lhw. dewwwww H mi kl /wd ?am Wwk we b tg <br />wo.dYed 10 publle semi" to r~" mow" <br />lwvlw; ..rw-ww .tl wiwpnw."w.. flr dowwwlw <br />�Y wWwe4�lY M r—l-d by ow -4110rw b r."." <br />Ir.obYa1 d h— with W. pda". -a-w- pnw f.I4Wetlan b9 tlr .wrnW .h�.w, —W— wd <br />nodlfi.."orr b.19=eq P._ ddW-A <br />deo.wwk .J-md f- q w v pprovd .s"wl <br />wo p-j—L <br />Tu.e dewwwM whdl wd b. "l d Iw pub" roved <br />dYlel. the ergwwr d reeved. k-.l.d8. wd <br />ENGINEERING <br />Deskoner: <br />CRC <br />Drawn EN, <br />GGB <br />Checked Sy: <br />Project No, <br />14224 <br />RF <br />O <br />V <br />Q <br />Lu <br />ANT <br />cE �� �N <br />l.0 j-- <br />Z��� <br />1u n <br />L =1 O � <br />N <br />r <br />gu' E o <br />�g3 <br />s ?- <br />EXISTIN FLOOR PLAN <br />NOTE: <br />TO THE BEST OF THE ENGINEERS KNOWLEDGE 4 BELIEF, <br />THE STRUCTURAL PLANS 4 SPECIFICATIONS COMPLY WITH <br />THE 2014 FLORIDA RESIDENTIAL CODE, FIFTH EDITION 4 <br />EXPOSURE "C", WIND ZONE COMPLIES COMPLIES W/ <br />CHAPATER 3 4 WITH CHAPTER 44 OF THE 2014 FRC FOR <br />145 MPH WINDS. <br />DRAWING SETS <br />SHEET NUMBER <br />o4l <br />