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EXPANSION <br />4 PER HING <br />4X4 RING <br />GATE HINGE I <br />OF 3 PERMAIP <br />2 PER MAN G) <br />10 <br />rn <br />rCU <br />Gate Attachment Details <br />Wall Section <br />1-1 /2" = 1'-0" <br />1/8" = 1'-0" <br />ILL <br />Note Plan <br />Rear Elevation <br />Note Plan <br />Front Elevation <br />on <br />PER COMPACTOR <br />MANUF. <br />n <br />s <br />0 <br />8" <br />0 <br />1/8" = 1 1-0" <br />1/8" = 1'-0" <br />1/8" = 1'-0" <br />1/8" = 1'-0" <br />4 <br />0 <br />M <br />0 <br />M <br />7 <br />A20.21 <br />29'-4" <br />11 14'-8" 14'-8" ol <br />� <br />� <br />o <br />o <br />I <br />I <br />O <br />O <br />O <br />s <br />0 <br />cv <br />j <br />_3 <br />O O <br />O O <br />� u,In <br />i, i <br />111 <br />Ell <br />7' A" S 7'-4" 7'-0" 'y 7'-8" <br />Dimension Plan <br />1/8" = 1'-0" <br />L 29'-4" �. V-0" I. <br />N <br />LO <br />ro <br />0 SHEET NOTES <br />A REFER TO SHEET A20.01 FOR GENERAL NOTES <br />B REFER TO SHEETS A22.01 FOR CONSTRUCTION ASSEMBLIES <br />C REFER TO CIVIL DRAWINGS FOR CONTINUATION OF CONCRETE <br />SIDEWALK OR PAVEMENT <br />D ALL DIMENSIONS TO BE VERIFIED W/ TRASH COMPACTOR VENDOR <br />PRIOR TO CONSTRUCTION <br />E VERIFY RAMP & STEP ELEVATION REQUIREMENTS W/ CIVIL DRAWINGS <br />F ALL COLORS TO BE SELECTED BY OWNER <br />G STUCCO TO BE ASTM C926, 5/8" MIN. THICKNESS, PAINTED, COVERAGE <br />AT EXPOSED SURFACES ONLY. <br />KEY NOTES <br />01 TRASH COMPACTOR TO BE INSTALLED BY OTHERS, CONTRACTOR SHALL <br />SUPPLY REQUIRED ELECTRICAL CONNECTIONS & STRUCTURAL <br />FASTENERS PER MFR's SPECIFICATIONS. VERIFY COMPACTOR MFR <br />PRIOR TO COMMENCEMENT OF CONSTRUCTION - TRASH COMPACTOR <br />CONTAINER TO BE A SELF-CONTAINED AND LEAK PROOF SYSTEM <br />02 5/8" FIBER REINFORCED TEXTURED CEMENT PLASTER WITH SAND FINISH <br />ACCENT BANDS AS SHOWN <br />03 PAINTED CEMENT PLASTER CAP W/ 1/4" SLOPE <br />04 1 1/2" STEEL HANDRAIL AT 36"AFF <br />05 PAINTED STEEL GUARDRAIL W/ PICKETS. TOP RAIL AT 42" AFF, BOT RAIL <br />AT 2" MAX AFF, 4" MAX. PICKET SPACING <br />06 6" DIA CONCRETE FILLED 42" HIGH BOLLARD. SEE STRUCTURAL FOR <br />FOOTING DETAILS <br />07 REQUIRED 60" DIA TURNING SPACE <br />08 TRASH CHUTE OPENING. COORDINATE LOCATION WITH TRASH <br />COMPACTOR MFR <br />09 8 YARD RECYCLING DUMPSTER. DUMPSTER MUST BE ACCESSIBLE BY A <br />FRONT LOAD REFUSE TRUCK <br />10 SWING GATE W/ DROP PIN. CONSTRUCTED OF MIN 1 1/2" DIAMETER <br />GALVANIZED TUBULAR STEEL W/ PRIVACY -TYPE SLATS INSERTED IN <br />GLAVANIZED STEEL MESH FABRIC, HINGE -MOUNTED ON MIN 3" <br />DIAMETER GALVANIZED STEEL POST. DROP PIN TO BE 1/2" DIAMETER <br />AND 18" LONG METAL ROD GATE LATCH. GATES AND POST <br />CONSTRUCTED AND INSTALLED BY LICENSED FENCE CONSTRUCTOR, <br />11 MINI SPLIT UNIT <br />12 CONDENSING UNIT <br />13 DOOR PER SCHEDULE <br />14 RAISED CEMENT PLASTER 6" BAND <br />15 ARCHITECTURAL ROOF SHINGLE PER ASSEMBLY, COLOR TO BE <br />SELECTED BY OWNER <br />�"FORUME <br />a <br />v <br />m <br />a <br />e ARCHITECTURE & <br />a <br />INTERIOR DESIGN, INC. <br />c <br />237 S. Westmonte Drive, Suite 220 <br />Altamonte Springs, FL 32714 <br />407.830.1400 <br />AR97193 <br />www.forumarchitecture.com <br />i <br />Zephyr <br />Commons <br />Apartments <br />City of Zephyrhills, FL <br />02/17/2022 <br />Karen V McIntyre <br />A r'% A —7/1 A e% <br />GFT nl.TPIRI ITIr1AIC- <br />11/24/21 100% DO Set <br />12/23/21 Owner Review Set <br />02/17/22 Permit Set <br />A SHEET REVISIONS: <br />PROJECT NO. 4097 <br />Maintenance & <br />Trash Compactor - <br />Plans <br />Wall Section <br />1/8" = 1'-0" <br />Roof Plan <br />1/8" = 1 —0" <br />Slab Plan <br />1/8" = 1'-0" <br />A20.21 <br />