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00 <br />U <br />a <br />0 <br />M <br />0 <br />0 <br />N <br />00 <br />00 <br />C: <br />0 <br />v <br />0 <br />n <br />3 <br />C0 <br />0) <br />LO <br />ro <br />U <br />i <br />A) <br />C <br />O <br />E <br />0 <br />U <br />O <br />0 <br />f1 <br />LO <br />w <br />N <br />00 <br />U <br />m <br />c <br />Y <br />0 <br />LL- <br />U) <br />F- <br />z <br />W <br />Q <br />a <br />Q <br />0 <br />J <br />LL <br />z <br />a <br />Q' <br />d <br />- BOT. OF TkIR <br />SLOPE <br />J <br />Wall Cap Detail <br />Section <br />20 <br />rT� <br />S19.33 <br />1 1 /2"= V-0" <br />o <br />z <br />U <br />UJ <br />� <br />O <br />J <br />z <br />Q60 �O <br />d' <br />LU <br />ILO <br />eO <br />Z <br />V, <br />Section <br />25 24 <br />TYP. <br />®. LANDING <br />7F' <br />® A <br />07 <br />I <br />1211 <br />Section at StairS <br />3/4i1=1 °-0" <br />Side Wail <br />3/4"=1'-0" <br />16°° <br />Section Across Rare <br />81-01, <br />511 <br />28'-8" <br />Trash Compactor Enclosure Foundation Plan <br />® DESIGN CRITERIA PER CODE (MINIMUM) E SHEET NOTES <br />BASIC WIND VELOCITY = 110 MPH A REFER TO SHEET Al9.31 FOR GENERAL FOUNDATION <br />IMPORTANCE FACTOR = 0.77 NOTES <br />EXPOSURE CATEGORY = B <br />INTERNAL PRESSURE COEFFICIENT = 0.0 B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF <br />CONCRETE SIDEWALK OR PAVEMENT <br />DESIGN CRITERIA FOR PROJECT <br />BASIC WIND VELOCITY = 140 MPH C ALL DIMENSIONS TO BE VERIFIED W/ TRASH <br />COMPACTOR VENDOR PRIOR TO CONSTRUCTION <br />IMPORTANCE FACTOR = 1.0 <br />EXPOSURE CATEGORY = B D VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ <br />INTERNAL PRESSURE COEFFICIENT = 0.0 CIVIL DRAWINGS <br />NOTE: COMPONENTS & CLADDING FOR OPEN <br />STRUCTURE SAME AS MAIN WIND FORCE. RESISTING ®KEY NOTES <br />SYSTEM USE: +35.3 PSF/-47.3 PSF. FOR COMPONENTS & 01 6" CONCRETE SLAB REINFORCED AS NOTED, PLACE <br />CLADDING ADD FACTOR AS REQ'D. SLAB OVER WELL COMPACTED FILL, BROOM FINISH <br />ALL SLAB SURFACES 3000 PSI @ 28 DAYS <br />02 CONCRETE APRON: EXTEND SLAB BEYOND <br />ENCLOSURE AS REQUIRED BY TRASH COMPACTOR <br />VENDOR <br />03 6" DIA., CONCRETE FILLED, STL PIPE BOLLARD, W/ <br />24"x24N24" POURED FOOTING W/ #5 @ 12" OC EACH <br />WAY TOP & BOTTOM, VERIFY LOCATIONS <br />04 EXTENDED BOTTOM OF ALL FOUNDATIONS AT <br />PERIMETER 24" MIN BELOW FINISHED GRADE <br />E <br />, <br />I C 05 16" WIDE THICKENED EDGE W/ (2) #5 REBAR, CONT <br />06 #5 REBAR @ 12" OC, EA WAY, UNO <br />07 (2) #5 REBAR, @ BOT, CONT., #3 STIRRUP @ 16" OC <br />E 08 #5 REBAR @ 12" OC EACH WAY, LOCATE AT MIDSLAB <br />i i ! <br />09 WWF 6x6-W2.9xW2.9 <br />a <br />10 8" CMU WALL <br />w 11 #5 REBAR VERITCAL @ FILLED CELLS, 16" OC TYP AND <br />09 9__� <br />Of Cn @ CORNERS, CENTER REBAR IN CELLS <br />UJ <br />OZ <br />K, 12 DURAWALL LADDER TYPE REINFORCEMENT, 16" OC <br />13 CONT BOND BEAM W/ (2) #5 REBAR <br />14 6" CONCRETE SLAB REINFORCED AS NOTED, PLACE <br />05 SLAB OVER WELL COMPACTED FILL, BROOM FINISH <br />ALL SLAB SURFACES 3000 PSI @ 28 DAYS <br />18 i <br />16" 15 STEEL GUARDRAIL W/ PICKETS, TOP RAIL @ 42" AFF, <br />BOT RAIL @ 2" MAX AFF, PICKET <br />MAX SPACING @ 4" OC <br />16 1 1/2" STEEL HANDRAIL @ 36" AFF <br />3/4"=1 `-0'° 17 PAINTED CMU INSIDE <br />18 #3 STIRRUPS @ 12" OC <br />19 1/2" PRE -MOLDED JOINT FILLER ROD <br />20 1/2" FIBER REINFORCED TEXTURED CEMENT PLASTER <br />WI SAND FINISHED ACCENT BANDS AS SHOWN <br />21 1 1/2" THICK FIBER REINFORCED SAND FINISHED <br />ACCENT BAND, SLOPE TOP TOWARDS OUTSIDE <br />22 1/8" HARD POLYMER KOROLATH SHIM SIZED TO <br />CONNECTION <br />23 5-0" PRECAST CONC LINTEL <br />24 #3 STIRRUPS @ 16" OC <br />25 #5 BAR (TYP) <br />26 CHUTE DOOR W/ ADA COMPLIANT LEVER HANDLE <br />® LEGEND <br />EDGE OF FOOTING BELOW <br />EDGE OF SLAB <br />❑ GROUTED CELL <br />1 /4"=1 '-0" <br />AL wren <br />—III111= ENGINEERING <br />1I=III= Mi <br />FII=11I GROUP <br />FL CofA #7992 <br />5728 Major Blvd., Suite 603, Orlando, FL 32819 <br />Tel. (407) 354-5411 Fax (407) 354-3466 <br />Web Site: www.mgmclaren.com <br />_.%W 111111/I,- <br />F. CSI61W1l FJ Tf4,#5251 <br />ro <br />�*'FORUME <br />r <br />0 <br />N ARCHITECTURE & <br />dc INTERIOR DESIGN. INC- <br />y PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />a <br />o 745 orienta avenue, suite 1121 <br />altamonte springs, tl 321U1 <br />phone: 407.830.1400 <br />06 fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />THE <br />IC- HMAN <br />R ROUP <br />OF FLORIDA, INC. <br />Fort King <br />Colony <br />Apartments <br />City of Zephyrhills, FL <br />N <br />C <br />0 <br />U <br />0 <br />a <br />C <br />Q <br />I EDITED BY: JT <br />PROJECT NO. 10-2651 <br />Trash Compactor <br />Enclosure <br />Structural Plans & <br />Details <br />S19-33 <br />