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<br />GALL BOULEVARD <U.S, HIGHW'AY 301)
<br />
<br />LOCATION MAP
<br />
<br />TOP Of' EXIST, FASCIA ---~
<br />AND SOFF"If STRUCTURE ~
<br />'~'""--__" 11'-6-'-j
<br />'~ . I
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<br />EXISTING ROOF --~
<br />stRUCTURE "~
<br />~
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<br />-------
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<br />--
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<br />EXISTING STRUCTURE
<br />TO REMAIN
<br />
<br />EXISTING CEILING-~ i
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<br />EXISTING STOREfRONT
<br />TO REMAIN
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<br />A/~~
<br />FLASH ROOf" OVE.R
<br />EXISTING SorFIT ROOF
<br />SEE DETAIL 'A' ON SHEET
<br />
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<br />$1
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<br />SINGLE ~E~BR^NE ROOFING
<br />
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<br />EXISTING SOFFIT ---~
<br />ROOF TO REMAIN ~-.......
<br />
<br />EXISTING RIlIlI'-~ ~
<br />STRUCTURE _ >,
<br />EXISTING FRAMING
<br />TO REMAIN
<br />
<br />r3'-6' /--~ INSTALL FU\SHING AT ROOF EDGE
<br />/ SEE DETAIL 'A' DN SHEET 2
<br />
<br />-- APPL'( 1 1/2' E,I.F.S. AND 5/9' \lATER
<br />~~/""" RESISTANT GYPSUM BOARD UN
<br />6ooS200-43 HETAL STUDS i 16' UC.
<br />f"ASTEN STUDS T(] Nt'J HHOlIONTAL FR~lNG
<br />
<br />
<br />
<br />
<br />EXISTING CEILINGy---- "
<br />
<br />"
<br />
<br />\
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<br />--6OOS200 HDRIZONTt\L METAL
<br />STUDS a 24' a.c.
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<br />EXISTING STOREFRONT-------------
<br />TO REMAIN
<br />
<br />--PROVIDE SHEET METAL DRIP
<br />FLASHING SEE DETAIL 'A'
<br />ON SHEET 2
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<br />
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<br />I L- LINE OF SOFFIT ROOF AND FASCIA i :
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<br />~----------------_._------
<br />
<br />i 3 -6. i
<br />- -----.----- ------- .-- -.--~~-----~-JI
<br />
<br />8,}-6'
<br />
<br />PARTIAL E:XISTING rLOOR PLAN
<br />
<br />SCAlE: 1/5" :::: r -011
<br />
<br />/--TOP Of EXIST. 'w'OOD
<br />~INGlE rASCIA
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<br />n d--\~'~~_~=~:-~:lrl-:Sl~-m~ ____~~n:: _:_ _ :~~~-~__:=:- ~_~-:_:__-m -~- ----J~~~i-'~l-\-'r~~::- ... .. - - - .. --,
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<br />- L----.J.'--.LI---"T---~;--.J-- Z--REHOVE EXISTlNG SIGN--- --;T--.-:.~----"-r=r'l"-l,----"~ 01 ;.!:
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<br />----L --11--.1 -.Jr---1. --1., -----------------.---------------------------~ ~- ~T '~--L-
<br />_____________~~-..1r JT=--.Lr ~ ., __________________________________ _ ________________ __~l_= _L-=____T=-~..L_~.i~~~~~-- _ _ __n_ _ ____
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<br />DOORS TO REMAIN SYSTEM TO ~EMALN
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<br />E:XISTING
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<br />BUILDING SHALL COMPLY WITH
<br />ALL APPLICABLE BUILDING.
<br />ELECfRlCAL. PLUMBING AND
<br />MECHANICAL CODES.
<br />
<br />rRONT
<br />
<br />E:LE:VATION
<br />
<br />SCALE: 1/511 == I' -0"
<br />
<br />, .
<br />
<br />
<br />REVIEW DATE:.2 2.~ -:51
<br />CITY OF ZEPHYR It -
<br />
<br />-- RETURN NE'J FASCIA SYSTEM A/2
<br />TO EXISTING FASCIA AND CAULK
<br />,.
<br />
<br />(-APPLY 1 1/2' E,LF.S. N-4D 5/0' VATER
<br />RESISTANT GYPSUM BOARD ON
<br />6OOS200--4 MET sruos a 16' O.c.
<br />f"ASYEN SluDS fti HORIZONTAL FRAMING
<br />/ rASTENED TO EXISTING FRAMING
<br />
<br />i
<br />
<br />
<br />93'-0'
<br />
<br />
<br />i----------.--------------------.--------
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<br />-PROVIDE BACKING TO MlJ.JNT
<br />MAIN SIGN AND DEPARTMENT SIGNS
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<br />
<br />LDLJ
<br />
<br />,61
<br />
<br />
<br />
<br />---EXIST~ STOREFRONT
<br />10 REMAIN
<br />
<br />SllN f~\lr~ 5'{~~ rS~ S'0f..lV\,T~6.9
<br />5fJ(~2-
<br />
<br />-EXISTING AUTOMATIC
<br />DOORS TO RE~AlN
<br />
<br />NE:W rRONT
<br />
<br />E:LE:VATION
<br />
<br />. .
<br />BUILDING SHALL COMPLY WITH
<br />ALL APPLICABLE CITY OF
<br />ZEPHYRHILLS ORDINANCE.
<br />
<br />SCAlE: 1/5" ~O"
<br />A/2
<br />
<br />GE:NE:r<AL NOTE:S
<br />
<br />AL.L. CONTr{AC1or<S TO VE-RIrY AU.. f;X151. O~NSI0N8
<br />N-f) COr-VITIONS IN fIEtO Bf;f-ORf; CONSTRucrrON eE:<;!NS
<br />PAINT COLORS AW MAN.)f-AC~ fO ~
<br />PROVIOW BY SAVf:-A-lOl PRo~cr MANAa~R.
<br />ALL. WOAA, TO C()t.Af~ TO r~ ~N1 fiORI0A
<br />Wlt.O!NC CO~ 2001.
<br />ALl, CHANCe:S TO we: DRAWINGS MUST Bf: APPROVf:O
<br />f)Y SAVf:-A-t.0l'3 PROJf:CT M~AGC-R.
<br />Us{: f:X 1ST IN(; 3 teN E:L.~CrR tCAL. C JRCU Irs
<br />fOR tJ;W S teNS.
<br />
<br />I
<br />
<br />. .
<br />'J!
<br />
<br />WIND lOAD R~QUIR~M~NTS
<br />
<br />I. W!tV g~f;O - ItO rJpH /
<br />2. !WORT ANa: F-ACTOR - I
<br />3. f:X?OSURf: - B
<br />4. JtHCRNAL. PRf:3SlJf<f: C~ffIClf:Nf - .18
<br />5. CQM?~N1 AW ct.AOO JNC PRf:5SURf:S
<br />fRom WAlt.. qj X 10 = '\30 Sf'. +18.5 PSf -20.4 PSf
<br />31Of: WAL.L. 16 X 10 = 160 Sf'. +18.5 PSf- -20.4 PSf"
<br />VE:p-r leAL LOAD RE:QU IRE:ME:N-rS
<br />
<br />0:'1
<br />
<br />OJ
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<br />'f.;
<br />
<br />I. L.IVf: L.OAD - 20 PSf-
<br />2. ~AO lOAD - 10 PSf-
<br />
<br />~ TIP or (XIST, FASCIA
<br />// AND slYnr STRUC~
<br />/'"
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<br />....""
<br />
<br />/'
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<br />t------.----- -,' ------- _..._L-_~
<br />
<br />/- TOP Of EXISTING
<br />/" VALL
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<br />SeAL.E: 1/51' == I' -011
<br />
<br />16'-0'
<br />
<br />----l
<br />I
<br />
<br />-- TOP Of EXISllNG
<br />'JAlL
<br />
<br />-RETURN NE"~SC[A
<br />SYS1EM TO E)( STING
<br />r ASCIA AND
<br />
<br />'='
<br />I
<br />
<br />
<br />EXISTING MASONRY VALL
<br />
<br />c::>
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<br />-- LIHI r Of' Nt'll --
<br />r AseIA
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<br />91@~
<br />~~~~
<br />1Ll>0~
<br />~ <r: ~ p..
<br />~Cf)g~
<br />
<br />COMM. NO.
<br />
<br />DA TE: Jm. 29, 2007
<br />RE'-1SION .
<br />
<br />SHEET
<br />
<br />
<br />1 OF 2
<br />ZEPHYRJULlB
<br />
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