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r070"W4100% <br />DATE <br />ILA <br />r- <br />F <br />I <br />u- <br />Lu <br />Lu <br />OUTSIDE EDGE OF SLAB <br />OUTSIDE EDGE OF -51-Ae <br />------------------------------------------------------------------------ <br />------------------------ =�� ------------------------------------------------------------------------------------------------------------------------ <br />------------------------------------------------ <br />0 <br />-------- <br />-------- ---- <br />2x4 WALL <br />OUTSIDE EDGE STEEL FRAMES <br />FIRE EXTINGUISHER <br />FIRE EXTINGUISHER <br />-4 <br />25'-0" 50,-0" <br />1 C3, -1!/2 <br />RF-5TIROOm <br />CORE <br />DOOR <br />THE INTERIOR AND EXTERIOR OF THE <br />36" VANITY <br />RESTROOM WILL BE COVERED <br />WITA <br />1/2" DRYWALL. <br />Q <br />PERSONNEL 0OORS (MAN DOORS) <br />FIRE EXTINGUISHER NOTES: <br />PERSONNEL DOORS ARE REQUIRED TO BE INSTALLED EVERY 150 LINEAR FEET <br />FER NFPA 40'B THIS 15 HANGER CLASSIFIED AS AN EXTRA 2xro <br />WALL----� <br />ON THE EXTERIOR WALLS (NFf=)A40c3 - 8,5,1 AND NFPA 101 - 416.1.2). FIELD <br />(HIGH) HAZARD.' EXTINGUISHER PLACEMENT SHALL BE EVERY <br />3 1 -4V21' <br />LOCATION CAN BE DETERMINED TO ENSURE THERE 15 NO INTERFERENCE <br />50'-0" WITH A MIN RATING OF 4A-50B (NFf=>A 101THE FIRE <br />e21-611 <br />FROM SUPPORTING MEMBVERS OF THE BUILDING. THE DOORS ARE LOCATED <br />EXTINGUISHERS CAN BE FIELD LOCATED TO INSURE MOUNTING <br />ON THE PLAN BUT MAY NEED TO BE ADJUSTED IN THE FIELD. <br />ON SUITABLE( BRACING, PURLINS OR COLUMNS, NOT METAL SKIN) <br />CAPABLE OF SUPPORTING THEIR WEIGHT. SIGNAGE SHOULD BE <br />FIRE <br />.10 .... <br />N <br />PROVIDED TO MARK LOCATIONS. <br />FIRE EXTINGUISHER <br />%�, <br />0: <br />EXTINGUISHER <br />-------------------------------------------- <br />tu <br />------------------------------------------------------- <br />TL <br />-4 <br />STEEL ROOF FRAME OF BUILDING <br />u- <br />tu <br />Lu <br />Lu <br />tu <br />ui <br />tu <br />Lu <br />STEEL WALL FRAME OF BUILDING <br />STEEL WALL FRAME OF BUILDING <br />Lu <br />WATER HEATFIR <br />2X6 CEILING FRAMING AT 16" Or <br />WATERWEATER <br />- <br />WITH In" COX SHEATHING ON THE <br />EXTERIOR AND 1/2" DRYWALL ON <br />THE INTERIOR. <br />COVER THE EXTERIOR AND INTERIOR <br />OF THE MATH WITH 1/2" DRYWALL <br />0 <br />DSL 2x4 TOP PLATES <br />2x4 FRAME WALLS WIT" STUDS AT Ir." Or - <br />LAUNDRY <br />WIT44 1/2" EXTERIOR, SIDING AND 1/2" DRYWAILI <br />SINK TUM <br />ON T14E INTERIOR. <br />TOILET <br />SINGLE PT BOTTOM PLATES <br />2 -01, L 11 <br />3-41/2 <br />RESTROOM 51DE CROSS SECTION RESTROOM END CROSS SECTION <br />THIS BUILDING 15 NOT AIR CONDITIONED <br />OR HEATED <br />AND NONE SHALL BE INSTALLED WITHOUT ADDITIONAL <br />REVIEW FROM THE CITY BUILDING DEPARTMENT. <br />THERE 15 A CUSTOM BIFOLD DOOR THAT 16 BEING DESIGNED FOR <br />THIS OPENING IN THE FRONT OF THE BUILDING. THERE 15 NO FLORIDA <br />APPOVAL NUMBER FOR THIS DOOfR- ACCORDING TO CHAPTER 1-1 <br />RAYNOR GARAGE DOOR <br />SECTION I-T14.5.3.2 CUSTOM DOORS ( one of a kind) EXTERIOR DOOR <br />FLORIDA APPOVAL #S184.1 <br />FIRE <br />ASSEMBLIES SHALL BE TESTED BY AN APPOVED TESTING LABORATORY <br />DURA-COIL ROLLING SERVICE DOOR <br />FIRE <br />EXTINGUISHER <br />OIR BE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING <br />DESIGN PRESSURES OF 22+/21- <br />EXTINGUISHERR <br />PRACTICES, <br />DESIGN <br />THIS DOOR 15 BEING DESIGNED AT TH16 TIME AND THIS INFORMATION <br />DESIGN <br />1 <br />PRESSURE <br />WILL BE FURNISHED WITH THE DOOR WHEN IT 16 DELIVERED TO THE JOBSITE, <br />PRESSURE' <br />25+/21- <br />xs� <br />THE CONTRACTOR WILL HAVE COPIES FOR THE BUILDING DEPARTMENT. <br />FIRE EXTINGUISHER <br />25+/21- <br />E� <br />OUTSIDE EDGE STEEL FRAMES <br />-------- <br />------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- <br />--------- <br />--- ------------------- <br />-------------------- <br />OUTSIDE EDGE OF SLAB <br />-70,-o" <br />MIRM72 <br />OUTSIDE EDGE OF SLAIB <br />5t-OII I- Iro'-&' <br />41-011 <br />a 11 +/- <br />w <br />SCALE.- <br />1/4 11 = V-Oil <br />R. 8. HANLEY <br />PAGE 2 <br />DESIGN SERVICES INC- <br />MOBILE/ OFFICE 352-20ro-5821 <br />OFFICE FAX 352-588-2342 <br />P 0 BOX 1325 SAN ANTONIO <br />FLA, 3351ro <br />EMAIL: hanlegOromemloarqviall.com <br />CHAFTER 4 SECTION 412.2 <br />AIRPLANE HANGARS <br />412.2.1 EXTERIOR WALLS. EXTERIOR WALL LOCATED LESS THAN <br />30 FEET FROM PROPERTY LINES, LOT LINES OR PUBLIC WAY <br />SHALL HAVE A F IRE-RESI STANCE RATING NOT LESS THAN <br />2 HOURS, <br />412,23 FLOOR SURFACES. FLOORS SHALL BE GRADED AND <br />DRAINED TO PRVENT WATER OR FUEL FROM REMAINING ON <br />THE FLOOR, FLOOR DRAINS SHALL DISCHARGE THROUGH AN <br />OIL SEPERATOR TO THE SEWER OR TO AN OUTSIDE VENTED <br />SUMP, <br />GROUP ILI HANGAR <br />NFRA -4tol:� <br />5,1 GROUNDING FACILITIES FOR STATIC: ELECTRICITY <br />8.1.1 GROUNDING FACILTIES SHALL BE PROVIDED FOR <br />REMOVAL AND CONTRIL OF STATIC, ELECTRICAL <br />ACCUMULATIONS ON AIRCRAFT WHILE AIRCRAFT AIRE <br />STORED OR ARE UNDERGOING SERVICING IN A HANGAR. <br />8,12 FLOOR -GROUNDING RECEPTACL-F-5 SHALL BE <br />-D AND SHALL BE EITHER GROUNDED THROUGH <br />PROVIDE <br />INDIVIDUAL DRIVEN ELECTRODES OR ELECTRICALLY <br />F BONDED TOGETHER IN A GRID SYSTEM AND THE ENTIRE <br />SYSTEM GROUNDED TO THE UNDERGROUND METAL PIPING <br />OR DRIVEN ELECTRODES. WHERE DRIVEN ELECTRODES <br />AIRE USED THEY SHALL CONSIST OF 5/8" DIAMETER OR <br />LARGER METAL RODS DRIVEN AT LEAST 5 FT INTO THE <br />GROUND, FLOOR GROUNDING RECEPTACLES SHALL BE <br />DESIGNEI-D TO MINIMIZE THE TRIPPING HAZARD, <br />8,13 GROUNDING WIRE SHAI-L BE BARE AND OF A GAUGE <br />THAT WILL BE SATISFACTORILY DURABLE TO WITH STAND <br />MECHANICAL STRAINS AND USAGE. <br />MAIN FLOOR PLAN <br />CONTRACTOR, <br />G. L. STEVE CONSTRUCTION <br />ZEFHYf;RHILLS, FLORIDA <br />JOB NAME AND ADDRESS'. <br />ROMA VENTURES 11, INC, <br />PRIME STEEL 5UILDINGS <br />PARCEL I'D" ZEPHYRHILS <br />CITY AIRPORT <br />ZEPHYRHILL5, FLORIDA <br />AIRPLANE HANGAR 1500 SF <br />T, L. HANSON <br />4 ASSOCIATES INC. <br />CONSULTING ENGINNEERS <br />ENGINEERING eUSSINESS NO, Ee5a3O <br />Post Off Ice Box 1125 <br />Dade Cltq, Florida 3352ro <br />(352) 521-5848 Thomas L. Hanson, FE 3&1.,54 <br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED <br />DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER <br />Iro, SECTION 160S OF THE FLORIDA BUILDING GODE FOR THE <br />120 MPH ( 3 SECOND GUST) WIND ZONE - 100 MPH FASTEST <br />SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, <br />RESIDENTIAL AND ALL 200'3 SUPPLEMENTS. <br />T,L. 14ANSON P.E. LICENSE NO. 30654 <br />P.0, BOX 112&, DADE CITY, FLA. 33526 <br />