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MARK
<br />DESC
<br />TYPE
<br />W
<br />H
<br />HD HT
<br />(S
<br />REMARKS
<br />AA
<br />F
<br />3
<br />3'4"
<br />6'-0"
<br />8'-0"
<br />18
<br />SEE SHEET NOTE E
<br />SEE SHEET NOTE E
<br />* SEE ELEVATION FOR WINDOW HEAD HEIGHTS-1/A6.11
<br />BUILDING WINDOW SCHEDULE - BUILDING TYPE II
<br />AREAREMARKS
<br />MARK
<br />DESC
<br />TYPE
<br />W
<br />H
<br />HD HT
<br />CC
<br />F
<br />3
<br />T-0"
<br />6'-0"
<br />8'-0"
<br />18
<br />SEE SHEET NOTE E
<br />DID
<br />F
<br />4
<br />3'-0"
<br />3'-0"
<br />9
<br />SEE SHEET NOTE E
<br />BUILDING WINDOW SCHEDULE - BUILDING TYPE I UNIT WINDOW SCHEDULE WINDOW TYPES SHEET NOTES CONTINUED SHEET NOTES
<br />G WINDOWS SHALL MEET ALL FEDERAL, STATE, AND LOCAL A MATERIALS, TYPES, STYLES, SIZES, AND FINISHES FOR WINDOWS TO BE
<br />REQUIREMENTS FOR ACCESSIBILITY, WHERE APPLICABLE, INCLUDING
<br />CLEAR FLOOR SPACE, HEIGHT OF OPERABLE PARTS, AND FORCE
<br />REQUIRED TO ACTIVATE OPERABLE PARTS.
<br />H ALL WINDOWS SHALL BEAR THE APPROVED LABEL WITH THE
<br />PRESSURES LISTED THAT MEET OR EXCEED THE REQUIRED PRESSURE
<br />O FOR THE PROJECT AND BEAR A WDMA OR OTHER APPROVED LABEL
<br />IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS,
<br />AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE
<br />COMPLIANCE WITH THE REQUIREMENT OF AAMANVDMA 101/I.S.2/NAFS.
<br />J EMERGENCY ESCAPE AND RESCUE OPENINGS: IF REQUIRED, WINDOWS ENERGY STAR QUALIFIED, WHERE SPECIFIED. IF REQUIRED THE
<br />O O O INDICATED AS "EMERGENCY EGRESS" ON THE DRAWINGS SHALL CRITERIA FOR U-FACTOR AND SHGC SHALL BE AS INDICATED ON THE
<br />COMPLY WITH APPLICABLE CODE REQUIREMENTS. DRAWINGS OR AS OTHERWISE SPECIFIED.
<br />1 K . WINDOW FRAME PROFILES INDICATED IN THE DETAILS ARE GENERIC C IF REQUIRED BY NOTE ON Al.02, WINDOWS SHALL BE IMPACT RATED
<br />AND MAY NOT REFLECT THE ACTUAL WINDOW PROFILE PER THE AND COMPLY WITH APPLICABLE CODE AND THE AHJ.
<br />AS INDICATED ON THE DRAWINGS AND AS SPECIFIED, WHERE
<br />APPLICABLE, UNLESS OTHERWISE DIRECTED BY THE OWNER AND
<br />APPROVED BY THE ARCHITECT. INSTALL WINDOWS LEVEL, PLUMB,
<br />SQUARE, TRUE TO LINE, ANCHORED SECURELY, AND IN PROPER
<br />RELATION TO FLASHING REQUIREMENTS AND OTHER ADJACENT
<br />CONSTRUCTION. COMPLY WITH DRAWINGS, MANUFACTURER'S WRITTEN
<br />INSTRUCTIONS, AND ALL APPLICABLE CODES.
<br />B ALL EXTERIOR WINDOWS SHALL BE SEALED AND WEATHER STRIPPED.
<br />WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH
<br />THE STATE'S ENERGY CODE. WINDOWS MAY ALSO BE REQUIRED TO BE
<br />* SEE ELEVATION FOR WINDOW HEAD HEIGHTS-11A6,21 WINDOW MANUFACTURER SPECIFIED OR OTHERWISE SELECTED. THE
<br />CONTRACTOR SHALL INSTALL WINDOWS TO PREVENT WATER INTRUSION
<br />D IF REQUIRED, FIRE -RATED WINDOWS SHALL COMPLY WITH APPLICABLE
<br />PER SPECIFICATIONS AND DETAILS INDICATED ON THE DRAWINGS.
<br />CODE, NFPA 80, AND DISPLAY REQUIRED LABELS PER CODE. REFER TO
<br />THE DOOR AND WINDOW SHEETS FOR FIRE -RATED LOCATIONS.
<br />L THE CONTRACTOR MUST SUBMIT PROPOSED WINDOWS TO THE
<br />ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION. THE SUBMITTAL
<br />E GLAZING IN HAZARDOUS LOCATIONS, AS DEFINED BY THE BUILDING
<br />SHALL BE COMPLETE WITH PROPOSED WINDOW INSTALLATION DETAILS
<br />CODE, SHALL HAVE SAFETY GLAZING MATERIAL IN COMPLIANCE WITH
<br />RELATIVE TO THE CONDITIONS INDICATED AND AS NOTED ION THE
<br />THE BUILDING CODE AND CPSC 16 CFR 1201 OR ANSI Z97.1 AS
<br />SPECIFICATIONS.
<br />APPROPRIATE. REFER TO DOOR AND WINDOW SHEETS FOR
<br />HAZARDOUS LOCATIONS.
<br />F OPERABLE WINDOWS, WHERE THE OPENING OF THE SILL PORTION IS
<br />MORE THAN 72" ABOVE THE FINISHED GRADE AND LESS THAN 24" ABOVE
<br />THE FINISHED FLOOR SURFACE, SHALL HAVE WINDOW OPENING
<br />CONTROL DEVICES (WOCD) COMPLIANT WITH ASTM F 2090.
<br />BUILDING WRAP
<br />STONE VENEER
<br />MORTAR SETTING BED
<br />CEMENT PLASTER SCRATCH COAT
<br />MORTAR JOINTS
<br />LATH PER SPECIFICATIONS
<br />ASPHALT PAPER
<br />CONT SEALANT W/ BACKER
<br />ROD AS NEEDED
<br />HARD COAT FOAM BAND
<br />PER ELEVATIONS WI DRIP
<br />-SLOPE TOP 15" MIN
<br />SELF ADHERING FLASHING
<br />CASING BEAD
<br />GAP, NO SEALANT
<br />METAL FLASHING
<br />CONT SEALANT
<br />CONT SEALANT
<br />BEHIND WINDOW FIN
<br />Window Head
<br />at Stone Veneer & Foam Band
<br />EXTERIOR SHEATHING
<br />BUILDING WRAP
<br />STONE VENEER
<br />CEMENT PLASTER SCRATCH COAT
<br />MORTAR SETTING BED
<br />ASPHALT PAPER
<br />CONT SEALANT W/ BACKER
<br />ROD AS NEEDED
<br />LATH PER SPECIFICATIONS
<br />SELF ADHERING FLASHING
<br />CASING BEAD
<br />HARD COAT FOAM BAND
<br />PER ELEVATIONS
<br />CONT SEALANT W/ BACKER
<br />ROD AS NEEDED
<br />CONT SEALANT
<br />BEHIND WINDOW FIN
<br />Window Jamb
<br />at Stone Veneer & Foam Band
<br />WINDOW PER SCHEDULE
<br />SHIM AS NEEDED,1/4" MAX
<br />DISCONTINUOUS SEALANT BEHIND
<br />WINDOW FIN, (2) 2" MIN. GAPS
<br />CONT SEALANT W/ BACKER
<br />ROD AS NEEDED
<br />CASING BEAD
<br />HARD COAT FOAM BAND PER
<br />ELEVATIONS SLOPE TOP 150 MIN
<br />SELF ADHERING FLASHING
<br />CONT SEALANT W/ BACKER
<br />ROD AS NEEDED
<br />ASPHALT PAPER
<br />LATH PER SPECIFICATIONS
<br />MORTAR SETTING BED
<br />MORTAR JOINTS
<br />CEMENT PLASTER SCRATCH COAT
<br />STONE VENEER
<br />BUILDING WRAP
<br />Window Sill
<br />at Stone Veneer & Foam Band
<br />i
<br />EXTERIOR SHEATHING
<br />BUILDING WRAP
<br />FIBER CEMENT LAP SIDING
<br />i
<br />EXTERIOR SHEATHING
<br />i
<br />SELF ADHERING FLASHING
<br />BUILDING WRAP
<br />\ /
<br />(PER FIBER CEMENT PANELMFR
<br />SELF ADHERING FLASHING TO EXTEND
<br />RECOMMENDATIONS)
<br />2" PAST END OF FIBER CEMENT TRIM i
<br />EXTERIOR SHEATHING
<br />FIBER CEMENT PANEL -----.,,,FIBER
<br />CEMENT STARTER STRIP z
<br />HEADER PER STRUCTURAL DRAWINGS
<br />SELF ADHERING FLASHING TO EXTEND
<br />HEADER PER STRUCTURAL DRAWINGS
<br />GAP, NO SEALANT Z
<br />HEADER PER STRUCTURAL DRAWINGS
<br />2" PAST END OF FIBER CEMENT TRIM
<br />INTERIOR SHEATHING
<br />INTERIOR SHEATHING
<br />METAL FLASHING
<br />INTERIOR SHEATHING
<br />CONT SEALANT
<br />SHIM AS NEEDED, 14'MAX
<br />SHIM AS NEEDED, 114" MAX
<br />SHIM AS NEEDED, 1l4" MAX
<br />5/4 FIBER CEMENT TRIM
<br />\
<br />SLOPE TOP AT 15" \
<br />CONT SEALANT
<br />METAL FLASHING----_514
<br />FIBER CEMENT TRIM z
<br />\
<br />N
<br />METAL FLASHING N
<br />GAP, NO SEALANT ��� oo
<br />GAP, NO SEALANT
<br />CONT SEALANT AT ROUGH
<br />CONT SEALANT
<br />CONT SEALANT AT ROUGH
<br />CONT SEALANT
<br />CONT SEALANT AT ROUGH
<br />OPENING TO WINDOW FRAME
<br />OPENING TO WINDOW FRAME
<br />OPENING TO WINDOW FRAME
<br />CONT SEALANT
<br />CONT SEALANT
<br />CONT SEALANT AT RETURN
<br />BEHIND WINDOW FIN
<br />CONT SEALANT AT RETURN
<br />BEHIND WINDOW FIN
<br />CONT SEALANT AT RETURN
<br />TO WINDOW FRAME
<br />TO WINDOW FRAME
<br />TO WINDOW FRAME
<br />WINDOW PER SCHEDULE
<br />WINDOW PER SCHEDULE
<br />WINDOW PER SCHEDULE
<br />Window Head
<br />( � �W�ido�wHe ad
<br />3" = 1'-0" v i at Fiber Cement Panel
<br />EXTERIOR SHEATHING
<br />BUILDING WRAP
<br />(PER FIBER CEMENT PANEL
<br />MFR RECOMMENDATIONS)
<br />FIBER CEMENT PANEL
<br />OR SHEATHING SELF ADHERING FLASHING
<br />TO EXTEND 2" PAST END
<br />FRAMING PER STRUCTURAL OF FIBER CEMENT TRIM
<br />INGS
<br />CONT SEALANT
<br />\S NEEDED,1/4" MAX
<br />5/4 FIBER CEMENT TRIM
<br />NG WRAP
<br />CONT SEALANT
<br />BEHIND WINDOW FIN
<br />SEALANT AT ROUGH
<br />NG TO WINDOW FRAME
<br />SEALANT AT
<br />tN TO WINDOW FRAME
<br />)W PER SCHEDULE
<br />3" = 1'-011
<br />CONT SEALANT AT SILL
<br />TO WINDOW FRAME
<br />CONT SEALANT AT ROUGH
<br />OPENING TO WINDOW FRAME
<br />WOODEN BACK DAM
<br />SELF ADHERING FLASHING,
<br />WRAPPED INTO ROUGH OPENING
<br />AND OVER WOODEN BACK DAM
<br />CONT SEALANT
<br />APRON & SILL SELECTED BY OWNER
<br />CONT SEALANT
<br />WOOD FRAMING PER STRUCTURAL
<br />DRAWINGS
<br />INTERIOR SHEATHING
<br />EXTERIOR SHEATHING
<br />3" = 1'-0"
<br />CONT SEALANT WITH
<br />BACKER ROD AS NEEDED
<br />3" = 1'-0"
<br />INTERIOR SHEATHING
<br />WOOD FRAMING PER STRUCTURAL
<br />DRAWINGS
<br />SHIM AS NEEDED, 1/4"MAX
<br />L:LBUILDING WRAP,
<br />i FOLD INTO OPENING
<br />Window Jamb
<br />at Fiber Cement Panel
<br />WINDOW PER SCHEDULE
<br />SHIM AS NEEDED,1/4" MAX
<br />CONT SEALANT W/ BACKER
<br />ROD AS NEEDED
<br />DISCONTINUOUS SEALANT BEHIND
<br />WINDOW FIN, (2) 2" MIN. GAPS
<br />5/4 FIBER CEMENT TRIM
<br />SLOPE TOP AT 150
<br />CONT SEALANT
<br />SELF ADHERING FLASHING
<br />TO EXTEND 2" PAST END
<br />OF FIBER CEMENT TRIM
<br />FIBER CEMENT PANEL
<br />BUILDING WRAP
<br />(PER FIBER CEMENT PANEL
<br />MFR RECOMMENDATIONS)
<br />EXTERIOR SHEATHING
<br />Window Sill
<br />at Fiber Cement Panel
<br />CONT SEALANT AT ROUGH
<br />OPENING TO WINDOW FRAME
<br />CONT SEALANT AT
<br />RETURN TO WINDOW FRAME
<br />WINDOW PER SCHEDULE
<br />3" = 1'-0"
<br />CONT SEALANT AT SILL
<br />TO WINDOW FRAME
<br />CONT SEALANT AT ROUGH
<br />OPENING TO WINDOW FRAME
<br />SELF ADHERING FLASHING,
<br />FOLD INTO OPENING
<br />'CONT SEALANT
<br />APRON & SILL SELECTED BY OWNER
<br />CONT SEALANT
<br />i
<br />WOOD FRAMING PER STRUCTURAL
<br />DRAWINGS
<br />INTERIOR SHEATHING
<br />i
<br />3" = 1'-0"
<br />at Fiber Cement Lap Siding
<br />EXTERIOR SHEATHING -
<br />BUILDING WRAP -
<br />FIBER CEMENT LAP SIDING -
<br />SELF ADHERING FLASHING -
<br />TO EXTEND 2" PAST END
<br />OF FIBER CEMENT TRIM
<br />CONT SEALANT-
<br />5/4 FIBER CEMENT TRIM-
<br />CONT SEALANT -
<br />BEHIND WINDOW FIN
<br />CONT SEALANT WITH -
<br />BACKER ROD AS NEEDED
<br />3" = 1'-0"
<br />INTERIOR SHEATHING
<br />WOOD FRAMING PER STRUCTURAL
<br />DRAWINGS
<br />i
<br />SHIM AS NEEDED, 1/4" MAX
<br />/ BUILDING WRAP,
<br />i FOLD INTO OPENING
<br />Window Jamb
<br />at Fiber Cement Lap Siding
<br />WINDOW PER SCHEDULE
<br />SHIM AS NEEDED,1/4" MAX
<br />CONT SEALANT W/ BACKER
<br />ROD AS NEEDED
<br />DISCONTINUOUS SEALANT BEHIND
<br />WINDOW FIN, (2) 2" MIN. GAPS
<br />5/4 FIBER CEMENT TRIM
<br />SLOPE TOP AT 15"
<br />CONT SEALANT
<br />SELF ADHERING FLASHING
<br />TO EXTEND 2" PAST END
<br />OF FIBER CEMENT TRIM
<br />FIBER CEMENT LAP SIDING
<br />BUILDING WRAP
<br />EXTERIOR SHEATHING
<br />Window Sill
<br />at Fiber Cement Lap Siding
<br />CONT SEALANT AT ROUGH
<br />OPENING TO WINDOW FRAME
<br />CONT SEALANT AT
<br />RETURN TO WINDOW FRAME
<br />WINDOW PER SCHEDULE
<br />3" = 1'-0"
<br />kLANT AT SILL
<br />)W FRAME
<br />kLANT AT ROUGH
<br />TO WINDOW FRAME
<br />IERING FLASHING,
<br />D OPENING
<br />kLANT
<br />SILL SELECTED BY OWNER
<br />kLANT
<br />AMING PER STRUCTURAL
<br />S
<br />SHEATHING
<br />3" = 1'-011
<br />ro
<br />FORUME
<br />ARCHITECTURE &
<br />a
<br />INTERIOR DESIGN, INC.
<br />C
<br />C
<br />m
<br />237 S. Westmonte Drive, Suite 220
<br />`o
<br />Altamonte Springs, FL 32714
<br />c 407.830.1400
<br />AR97193
<br />www.foru marchitecture.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 />11/24/21 100% DID Set
<br />L 12/23/21 Owner Review Set
<br />02/17/22 Permit Set
<br />Q SHEET REVISIONS:
<br />r PROJECT NO. 4097
<br />F
<br />Apartments -
<br />Window Schedules
<br />& Details
<br />A9.21
<br />MARK
<br />DESC
<br />TYPE
<br />W
<br />H
<br />HD HT
<br />NSF)
<br />REMARKS
<br />A
<br />SH
<br />1
<br />3'-0"
<br />6-4'
<br />$'-0"
<br />18
<br />B
<br />SH
<br />2
<br />6'-0"
<br />6-0"
<br />8'-0"
<br />36
<br />C
<br />SH
<br />1
<br />2'-0"
<br />4'4"
<br />8'-0"
<br />9
<br />D
<br />SH
<br />1
<br />2'4"
<br />4'-8"
<br />8'-0"
<br />12
<br />
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