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Home My WebLink AboutBIN A-5 PERMIT 3150 D!.Ua.&.S::i~iZWlI~...t'2lllXWftB.~...._~ ~ ~a ~a ~~A~l[EY c::= ===:J DESIGN SERVICES INC. 352-588-2342 l POBOX 1325 SAN ANTON 10 FL.A. 33576 . 1tIJIl.lCiIl!Il~'tP'l8:lI44toJZ'f'~~""'~"" -------------- <..? z a ~ 5 co ~ llJ ~ llJ J: l- Ll.. o U) ~ ~ <.9 Z ~ ~ 1:1 ~ .I :v' I\.\ _D~ -X'''\ o b~ ,/''\T !.o~ jv o (~~ '\ r \~ ~t-- .J\' .~9 / \\~\ 0' \ \"' .;.- \J #' 49'-6" \'"""' ,^V 1<' r \\ -::7~ [STAIR SPECS. 15 RISERS AT 7.28" 14 TREADS AT 10" -- -, 45'-6" . II ~ ,.... o ,.... _I ,.... ,.... ~TTACH ALL THE WALL TO THE EXISITING SLAB WITH 1./4" ;.( 23/4" TAPCONS AT 32" OC AND ON EACH SIDE OF ALL OPENINGS AND SPLICES. <..? z 9 ~ co ~ llJ W t;; IJJ J: l- Ll.. o U) ~ ~ (.9 z i= en ~ ~ ~ -! I I I I I - '9 , - :<.0 , , I , , , ~ WATER COOLER 12'-10 1(4" 32'.73/411 3'-8 1/2' = ~ ,.... ~ t... DRYWALL WALLS AND CEILING = ~ ,.... co .1 0'> = ~ ~~ en ,.... MEETING ROOM ..J ~ (.:l z ~ ?J3 b I b ~ OFFICE #1 9 N ,.... OFFICE #2 OFFICE #3 = c:r b ,.... . <Xl 12'-10 1/411 12'-0" 12'-2 1/4'1 12'.211 EXISTING WALLS OF THE STEEL BUILDING ~ ~~E~e:~L~ G C:s ltl-rfJ&- RfQljrfE D ::r~,- C;' ifl \ l ~ I~ f Q.f. ~C-\{ L\ c\\* f\\ A9Jv2 S'rDi-1'~~ /tf2.G A Uct\,.Jt ~ '\ e,\Jcl- -6 <;'\~D .~ ~t \ MAIN FLOOR PLAN 990 SF OF NEW OFFICE SPACE ~AGE-# ~ I- ~ o ~ I- U) o a. ~ X ~ 49'.6" --' ~ ---- 49'-2 1/211 --- ----~ t - a ---- 12'-105/8" STAIR SPECS. -- 15 RISERS AT 7.28" ~t 14 TREADS AT 10" -- ...- Cl 3'-8 1/2' ...- I ..- ALL THE LUMBER USED TO SPAN ACROSS ANY OPENING ...- WILL BE A MIN OF #2 SOUTHERN YELLOW PINE. 4 x 4 POST LAYOUT -- f 8'.0" t-- 8'.0" f 8'-0" f 8'-0" !, SINGLE RIM JOIST 1 II~I ~ == ~ f= - 1 ~ {t1 C>j I <.0 "1-i o( ~-{l (-/;, f- (. /0 ~ ~ I 11'- 1'\1 ( [ A- r (j I i::::: = 2x ~2 F OC R JC ST ~T 1 "O~ 2 x 6 CEILING JOIST 24- OC L GH ST ...... ..E, BO E IKP ~ NO LOAD FROM ABOVE -- -. <.0 = ~ B ~ID( ING RE( UIF D OR PA S( VEf 1r )" ~ CD ~ S ~GL RIM OIS ~,- FLOOR JOls"r AND CEILING JOIST PLAN ALL WALLS SHOWN ARE CONSIDERED BEARING ZEPHY}1HILI..S FIRE DEPARTMENT F~})OJ1iCNA'- /..;IF~ 9tfq (l1XJ~1'\~w'})-.JT} Mt}1 B~ Itf) l~rl.fh )0-1) 1,--( filt2.- P, fiLl) . [ THIS PLAN IS FOR NEW OFFICE SPACE CONTAINED I WIT~~If\1 AN EXIS-rlf\I(~ STEEL BUILDING. ZEPHYR~iILLS PASCO (~OUNTY - ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL,NEC. AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE VERIFIED WITH THE ENG. OF RECORD. THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE 6ESIGNER FROM ALL CLAIMS LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS. IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE HEPAIRS OR DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY ALL INFORMATION. ALL \VORK SHALL CC,'vr?L Y \vlTHAlL PREY AlLING CODES, FLORIDA BUlLD]}.;c CODE.. NATIONAL ELECTRIC CODE ^"Y CITY OF ZEPHYRJill LS ORDINA. \'CT" Office Copy PLAtJS REVIEWED DATE b - ? - 0 ~ ~~ jl eul~rlNG DEPT APPROVED.f-J.RY- ~~) VITALITY BUILDING r D.W. SMITH ENGINEERING - FLORIDA # 53608 MECHANICAL & ARCHITECTURAL ENGINEERING 352-521-0865 OFFICE 352-521-0867 FAX. 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE I~EVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE. DAVID W SMITH PE# 53608 DATE: 5 / 3 / 04 SCALE: 1/4" = 1'-0" MIN NC REQUIRED 1.98 TONS 23760 BTU'S 792 CFM I I I I I I mnr-----------------------~ ~-----------------------~ ~~ C")..... ~~ I I I I I I I , I I I I I I I L..,...,___ _J I I I I I I I I I I runt------..-----------------i-~ ~----------.--------------J-j I I I I I I I I ,.. .J_ __ L.____ MEETING ROOM .......... gJ~ q~ ~--.j ~ ~aSaHANlEY 1,1 THE DUCT WORK I ALL FLEX RUNS AND DUCT RUNS COULD CHANGE DUE TO THE FRAMING OF THE OFFICES. THE DUCTS ARE NOT SHOWN FOR THIS REASON. ~ z ~ I- ~ C> z f= U) ~ I I II I II I II I II I II I :: ~: II I I . II II I II I II I II I II I II I II I I THE FIRST NUMBERS BY THE GRILL ARE THE SIZE OF THE VENT AND THE LAST NUMBER BY THE GRILL IS THE DUCT SIZE. 12 x6 PASS.THRU 12 x6 PASS-THRU 12x6x7 ~ - - - - - - - - - - - - - - - - - - - - --1 150CFM~ - - - - - - -- - - - - - - - - - - - - - i I I I I I I OFFICE #1 ..J ~ (.:l Z ~ ~ OFFICE #2 rx:, - - - - - - - - - - - - - - - -- - - - -- - -iE3l10x10x6 - - - - - - - - - - - - - - - - - - - - - - - -tSJ 100CFM r------------------ ~---------------- F=I 10x10x6 EI 100CFM ~ Z ~ I- ~ C> z ~ ~ 12x6 PASS-THRU - - __ 8x8x4 - - -- 50CFM OFFICE #3 THE EXISTING STEEL BUILDING HAS (2) 5TON NC UNITS THAT HAVE TRUNK LINES RUNNING TO THE FRONT OF THE BUilDING OVER THE AREA OF THE NEW OFFICES, THE NC CONTRACTOR WILL RUN FLEX DUCT FROM THE EXISTING TRUNK LINES TO THE NEW OFFICES, NC LAYOUT DESIGN SERVICES INC. 352-588-2342 POBOX 1325 SAN ANTONIO FLA. 33576 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY ALL INFORMATION. ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL,NEC. AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE VERIFIED WITH THE ENG. OF RECORD. ;I c:r f... ,.... EXISTING CEILING OF THE STEEL BUILDING <0 ,.... M ,.... o ..... I f.... 2 x 6 HANDRAI L o ~ OPEN ABOVE THE MEETING ROOM M (NO STORAGE) ~x6HANDRAIL < 2 x 4 RAIL '<: 2 x 6 RAIL <: 2 x 6 RAIL < 2x4 RAIL ~:::I:I:lIl:l:l:::l~:I:::I.:I.:r 2 X 12 FLOOR JOIST ~ M 2 x 12 FLOOR JOISTS STAIR SPECS. 15 RISERS AT 7.28" 14 TREADS AT 10" VITALITY BUILDING ZEPHYRHILLS PASCO COUNTY CEILING DRYWALL PAGE # 2 NAIL THE 4 X 4 POST FROM 3 SIDES WITH 16d NAILS (4) PER SIDE DRYWALL WALLS ~ T"" ,.... .' 00 ~ ,.... ,.... , Co HANDRAIL DETAIL RAILING CROSS SECTION D.W. SMITH ENGINEERING. FLORIDA # 53608 MECHANICAL & ARCHITECTURAL ENGINEERING 352-521-0865 OFFICE 352-521-0867 FAX. 9909 WALLASTON DRIVE DADE CITY .FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE. DAVID W SMITH PE# 53608 DATE: 5 / 3 / 04 SCALE: 1/4" = 1'-0" 1,1 THE NEW ELECTRIC WILL USE THE EXISTING ELEC PANEL. ~ p W / II I 1\ \ MEETING ROOM \ ',,- , I ,P ? I ' I f I I '\ ,.---. \ , ............ \ V ~~ EXIT LIGHT ABOVE DOOR /' (WI BATTERY BACKUP) \ ' ........., -3':6" s ~ ~a8aHAU\JJl[EY :1 DESIGN SERVICES INC. 352-588-2342 POBOX 1325 SAN ANTONIO FLA. 33576 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS. IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY ALL INFORMATION. 3'-011 ,.--, ! /,.4 '", ~ s : EXIT LIGHT ABOVE DOOR ' .......... \ : = (WI BATTERY BACKUP) --. 19 --. ! <D ~ ~ ~--:-----.~ -----..n , i /' ----- ----- . -'-----/- ! I , $ / 1../ S 0 ~ , \ j ~.-. j I" ............ I V ~'(j ~ OFFICE #1 $ , ~ '-9 I / ) I , ~ ~..----.-:.~ OFFICE #2 .. " ? --:f , ( \ \ '\ --"",---. -- \ (J .0 OFFICE #3 $ $ ,ELECTRICAL LAYOUT ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL,NEC. AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON ANY PAGE OF THIS PLAN MAY BE REPLACED WITH THOSE OF GREATER OR EQUAL VALUES. ALL CHANGES MUST BE VERIFIED WITH THE ENG. OF RECORD. ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRiC CODE AND CITY OF ZEPHYRHILLS ORDINANCES VITALITY BUILDING ZEPHYRHILLS PASCO COUNTY'~ PAGE # 3 ELECTRICAL SYMBOLS $ STANDARD SWITCH o POT LIGHT $3 3.WAY SWITCH o SMOKE DETECTOR q:p 110v OUTLET t 220 v OUTLET D.W. SMITH ENGINEERING - FLORIDA # 53608 MECHANICAL & ARCHITECTURAL ENGINEERING 352-521-0865 OFFICE 352-521-0887 FAX. 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE. DAVID W SMITH PE# 53608 DATE: 5 I 3 I 04 SCALE: 1/4" = 1'-0"