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DATE
<br />SCALE:
<br />PAGE 1
<br />1/4 1, -C),
<br />OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAB
<br />MONO FOOTER "REAR" MONO FOOTER fREAR"
<br />DESIGN SERVICES ING.
<br />------------------------------------------------------------------------------------------------------------------ - --------------------------------------------
<br />- ----------------- --------------------------------------------------------------------------- ----------- ------------------------------------- -------
<br />MOBILE OFFICE 352-20ro-552-7
<br />I
<br />OFFICE FAX 352-500-2342
<br />THE RESTROOM 16 LOCATED IN
<br />EDGE OF STEEL BUILDING THIS CORNER OF THE BUILDING
<br />R, S. HANLEY I= 0 BOX 1325 SAN ANTONIO
<br />IF THERE 16 ENOUGH DROf=1 FOR
<br />FLA, 335-1ro
<br />FADS FOR FRAME LINE #1 A GRAVITY DRAIN, IF NOT MOVE
<br />EMAIL. harle�Oroeembarqmaii.com
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<br />IT TO THE FRONT CORNER SAME
<br />CHAPTER 4 SECTION 412 #5 REBAR5 10" OC
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<br />BOTH DIRECTIONS SIDE,
<br />—1
<br />0
<br />C,
<br />-- — - — - — - — - — -
<br />GRADE
<br />4'2,2.3 FLOOR SURFACE. FLOORS SHALL BE GfRADEF-) AND DRAINED 4 -4
<br />U_ CP
<br />Lu
<br />TO PREVENT WATER OR FUEL FROM REMAINING ON THE FLOOR
<br />OUTSIDE EDGE OF SLAB
<br />FLOOR DRAINS SHALL DISCHARGE THROUGH AN Oil- SEFERATOR '3'-0
<br />IU3
<br />TO THE SEWER OR TO AN OUTSIDE VENTED SUMP.
<br />tu
<br />2x4 WALL
<br />FADS FOR FRAME LINES
<br />-A
<br />-4
<br />U-
<br />#2 and #3
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<br />CONTROL JOINTS LOCATIONS ARE TO BE EDGE OF STEEL BUILDING
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<br />—
<br />--- - ------------ DETERMINED BY THE MASONRY CONTRACTOR.
<br />0
<br />I-------------
<br />#5 REBARS 8" OC; 0
<br />BOTH DIRFCTIONe
<br />Bf."VAMTY
<br />GRADE�4 - — - — - —
<br />MONOLITHIC SLAB
<br />4 3000 P51 MONOLITHIC: CONCRETE SLAB THE SLAB WiLL SLOPE FROM THIS LINE
<br />2xro WALL-__�
<br />.-D
<br />OVER CLEAN, TREATED AND COMPACTED 'OIL. AT A MIN OF 5% 1:200) TO THE CENTER
<br />3'-4!/:2 21-011
<br />THE SOIL WILL BE TREATED FOR TERMITES OF THE AREA AS DETERMINED BY THE DRAIN.
<br />AS PER THE DETAIL PAGE OF THIS PLAN.
<br />ra" x ra" 10/10 WIRE MESH OVER roMIL. VISQUEEN FAD BETWEEN FRONT DOORS 11
<br />PADS FOR VAPOR BARRIER WILL BE INSTALLED FOR PADS FOR
<br />RESTROOM PLAN
<br />FRAME LINES FRAME LINES
<br />REINFORCING THE SLAB. THIS FOUNDATION WAS EDGE OF STEEL BUILDING
<br />*2 and 03 #2 and #3
<br />DESIGNED WITH A 2000 P5F 601L BEARING CAPACITY.
<br />------------
<br />#5 REBARS 8" _OC,
<br />GROUP HANGAR
<br />co BOTH DIRFCTIONS
<br />GRADE -- — - — - zli, — - — - — -
<br />�'
<br />NFPA 4013
<br />11
<br />4 L
<br />0.1 GROUNDING FACILITIES FOR STATIC ELECTRICITY
<br />IL
<br />41011
<br />ALL WORK
<br />0
<br />6,11 GROUNDING FACILT(FS SHALL BE PROVIDED FOR REMOVAL AND
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<br />LL PREv'4jLjjv1 SIIALL C� OAIPLY oil : :
<br />SEPERATOR G C�
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<br />)DE ALL
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<br />(3
<br />CONTRIL OF STATIC ELECTRICAL ACCUMLILATiONS ON AIRCRAFT WHILE
<br />AIRCRAFT ARE STORED OR AIRE UNDERGOING SERVICING IN A HANGAR,
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<br />1-0 11
<br />C1r'r0Fz90NAL IFL,,C7n, A BUILD�VG
<br />DRAIN 0' EPH : : �q
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<br />0.1.2 FLOOR-GROUNIDING RECEPTACLES SHALL BE PROVIDED AND SHALL
<br />f3F FITHFR GfROUNI��ED THROUGH INDIVIDUAL DRIVEN ELECTRODES OR
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<br />R-FECTRICALLY BONDED TOGrFTHER IN A GRIED SYSTEM AND THE ENTIRE
<br />MONO FOOTER 11REAR" (3
<br />tu
<br />SYSTEM GROUNDED TO THE UNDERGROUND METAL PIPING OR
<br />DRIVEN FELECTRODE5, WHERE DRIVEN ELECTRODES AIRE USED THEY SHAH
<br />CONSIST OF 5/0" DIAMETER OR LARGER METAL RODS DRIVEN AT LEAST
<br />WE ()
<br />WQ
<br />d)
<br />5 FT INTO THE GROUND. FLOOR GROUNDING RECEPTACLES SHALL
<br />-
<br />BE DESIGNED TO MINIMIZE THE TRIPPING HAZARC),
<br />EDGE OF STEEL BUILDING
<br />c/ 24t-
<br />�A/VS
<br />0,13 GROUNDINC5 WIRE SHALL BE BARE AND OF A e5AUGE THAT WILL
<br />BE SATISFACTOR11---i DURABLE TO WITHSTAND MECHANICAL STRAINe
<br />------------------ e)(A
<br />AND USA GE,
<br />UNDERGROUND PIPING AND GOMPONTENTS USED IN DRAINAGE
<br />I- — - — - — - — - — --
<br />SYSTEMS SHALL BE NONCOMBUSTIBLE AND INERT TO FUEL. GRADE
<br />(E.G. STEEL, DUCTILE, )RON OR CONCRETE) ...
<br />SUCH SYSTEMS SHALL BE DESIGNED WITH SUITABLE TRAPS
<br />2'-4
<br />T �
<br />OF, BE PROVIDED WITH ADEQUATE VENTILATION TO PREVENT HAIR -FIN
<br />VAPOR MIXTURES FROM FORMING WITHIN THE UNDERGROUND
<br />#5
<br />FOUNDATION FILAN
<br />REBAR x 40' TO WRAP
<br />SYSTEM. SEE PAGE 16 FOR MORE DRAIN INFORMATION.
<br />BEHIND THE ANCHOR BOLTS
<br />CONTRACTOR -
<br />(TYPICAL AT 4 LOCATIONS AS NOTED)
<br />MONO FOOTER "AFFRON
<br />ALL FOOTER AND PADS
<br />G. L. STEVE CONSTRUCTION
<br />ARE TO BE 24" DEEP, EDGE OF STEEL BUILDING SEE THE STEEL BUILDING DRAWINGS F)AD6 FOR
<br />PADS FOR APRON
<br />FRAME LINES FbWb*10d18d16w4bw0f FOR THE ANCHOR BOLT LAYOUT, FRAME LINES
<br />Newmediss - \ *2 and #3
<br />02 03
<br />ZEPHYRHILL6. FLORIDA
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<br />be a to 4wv* of ASPHALT
<br />JOB NAME AND ADDRE661.
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<br />KaMrMES PLAW) ]NAVE BEEN RZYMWED Nis the
<br />Y -S SHAUS OFMCE
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<br />ROMA VENTURES 11, ING,
<br />-1
<br />PRIME STEEL
<br />Irmo �.ftw*wm or — -oil
<br />BUILDINGS
<br />24'-0' 10-0
<br />b" toW am k I I "t
<br />PARCEL D" ZEPHYRHILS
<br />no
<br />CUT T14E CONCRETE 50 THE CUTS ARE
<br />"All
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<br />=0
<br />CITY AIRPORT
<br />WO d 001ftbWPACO" adk�*W*W= wly
<br />SYMETRICAL TO THE BIFOLD OPENING MONO FOOTER ANCHOR BOLT6 '0--
<br />11
<br />ZEf=HYf;RH ILLS, FLORIDA
<br />lA_
<br />EDGE OF STEEL BUILDING 3"
<br />Lu -1
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<br />�6
<br />AIRPLANE HANGAR 1500 SF
<br />Q, I DIAMETER x 24"
<br />z 21" EMfBFDDFD
<br />T, L. HANSON
<br />GRADE
<br />H 3" EXPOSED
<br />.3/4"DIAMETEIR x 1,5" 15" F=MBEDDFD
<br />ADD A
<br />4 ASSOCIATES INC.
<br />12" APRON ON THE FRONT 60 THE eIFOLD DOOR TW
<br />PAD e EEN
<br />CLOSES ON THE CONCRETE AND NOT OF THE SEAM OR CUT, FRONT OR6
<br />CONSULTING ENGINNEERS
<br />ENGINEERING BUS51NES5 NO. EB5030
<br />PAID6 FOR PADS FOR
<br />Post Office Box 1-120
<br />FRAME LINE #1 ------------------------------------------------------------------------ ----------------- ----------------------------------------------------------------------------------- I F ---------------------------------------- 11 FRAME LINE #1
<br />--------- Z ------
<br />Dade Cit�, Florida 3352ro
<br />(352) 521-554,5 Thomas L� Hanson, FE 3bro54
<br />-------------------------------------------------------------------------- ---
<br />--- ----------- T -------- --------------------------------- ------------------------------------------------------------------------------------------
<br />MONO FOOTER "AFRON
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED
<br />OUTSIDE EDGE OF SLAB OUT511DE EDGE OF SLAB
<br />DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER
<br />Iro, SECTION IroO'3 OF THE FLORIDA BUILDING CODE FOR THE
<br />'3'-0 4'-0 e'-O
<br />120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST
<br />SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE,
<br />RESIDENTIAL AND ALL 20OC3 SUPPLEMENTS.
<br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIAE�ILITY INSUFRANCE AND THEREFORE AGREES TO HOLD HARMILF&B
<br />T.L. HAN50N F.E. LICENSE NO. 35654
<br />[DFMNtF:'r', AND DEFEND DESIGNER FROM CLAIM5, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF: OR
<br />RF5ULTIN,,'3 FROM THE PROJECT. THE DF51GNEIR WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION [DRAWINGS
<br />BUT IN THE EVENT ERRORS Or -CUP, THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION.
<br />P�O, BOX 1120, DADE C;IT'T, FLA. 3352ro
<br />
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