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d <br />Y <br />U <br />M <br />0 <br />N <br />s <br />0 <br />NN <br />C <br />C <br />v <br />a <br />0 <br />v <br />8 <br />a <br />a <br />t <br />i <br />N <br />L <br />a <br />I <br />\ <br />N <br />NORTH <br />1/A-3 <br />'06 �k6' <br />3 - REFLECTED CEILING PLAN <br />SCALE: 1 /4" = 1'-0" 40 <br />NORTH <br />DESCRIPIONS <br />I <br />¢ <br />N <br />SEAL <br />2/V <br />37'-4" <br />17f—Aff C,-411 A,—n" i ^'—wo <br />)01!!� Nh16' <br />1 - FLOOR PLAN <br />SCALE: 1 /4" = 1'-0" <br />NORTH <br />PROJECT INFORMATION <br />BUILDING CODE DATA <br />DESCRIPTION OF WORK <br />• CONSTRUCTION OF A NEW ONE STORY 605 S.F. MASONRY <br />ADDITION W/ STANDING SEAM METAL ROOF ON WOOD TRUSSES <br />OCCUPANCY CLASSIFICATION <br />ZONING <br />LAND USE <br />U — UTILITY AND MISCELLANEOUS <br />1ROOAC AGRICULTURAL <br />0110 SFR RURAL <br />• PARCEL ID. 24-25-21-0000-00200-0030 <br />CONSTRUCTION TYPE <br />V—B <br />EXISTING BUILDING FLOOR AREA <br />PROP605 <br />TOTTALOBUILDIINIG FLOORINGOOR A EAREA <br />N/A <br />SF <br />605 SF <br />BUILDING CODE CRITERIA <br />GENERAL BUILDING LIMITATIONS (B) 1 STORY — 5,500 SF <br />EXTERIOR LOAD BEARING WALLS <br />NON CONBUSTIBLE <br />APPLICABLE BUILDING CODES: <br />�t <br />OCCUPANCY LOAD <br />MAXIMUM TRAVEL DISTANCE <br />605 SF/300 = 2 PERSONS <br />300 FEET (W/O SPRINKLERS) <br />• FLORID UILDING CODE 2007 (W/ 2009 <br />SUPPLEMEN <br />• FLORIDA MECHA AL CODE 2007 <br />b - <br />�,' <br />\s° <br />NUMBER OF EXITS REQ'D <br />NUMBER OF EXITS PROVIDED <br />FEMA CODE <br />TWO <br />TWO <br />"X" OUTSIDE 100YR. AND 500YR. FLOOD PLANS <br />• NATIONAL ELECTRIC ODE NF <br />• FLA FIRE PREVENTI 2007 <br />• 2007 IFE SAF CODE <br />• A ACCESSIBILITY CODE 007 <br />MAXIMUM TRAVEL <br />MAX. DEAD END <br />EGRESS WIDTH PER <br />MINIMUM CORRIDOR / <br />NOTE: WITH ALL LOCAL AUTHORITY AMENDMENTS <br />AND LATEST SUPPLEMENTS <br />DISTANCE TO EXIT <br />CORRIDOR <br />PERSON SERVED <br />AISLE WIDTH <br />300 FEET <br />20 FEET <br />0.2/PERSON X 2 <br />44 INCHES <br />CLASSIFICATION OF WORK <br />• FBC 0 — EW <br />CO STRUCTION <br />0.4 INCHES REQ'D <br />132 INCHES PROVIDED <br />MIN, CLEAR <br />OPENINGS OF EXIT <br />DOORS <br />MINIMUM <br />STAIR WIDTH <br />32 INCHES <br />N/A <br />v v ED <br />3802 Ehrlich Road, Suite 306 <br />Tampa, FL 33624 <br />Phone: (813)549-3740, Fax: (813)549-3744 <br />EB0006691 <br />www.mckimcreed.com <br />F m CITY OF ZEPHYRHILLS <br />5335 8th Street <br />Zeph yrh it l s, FL 33542 <br />Phone: (813)780-0000 <br />PRODUCTION WELLS <br />No. 11 AND No. 12 <br />WELL SITE IMPROVEMENTS <br />FLOOR & ROOF PLANS <br />BUILDING DATA <br />KEYNOTES: (THIS SHT. ONLY) <br />01 4" THICK CONCRETE HOUSEKEEPING PAD <br />02 9" GRAVEL WITH MIRAFI AS COMPACTED SUBGRADE <br />— SIMILAR TO GRAVEL DRIVEWAY ON SHEET C-13 <br />STEEL SLEEVE FOR WATER LINES W/LINK SEAL. <br />03 COORDINATE SLEEVE DIAMETER W/PIPING <br />CONTRACTOR & LINK SEAL INSTALLER, <br />04 WALL MOUNTED CENTRIFUGAL EXHAUST FAN <br />(EF-1). REFER TO FAN SCHEDULE SHEET A-4. <br />05 CONCRETE WELL HEAD PEDESTAL <br />06 CONCRETE PAD <br />07 WELL HEAD <br />0 1'-4" SLEEVE THROUGH SLAB FOR <br />08 1'-0" FUTURE PIPING <br />09 6'-8"H SPLIT FACE CMU SCREEN WALL <br />10# DRY CHEMICAL ABC FIRE EXTINGUISHER, <br />10 WALL BRACKET, & 18"H X 4y2"W ACRYLIC ID <br />SIGN — GRAINGER #5TB42 (RED/WHITE) <br />11 CONTROL JOINT (5/A2) <br />12 3"x 4" ALUMINUM DOWNSPOUT & PRECAST <br />CONCRETE SPLASH BLOCK, TYP. <br />N 48"L X 26 GAUGE TAMCO ON —RIDGE <br />I <br />¢ 13 VENT (288 sq. in. NFA) PRE —PAINT TO <br />\ AMTCH STANDING SEAM METAL ROOF <br />14 CONCRETE PAD FOR ANTENNA <br />O5" X 5" ALUMINUM GUTTER W/ <br />15 3" X 4" ALUMINUM DOWNSPOUTS <br />24" X 28" PAINTED T1-11 PLYWOOD <br />16 ACCESS HATCH ABOVE (COORDINATE W/ <br />TRUSSES) — REFER TO 2/A-4 <br />17 9%"W PRECAST CONCRETE COPING — <br />REFER TO KEYNOTE #12 ON SHEET A-2 <br />18 METAL "Z" FLASHING <br />19 2X2 PAINTED CEDAR TRIM <br />%" PAINTED T1-11 PLYWOOD PANELS (4" O/C <br />20 GROOVES). REFER TO REFLECTED CEILING PLAN <br />(3/A-1) FOR PANEL LAYOUT <br />PETERSEN ALUM. CORP. 0.040" ALUMINUM <br />SNAP —CLAD- STANDING SEAM ROOF PANELS <br />21 INSTALL PER FL. APPROVAL #10277.1. <br />COLOR=SELECTED BY OWNER FROM MANUF. <br />STANDARD COLORS <br />22 OUTSIDE FACE OF CMU WALL BELOW, TYP <br />23 4"0 CONC. FILLED STEEL PIPE BOLLARD W/ <br />PVC COVER (REFER TO DETAIL 6/A-2) <br />LA <br />Of <br />a <br />a <br />ROOM FINISH LEGEND: <br />(TYP. 8'-8" FINISHED CEILING HT.) U.N.O. <br />CEILING <br />0 = NONE <br />1 = PAINTED WOOD <br />WALLS <br />0 = CMU, PAINTED <br />FLOOR <br />0 = SEALED CONCRETE <br />1 = CONCRETE COATING <br />• ►•�1 <br />SYMBOL KEY: <br />LOUVER KEY (SEE LOUVER <br />LV.1 <br />SCHEDULE SHT A-4) <br />01 <br />DOOR KEY (SEE DOOR SCHEDULE <br />SHT. A-4) <br />ROOM <br />NAME <br />ROOM NAME & NUMBER <br />100 <br />01 <br />NOTE KEY <br />1 /� A_� <br />ELEVATION KEY <br />SECTION KEY <br />6/A-3 <br />5 A-3 <br />—� DETAIL KEY <br />$ ELEVATION <br />8" REINFORCED SPLIT FACE CMU <br />EXTERIOR WALL <br />8" SPLIT FACE CMU SCREEN WALL <br />8" REINFORCED STANDARD CMU <br />INTERIOR WALL <br />DATE: <br />FEBRUARY 2012 <br />MCE PROJ. <br /># 4584-0003 <br />DRAWN <br />JC3/JDC <br />DESIGNED <br />JDC <br />CHECKED <br />JSL <br />PROJ. MGR. <br />MSL <br />SCALE <br />HORIZONTAL: <br />AS SHOWN <br />VERTICAL: <br />N/A <br />A-1 <br />STATUS: REVISION <br />ISSUE FOR BID <br />