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SHEET NOTES
<br />2 A6.11 A7.01 2
<br />294'-11 IR' OVFRAI I Rim SING <7IMFNgm
<br />48'-2 7/8"
<br />37'-2" 37'-2"
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<br />37'-2" 24'-11 1/2" 40'-3"
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<br />1 1/2"
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<br />A6.11
<br />Fourth Floor Plan
<br />Building Type I
<br />2 2
<br />A6.11 A7.01
<br />3/32" = 1'-0"
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<br />224'-11 3/8" OVERALL BUILDING DIMENSION
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<br />48'-2 7/8"
<br />37'4'
<br />37'-2"
<br />37'4"
<br />24'-11 1/2"
<br />40'-3"
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<br />1 1 /2" AV%
<br />1 112"
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<br />102'-3"
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<br />84'-01/2"
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<br />TYP WW-53
<br />UNIT A2
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<br />UNIT Al
<br />UNIT Al
<br />UNIT Al
<br />UNIT B4
<br />WW-54
<br />UNIT B1
<br />UNIT A2
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<br />WW-9
<br />A8.11.
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<br />02
<br />04
<br />02
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<br />1
<br />1
<br />1 3/4"
<br />1/2"
<br />25'-1"
<br />1 3/4"
<br />-
<br />1/2"
<br />24'-11 1/2"
<br />1 1/2"
<br />24'-11 1/2" 24'-11 1/2" 1 112"
<br />37'-2"
<br />1/2"
<br />39'-3"
<br />1 34' 1 3/4"
<br />-
<br />112"
<br />25' 1"
<br />1'-11 71R"
<br />Third Floor Plan
<br />Building Type I
<br />3/32" = 1'-0"
<br />A REFER TO SHEETA1.03 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, UNO
<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 />KEYNOTES
<br />01 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS FOR SPECIFICATION
<br />AND DETAILS, SLOPE SLAB TO DRAIN, 2% MAX, PROVIDE CONTROL JOINT
<br />3 AT EACH DRAIN PERPENDICULAR TO CORRIDOR, LOCATE AT -0'-1/2" AFF,
<br />A6.11 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 W/ 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 7/A8.12
<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 />LEGEND
<br />WALL INDICATES SPECIFIC WALL TYPE
<br />I� FIRE EXTINGUISHER IN CABINET, REFER TO
<br />FE GENERAL NOTES
<br />INT. LOAD BRG. WALLS COORD.
<br />W/ STRUCTURAL DRAWINGS
<br />1REMOVEmmwf
<br />ROM UNITS &ADDED FORRIDOR.GC TOO A1.03
<br />RESIDENTIAL BLDG TYPE
<br />I
<br />BLDG # ON SITE
<br />3, 4, 5
<br /># UNITS / BLDG TYPE
<br />52 (3 TOTAL ON SITE)
<br />AIC
<br />NON -A/C
<br />GROSS
<br />1ST FLOOR
<br />13,650
<br />1,686
<br />15,336
<br />2ND FLOOR
<br />13,647
<br />1,485
<br />1 15,132
<br />3RD FLOOR
<br />13,647
<br />1,485
<br />15,132
<br />4TH FLOORS
<br />13,647
<br />1,485
<br />15,132
<br />BUILDING TOTAL
<br />54,591
<br />6,141
<br />60,732
<br />QUANTITY ON SITE
<br />3
<br />TOTAL SF ON SITE
<br />182,196
<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 />SET DISTRIBUTIONS:
<br />11/24/21 100% DD Set
<br />12/23/21 Owner Review Set
<br />02/17/22 Permit Set
<br />z� SHEET REVISIONS:
<br />r PROJECT NO. 4097
<br />U
<br />z
<br />Building Type I -
<br />Third & Fourth
<br />Floor Plan
<br />A5.12
<br />
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