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SHEET NOTES <br />A REFER TO SHEET A19.31 FOR GENERAL FOUNDATION <br />NOTES <br />FO UME <br />Hinae Elevation <br />Hinae Detail <br />Plan <br />Rear Elevation <br />3"=1'-0" <br />3"=1'-0" <br />1 /4"=1'-0" <br />wow <br />Left Elevation <br />Riaht Elevation <br />36'-8" <br />B REFER TO CIVIL DRAWINGS FOR CONTINUATION OF <br />CONCRETE SIDEWALK OR PAVEMENT <br />C ALL DIMENSIONS TO BE VERIFIED W/ TRASH <br />COMPACTOR VENDOR PRIOR TO CONSTRUCTION <br />D VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ <br />CIVIL DRAWINGS <br />E REFER TO SHEET S19.33 FOR STRUCTURAL PLANS & <br />DETAILS <br />F ALL COLORS TO BE SELECTED BY OWNER <br />0 KEY NOTES <br />91-41' 01 TRASH COMPACTOR TO BE INSTALLED BY OTHERS, <br />CONTRACTOR SHALL SUPPLY REQUIRED ELECTRICAL, <br />CONNECTIONS & STRUCTURAL FASTNERS PER MFR's <br />SPECIFICATIONS, VERIFY COMPACTOR MFR PRIOR TO <br />COMMENCEMENT OF CONSTRUCTION <br />02 1/2" FIBER REINFORCED TEXTURED CEMENT PLASTER <br />W/ SAND FINISHED ACCENT BANDS AS SHOWN <br />03 1 1/2" THICK FIBER REINFORCED CEMENT PLASTER <br />SAND FINISHED ACCENT BAND, SLOPE TOP <br />TOWARDS OUTSIDE <br />0'-0" 04 PAINTED CMU ON INSIDE <br />1 /4"=1'-0" <br />1 /4"=1'-0" <br />7'-0" 281-8" <br />... <br />fA <br />e <br />`— <br />6 <br />19.3 <br />04 4 <br />-0'-31 /2" <br />S19.33 -0'-0" <br />01 SLOPE <br />0 <br />1'-8" <br />i— <br />N <br />1 1-011 <br />if on <br />2'-2" <br />fit -loll <br />8'-0" <br />6'-8" <br />12'-0" <br />4 <br />1'-6" <br />SLOPE UP <br />3,-6 <br />4 <br />O01�y <br />16 <br />`- <br />0'-0" <br />0'-0" <br />05 06 <br />4 <br />SLOPE UP <br />13'-11" <br />12'-0" <br />6'-0" <br />31'-11" <br />05 1 1/2" STEEL HANDRAIL <br />06 STEEL GUARDRAIL W/ PICKETS TOP RAIL @ 42" AFF, <br />BOT RAIL @ 2" MAX AFF, PICKET MAX SPACING 4" <br />07 TRASH COMPACTOR CONTROLS, TOP OF CONTROLS <br />@ 48" MAX <br />08 6" DIA CONCRETE FILLED 42" BOLLARD, SEE SHEET <br />S19.33 FOR FOOTING DETAILS <br />09 PT 2x6 <br />10 PT 1 X6 <br />11 3/4" DIA ANCHOR BOLT, 5" MIN EMBED INTO FILLED <br />CELL <br />12 1/4"xl"x4" STEEL ANGLE GATE FRAME <br />13 3/8" STEEL PLATE <br />14 1" OD PIPE SLEEVE <br />15 3/4" OD PIN <br />16 REQUIRED 60" DIA TURNING SPACE <br />17 CANE BOLT, PROVIDE SLOTS IN SLAB @ OPEN & <br />CLOSE POSITIONS <br />18 INDUSTRIAL GRADE STEEL WHEELS <br />19 STAINLESS STEEL LATCH <br />20 CHUTE DOOR W/ HANDLE @ 48" AFF MAX <br />0 <br />0 <br />0. <br />0 <br />a <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />PLANNING I ARCHITECTURE I INTERIOR DESIGN <br />745 orienta avenue, suite 1121 <br />altamonte springs, fl 32701 <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 ISTRIBUTIONS: <br />EDITED BY: <br />PROJECT NO. 09-2587 <br />Front Elevation <br />1 /4"=1'-0" <br />Trash Compactor Enclosure Floor Plan <br />1 /4"=1'-0" <br />Al 9,32 <br />