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DATE <br />SCALE: <br />11 <br />PAGE I <br />I IS 11 <br />1/4 = I,-OI1l <br />OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAe <br />A - <br />MONO FOOTEIR "REAP," MONO FOOTEIR REAR" <br />I <br />DESIGN SERVICES INC, <br />------------------------------------------------------------------------------------------------------------------- ---------------------------- -- <br />I -z <br />-------------------------------------------------------------------------------------------------------- ------- --------------------------------------------------------- <br />---------- ------------------------------------- ----------------------------------------------------------- t ----------- <br />MOBILE/ OFFICE 352-20ro-5021 <br />t <br />OFFICE FAX 352-508-2342 <br />THE RESTROOM 18 LOCATED IN <br />EDGE OF STEEL BUILDING THIS CORNER OF THE BUILDING <br />f 8. HANLEY P 0 BOX 1-325 SAN ANTONIO <br />F <br />IF THERE 15 ENOUGH DROP FOR <br />FLA, 335-Iro <br />FADS FOR FRAME LINE #1 A GRAVITY DRAIN. IF NOT MOVE <br />EMAIL: han1eqO&,membarqmaT1.com <br />u- <br />=:: <br />4 1 1 *5 REBARS 10" OC IT TO THE FRONT CORNER SAME <br />= ( C-HAFTER, 4 SECTION 412 <br />Lu <br />: <br />w BOTH DIRECTIONS SIDE, <br />Lu <br />01 <br />%3 <br />0 <br />1-- GRADE -- — - — - — - — - — - - <br />01 1 '2,23 <br />4 FLOOR SURFACE. FLOORS SHALL BE GRADED AND DRAINED 0 q <br />11: 1 4 <br />(P <br />Lu <br />1 <br />LL W <br />0 TO PREVENT WATER OF, FUEL FROM REMAINING ON THE FLOOR %.14 LU <br />0 <br />OUTSIDE EDGE OF SLAf5 <br />ju <br />FLOOR DRAINS SHALL DISCHARGE THROUGH AN OIL SEPERATOR 1 10 <br />tu <br />TO THE SEWER OR TO AN OUTSIDE VENTED SUMP. LL <br />0 <br />- 1 <br />0 <br />:3 <br />13 <br />z <br />tu <br />tu <br />d) <br />- 2x4 WALL <br />FADS FOR FRAME LINE5 <br />4 <br />*2 and 03 <br />x <br />tu <br />C <br />-0 <br />CONTROL JOINTS LOCATIONS ARE TO BE EDGE OF STEEL BUILDING <br />x <br />tu <br />tu <br />------------ DETERMINED BY THE MASONRY CONTRACTOR. ------------------ <br />cl <br />6'-0 <br />#5 <br />or <br />cz MOTH DIRFCTIONS <br />36 VANITY <br />GRADE <br />r <br />MONOLITHIC 5LAe <br />4" 3000 P51 MONOLITHIC, CONCRETE SLAB THE SLAe WILL SLOPE FROM THIS LINE <br />2xro WALL�� <br />OVER CLEAN, TREATED AND COMPACTED SOIL. AT A MIN OF 5% ( 1:200) TO THE CENTER <br />% <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 />ro" x ro" 10/10 WIRE MESH OVER roMIL. VISQUEEN FAD BETWEEN FRONT DOORB I <br />RESTROOM PLAN <br />PADS FOR VAPOR BARRIER WILL BE INSTALLED FOR PADS FOR <br />FRAME LINES FRAME LINES <br />REINFORCING THE SLAB. THIS FOUNDATION WAS EDGE OF STEEL BUILDING <br />02 and #3 DESIGNED WITH A 2000 P5F SOIL BEARING CAPACITY, #2 and #3 <br />------------------ <br />#5 REaARS 8" Or- <br />GROUP HANGAR <br />SOTH DIRECTIONS <br />GRADE - — - — - — - - <br />NFPA 40c3 <br />L <br />4 <br />0A GROUNDING FACILITIES FOR STATIC; ELECTRICITY <br />tL <br />() <br />VI: 41011 <br />0 1 - 4LL WOU <br />0 <br />5,11 GROUNDING FACII-TIE5 SHALL f5E PROVIDED FOR REMOVAL AND <br />Ul <br />%5 <br />11- SIMLL CoMpL <br />? AILI <br />REV NG CODES <br />13: SEPERATOR Y W7TIIALL <br />LL <br />CONTRIL OF STATIC ELECTRICAL ACCUMULATIONS ON AIRCRAFT WHILE <br />AIRCRAFT ARE STORED OR ARE UNDERGOING SERVICING IN A HANGAR. <br />FL <br />�00E, NATION OJUDA <br />D <br />W <br />F- BUILftG <br />DRAIN CTry0FZEp11 ALELECIWIl <br />Lu <br />d) <br />m <br />8.1.2 FLOOR -GROUNDING RECEPTACLES SHALL BE PROVIDED AND SHALL <br />Lu <br />ftI6� 61 CODE A A FD <br />D <br />t- <br />eF- EITHER GROUNDED THROUGH INDIVIDUAL DRIVEN ELECTRODES OIR <br />ZK[C <br />ELECTRICALLY BONDED TOGETHER IN A GRID SYSTEM AND THE ENTIRE <br />MONO FOOTER "REAR" <br />ta <br />Lu <br />SYSTEM GROUNDED TO THE UNDERGROUND METAL PIPING OR <br />DRIVEN ELECTRODES, WHERE DRIVEN ELECTRODES ARE USED THEY SHALL <br />,:3 <br />CONSIST OF 5/0" DIAMETER OR LARGER METAL RODS DRIVEN AT I -FAST <br />V/SWO <br />5 FT INTO THE GROUND. FLOOR GROUNDING RECEPTACLES SHALL <br />f5E DESIGNED TO MINIMIZE THE TRIPPING HAZARD. <br />EDGE OF STEEL BUILDING <br />C/ A7j <br />'p'tAft <br />5,13 GROUNDING WIRE SAALL f5E BARE AND OF A GAUGE THAT WILL <br />15F SATISFACTORILY DURABLE TO WITHSTAND MECHANICAL STRAINS <br />------------ <br />AND USAGE. <br />----------------- <br />UNDERGROUND PIPING AND COMPONTENTS USED IN DRAINAGE ro'-O <br />SYSTEMS SHALL BE NONCOMBUSTIBLE AND INERT TO FUEL. GRADE <br />(E,G, STEEL, DUCTILE, IRON OR CONCRETE) <br />SUCH SYSTEMS SHALL BE DESIGNED WITH SUITABLE TRAPS <br />2 -4 <br />OR BE PROVIDED WITH ADEQUATE VENTILATION TO PREVENT 7�t <br />HAIR -FIN <br />VAPOR MIXTURES FROM FORMING WITHIN THE UNDERGROUND <br />05 <br />FOUNDATION FLAN <br />RE-eAR x 40' TO WRAP <br />SYSTEM. SEE PAGE & FOR MORE DRAIN INFORMATION. <br />BEHIND THE ANCHOR BOLTS <br />CONTRACTOR, <br />(TYPICAL AT 4 LOCATIONS AS NOTED) <br />MONO FOOTER "AFRON" <br />I <br />ALL FOOTER AND PA 5 11-0 11 r, <br />G. L. 5TEVE CONSTRUCTION <br />PADS FOR AIRE TO BE 24" DEEP, APRON EDGE OF STEEL BUILDING SEE THE STEEL BUILDING DRAWINGS PADS FOR <br />FRAME LINES PbMb*1i"h$dftw4sw0f FOR THE ANCHOR BOLT LAYOUT. FRAME LINES <br />02 03 ""mi0wib4wft=ft P' #2 and *3 <br />ZEPHYRHILL6. FLORIDA <br />and 0r7=VWWvdh m 't <br />1111IN& I I <br />---T-T -------- ---- wow* INV"* obt 7* 110*k*4dWDE = �; N - — - — - — - — - — -- <br />&EWA ASPHIAL I <br />tabs vww4ov*,. N <br />JOB NAME AND ADDRESS: <br />�c <br />KxMrM'E* PLAW) NAVE ]WEN RSVEWED '01b". ft Is ft <br />H"S01WE <br />-WAAL <br />ROMA VENTURES 11, INC, <br />-------- low <br />sk i"104ft- or <br />7t <br />PRIME STEEL BUILDINGS <br />,.Nw <br />'Note 24'-0 34E.P-L uj <br />c'n <br />tu <br />PARCEL I'D" ZEFHYRHILS <br />tL <br />CUT THE CONCRETE 50 THE CUTS ARE <br />"All <br />-13 <br />CITY AIRPORT <br />(3 <br />wly <br />SYMETRICAL TO THE BIFOLD OPENING W0d"j"bWpAC0ftxW MONO FOOTER ANCHOR BOLTS I-- <br />ZEPHYRHILLS, FLORIDA <br />-1 <br />uj <br />W: 0 <br />LL <br />EDGE OF STEEL BUILDING <br />Lu -1 <br />a —m <br />.3" <br />AIRPLANE HANGAR 1500 -sF <br />Lu <br />I" DIAMETER x 24" 21" FMI!NEDDED <br />IL <br />T, L. HANSON <br />�3 <br />GRADE <br />13 3" F-XPOSED <br />3/4"DIAMETER x 18" 15" EMf5EDDED <br />ADD <br />4 ASSOCIATE <br />-6 ING, <br />:V-011 A 12" APRON ON THE FRONT 50 THE BIFOLD DOOR PAD B TWEEN <br />Nr <br />CLOSES ON THE CONCRETE AND NOT OF THE SEAM OR CUT, -1 11 <br />1'-0 FRONT <br />CONSULTING ENGINNE <br />-ER6 <br />_�75 <br />ENGINEERING eUSSINESS NO. EBEa3O <br />PADS FOR PADS FOR <br />Po5t Offics f3ox 1-t2& <br />FRAME LINE #1 F ------------------------------------------------------------------------ ------------------- -------- ----------------------------------------------------------------------------------------- F ---------------------------------------- FRAME LINE #1 <br />I- <br />1 'F ---------------------------------------- <br />-------------------------------------------------------------------------------------------------- <br />Nt <br />Dade Cit�, Florida 3352ro <br />(352) 521-5545 Thomas L. Hanson, PF 35654 <br />11 <br />MONO FOOTER "AFRON <br />Nil <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED <br />OUTSIDE EDGE OF SLAB OUTSIDE EDGE OF SLAIB <br />DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER <br />Iro, SECTION 16013 OF THE FLORIDA BUILDING CODE FOR THE <br />e'-O (o4'-4 4 1-0 11 If 11 <br />120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST <br />100 1-0 11 1 <br />SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, <br />RESIDENTIAL AND ALL 200c3 SUPPLEMENTS. <br />TWF CLIENT UNDERSTAND5 THAT THE DESIGNER CARRIES NO LIA151LITY INSURANCE AND THEREFORE AGREES TO 14OLD "ARMLE56 <br />T.L. HANSON P.E. LICENSE NO. 3a&54 <br />IDEt-tNIFY, AND DEFEND DE51GNER FROM CLAIMS, LOSSES AND EXPENSES (INCLUDING ATTORNEYS FEES) AFR151NG OUT OF OR <br />RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS <br />BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT EF LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION. <br />P�0, BOX 1128, DADE CITY, FLA, 3352ro <br />