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SHEET NOTES
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<br />3'
<br />9 1/4"
<br />40'-3"
<br />24'-11 10
<br />37'-2"
<br />37'-2"
<br />24'-11 1/2"
<br />40'-3°
<br />3' 91(4"
<br />1 112"
<br />08 1 1/2"
<br />1 1/2"
<br />1 112"
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<br />1 /2" 1 1 /2"
<br />39'-3"
<br />37'-2"
<br />1 1!2"
<br />24'-11 1/2"
<br />1 1l2"
<br />1 /2"
<br />39'-3"
<br />131 " 3411
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<br />A7.02 A6.21
<br />Fourth Floor Plan
<br />Building Type II
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<br />212'-31/2" OVERALL BUILDING DIMENSION
<br />3'
<br />9 9/4°
<br />40'-311
<br />24'-11 1/2"
<br />37'-2"
<br />37'-2"
<br />24'-11 1/2"
<br />40'-3"
<br />3'-91/4"
<br />1 1/2"
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<br />1 112"
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<br />1 1/2"
<br />WW-5
<br />TYP
<br />WW-51
<br />TYP
<br />UNIT B3
<br />UNIT Al
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<br />UNIT B2
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<br />25'-1"
<br />1 3/4"
<br />3 4"
<br />1/2" 1 1/2"
<br />39'-3"
<br />37'-211
<br />1 112" 1 1/211 1/2"
<br />24'-11 1 /2" 39'-3"
<br />1 3l4" 1 /4"
<br />1l2"
<br />25-1"
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<br />A7.02
<br />Third Floor Plan
<br />A REFER TO SHEET A1.03 FOR GENERAL NOTES
<br />B REFER TO SHEET A1.04 AND A1.05 FOR CONSTRUCTION ASSEMBLIES
<br />C REFER TO SHEETS A5.61 THRU A5.69 FOR UNIT PLANS
<br />D REFER TO SHEETS A9.11, A9.21 AND A9.31 FOR DOOR, WINDOW AND
<br />STOREFRONT SCHEDULES
<br />E REFER TO STRUCTURAL DRAWINGS FOR BEARING AND SHEAR WALL
<br />LOCATIONS
<br />F ALL EXTERIOR WALLS SHALL BE WWA, UNO
<br />G ALL UNIT TO CORRIDOR WALLS SHALL BE WW-52, UNO
<br />H ALL INTERIOR BEARING / SHEAR WALLS SHALL BE WW-50, LINO
<br />J ALL INTERIOR NON -BEARING ( NON -SHEAR WALLS SHALL BE WW-51, UNO
<br />K ALL EXTERIOR TENANT SEPARATION WALLS SHALL BE WW-9 AND
<br />INTERIOR TENANT SEPARATION WALLS TO BE WW-54, LINO
<br />L OPENINGS INTO AND/OR THROUGH INTERIOR WALLS REQUIRED TO BE
<br />RATED AS BUILDING ELEMENTS AND NOT FOR SEPARATION SHALL BE
<br />PROTECTED BY WRAPPING CONTINUOUS FIRE -RATED GYPSUM BOARD
<br />INTO/THROUGH OPENING, OR BY OTHER APPROVED FIRE PROTECTIVE.
<br />COORDINATE WITH MECHANICAL, ELECTRICAL, AND DOOR DETAIL
<br />DRAWINGS
<br />M REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS
<br />WITH GROUND FLOOR SPOT ELEVATIONS. UPPER FLOOR SPOT
<br />ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING.
<br />REFER TO SECTIONS AND DETAILS
<br />N MAINTAIN UNIFORM MAX 2% SLOPE WHERE SLOPES ARE INDICATED,
<br />UNO
<br />P REFER TO ENLARGED PLAN DETAILS FOR ADDITIONAL INFORMATION
<br />Q REFER TO SHEET A5.91 - A5.93 FOR COMMON & PUBLIC AREAS
<br />ACCESSIBILITY REQUIREMENTS DIAGRAMS
<br />0 KEYNOTES
<br />01 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS FOR SPECIFICATION
<br />3 AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT
<br />AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATE AT-0'-1/2" AFF,
<br />A6.21 UNO
<br />02 LOW ROOF, SLOPE 5:12, UNO, REFER TO EXTERIOR ELEVATIONS AND
<br />STRUCTURAL DRAWINGS
<br />03 STONE VENEER
<br />04 PREFABRICATED SOLID AWNING WI INTEGRAL GUTTER. CONTRACTOR
<br />TO COORDINATE WITH AND PROVIDE BLOCKING FOR ALL CONNECTIONS
<br />AS REQUIRED PER MFR INSTALLER. SUBMIT SHOP DRAWINGS FOR
<br />ARCHITECT TO REVIEW AND COORDINATION OF WATER PENETRATION
<br />DETAILS
<br />05 42"HIGH GUARDRAIL, REFER TO ENLARGED PLANS FOR DETAILS 71A8.12
<br />06 ELECTRICAL SERVICE I METER, REFER TO ELECTRICAL DRAWINGS
<br />07 STANDPIPE / HOSE VALVE CONNECTION, REFER TO CONTRACTOR'S FIRE
<br />PROTECTION DRAWINGS
<br />08 2X6 WALL
<br />09 REFER TO CIVIL DRAWINGS FOR DOWNSPOUT CONNECTIONS TO
<br />UNDERGROUND STORM WATER SYSTEM. CONTRACTOR TO PROVIDE
<br />CONCRETE SPLASH BLOCKS AT ALL LOCATIONS NOT TIED TO
<br />UNDERGROUND STORM WATER SYSTEM
<br />10 DOWNSPOUT TO TERMINATE AT SPLASHBLOCK
<br />11 CONCRETE A/C PAD (4" THICK), SLOPE AWAY FROM BUILDING, REFER TO
<br />SITE PLAN FOR SCHEMATIC PAD LAYOUT AND TO MECHANICAL
<br />DRAWINGS FOR A/C CONDENSER DETAILS, CONTRACTOR SHALL
<br />COORDINATE FINAL PLACEMENT WITH CIVIL AND LANDSCAPE
<br />3/32" = 1'-0"
<br />LEGEND
<br />WALL INDICATES SPECIFIC WALL TYPE
<br />� FIRE EXTINGUISHER IN CABINET, REFER TO
<br />F- GENERAL NOTES
<br />INT. LOAD BRG. WALLS COORD.
<br />W/ STRUCTURAL DRAWINGS
<br />1
<br />01
<br />REMOVED FIRE EXTINGUISHERS FROM UNITS &
<br />ADDED FIRE EXTINGUISHERS IN CORRIDOR.
<br />c GC TOO COORDINATE PER SHEETA1.03
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<br />3/32" = V-0"
<br />RESIDENTIAL BLDG TYPE
<br />II
<br />BLDG # ON SITE
<br />1,2
<br /># UNITS / BLDG TYPE
<br />48 (2 TOTAL ON SITE)
<br />A/C
<br />NON -A/C
<br />GROSS
<br />1ST FLOOR
<br />12,652
<br />1,641
<br />14,293
<br />2ND FLOOR
<br />12,650
<br />1,439
<br />14,089
<br />3RD FLOOR
<br />12,650
<br />1,439
<br />14,089
<br />4TH FLOORS
<br />12,650
<br />1,439
<br />14,089
<br />BUILDING TOTAL
<br />50,602
<br />5,958
<br />56,560
<br />QUANTITY ON SITE
<br />2
<br />TOTAL SF ON SITE
<br />113,120
<br />FORUME
<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />237 S. Westmonte Drive, Suite 220
<br />Altamonte Springs, FL 32714
<br />407.830.1400
<br />AR97193
<br />www.forumarchitecture.com
<br />Zephyr
<br />Commons
<br />Apartments
<br />City of Zephyrhills, FL
<br />09/16/2022
<br />Karen V McIntyre
<br />AR0017018
<br />SET DISTRIBUTIONS:
<br />11 /24/21 1100% DD Set
<br />12/23/21 Owner Review Set
<br />02/17/22 Permit Set
<br />0 SHEET REVISIONS:
<br />'ROJECT NO. 4097
<br />Building Type II -
<br />Third & Fourth
<br />Floor Plan
<br />A5.22
<br />Building Type 11
<br />
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