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0 DESIGN CRITERIA PER CODE (MINIMUM) 0 SHEET NOTES <br />00 <br />v <br />a� <br />a <br />L0 <br />u; <br />�o <br />o) <br />0 <br />0 <br />N <br />a <br />0 <br />-o <br />m <br />0 <br />0'-0" <br />BOT. OF STAIR <br />SLOPE <br />Wall Cap Detail <br />Section 1 1 /2"= V-0" <br />5 <br />S19.33 <br />r T Section� Side Wall <br />1'-6" <br />LANDING <br />3/4"=1'-0" <br />0 <br />b <br />0 <br />CV <br />30" <br />Section Across Ram <br />1'-0"01 8'-011 <br />I -v <br />28'-8" <br />BASIC WIND VELOCITY <br />IMPORTANCE FACTOR <br />EXPOSURE CATEGORY <br />INTERNAL PRESSURE COEFFICIENT <br />VELOCITY PRESSURE <br />= 110 MPH A REFER TO SHEET A19.31 FOR GENERAL FOUNDATION <br />= 0.77 NOTES <br />=C <br />= 0.0 B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF <br />= 17.23 PSF CONCRETE SIDEWALK OR PAVEMENT <br />C <br />ALL DIMENSIONS TO BE VERIFIED W/ TRASH <br />DESIGN CRITERIA FOR PROJECT <br />COMPACTOR VENDOR PRIOR TO CONSTRUCTION <br />BASIC WIND VELOCITY = 140 MPH <br />IMPORTANCE FACTOR = 1.0 <br />D <br />VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ <br />CIVIL DRAWINGS <br />EXPOSURE CATEGORY = C <br />INTERNAL PRESSURE COEFFICIENT = 0.0 <br />VELOCITY PRESSURE = 27.91 PSF <br />■ <br />KEY NOTES <br />NOTE: COMPONENTS & CLADDING FOR OPEN <br />01 <br />6" CONCRETE SLAB REINFORCED AS NOTED, PLACE <br />STRUCTURE SAME AS MAIN WIND FORCE. RESISTING <br />SLAB OVER WELL COMPACTED FILL, BROOM FINISH <br />SYSTEM USE: +35.3 PSF/ 47.3 PSF. FOR COMPONENTS & <br />ALL SLAB SURFACES 3000 PSI @ 28 DAYS <br />CLADDING ADD FACTOR AS REQ'D. <br />02 <br />CONCRETE APRON: EXTEND SLAB BEYOND <br />ENCLOSURE AS REQUIRED BY TRASH COMPACTOR <br />VENDOR <br />3/4"=1'-0" <br />03 6" DIA., CONCRETE FILLED, STL PIPE BOLLARD, W/ <br />24"x24"x24" 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 />05 16" WIDE THICKENED EDGE WI (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 />08 #5 REBAR @ 12" OC EACH WAY, LOCATE AT MIDSLAB <br />09 WWF 6x6-W2.9xW2.9 <br />10 8" CMU WALL <br />11 #5 REBAR VERITCAL @ FILLED CELLS, 16" OC TYP AND <br />@ CORNERS, CENTER REBAR IN CELLS <br />12 DURAWALL LADDER TYPE REINFORCEMENT, 16"OC <br />13 CONT BOND BEAM W/ (2) #5 REBAR <br />14 5" CONCRETE SLAB REINFORCED AS NOTED, PLACE <br />SLAB OVER WELL COMPACTED FILL, BROOM FINISH <br />ALL SLAB SURFACES 3000 PSI @ 28 DAYS <br />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 />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 />W/ 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 />LEGEND <br />- — - — - - EDGE OF FOOTING BELOW <br />EDGE OF SLAB <br />❑ GROUTED CELL <br />1"TA McL;kTen <br />NEERING <br />�11=111'y� GROUP <br />�q1 014P <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 />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />745 orienta avenue, suite 1121 <br />altamonte springs, 11132701 <br />phone: 407.830.1400 <br />fax: 407.830.4143 <br />AA0002731 <br />www.forumarchitecture.com <br />Meetinghouse <br />at Zephyrhills <br />Senior <br />Apartments <br />City of Zephyrhills, FL <br />SET DISTRIBUTIONS: <br />EDITED BY: <br />PROJECT NO. 09-2587 <br />Section at Stairs <br />3/4"=1'-0" <br />Trash Compactor Enclosure Foundation Plan <br />1 /4"=1'-0" <br />U <br />F. Oleck FL PE #5251 <br />S19-33 <br />