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<br />RE: STRUCTURAL
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<br />RE: STRUCTURAL
<br />- FINISH FLOOR
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<br />INSULATION
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<br />FINISH GRADE MATERIAL AND HEIGHT
<br />VARIES PER PROJECT, RE: CIVIL
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<br />UNDERGROUND UTILITY CONDUITS -
<br />RE: CIVIL
<br />o n STONE UTILITY KNEE WALL
<br />0 J 3" = 1'-0"
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<br />RE'. WALL TYPES
<br />GC SHALL BE RESPONSIBLE FOR STONE VENEER
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<br />ANCHORAGE, TYP AT DOORS &
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<br />BACKFILL WALL
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<br />BLOCKING PROVIDED BY CONTRACTOR, AS
<br />REQUIRED BY CANOPY FABRICATOR OR
<br />STRUCTURAL ENGINEER (WHICHEVER IS
<br />MORE STRINGENT). CONTRACTOR SHALL
<br />COORDINATE LOCATION AND SIZES.
<br />ANCHORAGE BY CANOPY FABRICATOR.
<br />CANOPY ANCHORS SHALL NOT PENETRATE
<br />INTERIOR WALL FINISH WHERE BELOW FINISH
<br />CEILING, TYP.
<br />FABRICATOR -
<br />WOOD BLOCKING SHOWN HERE
<br />IN METAL STUD WALL WITHIN 18" OF
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<br />CXV
<br />PRESSURE TREATED EQUAL TO D-BLAZE
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<br />BY VIANCE.
<br />OTHER LOCATIONS: UNTREATED
<br />I LUMBER.
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<br />INTERIOR SHEATHING & FINISH - RE:
<br />STRUCTURAL (FOR DOUBLE SIDED SHEAR
<br />30# FELT WITH 6" TYP
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<br />OVERLAPS
<br />FINISH SCHEDULE, WALL & PARTITION TYPE
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<br />NOTES
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<br />METAL LATH
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<br />MEMBRANE AIR AND
<br />MOISTURE BARRIER
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<br />B1 3" = 1'-0"
<br />"'ERIOR SHEATHING & FINISH -
<br />STRUCTURAL (FOR DOUBLE
<br />)ED SHEAR WALL LOCATIONS)
<br />-ERIOR ELEVATIONS, FINISH
<br />HEDULE, WALL & PARTITION
<br />'E NOTES
<br />CORNER FINISH
<br />- RE: INTERIOR ELEVATIONS
<br />SEALANT
<br />PLASTIC SHIMS
<br />GC SHALL BE RESPONSIBLE
<br />FOR BUILDING CODE
<br />COMPLIANT ANCHORAGE,
<br />TYP AT DOORS & WINDOWS
<br />ALUMINUM STOREFRONT &
<br />GLAZING
<br />BACKER ROD & SEALANT
<br />STONE VENEER CORNER
<br />UNIT AS NEEDED
<br />ALIGN OUTSIDE FACE OF STOREFRONT
<br />FRAME WITH OUTSIDE FACE OF STUDS
<br />GC SHALL BE RESPONSIBLE FOR
<br />BUILDING CODE COMPLIANT
<br />ANCHORAGE, TYP AT DOORS &
<br />WINDOWS
<br />SEALANT
<br />CORNER FINISH
<br />- RE: INTERIOR ELEVATIONS
<br />SILL WEDGE
<br />WALL FRAMING & INSULATION
<br />- RE: STRUCTURAL & WALL TYPES
<br />INTERIOR SHEATHING & FINISH -
<br />RE: STRUCTURAL (FOR DOUBLE
<br />SIDED SHEAR WALLS), INTERIOR
<br />ELEVATIONS, FINISH SCHEDULE,
<br />WALL & PARTITION TYPE NOTES
<br />INTERIOR SHEATHING &
<br />FINISH - RE: STRUCTURAL
<br />(FOR DOUBLE SIDED SHEAR
<br />WALL LOCATIONS). INTERIOR
<br />ELEVATIONS, FINISH
<br />SCHEDULE; WALL &
<br />PARTITION TYPE NOTES
<br />CORNER FINISH
<br />- RE: INTERIOR ELEVATIONS
<br />SEALANT
<br />GC SHALL BE RESPONSIBLE
<br />FOR BUILDING CODE
<br />COMPLIANT ANCHORAGE,
<br />TYP AT DOORS & WINDOWS
<br />PLASTIC SHIMS
<br />ALUMINUM STOREFRONT &
<br />GLAZING
<br />BACKER ROD & SEALANT
<br />STONE VENEER CORNER
<br />UNIT AS NEEDED
<br />EXTERIOR SHEATHING
<br />- RE: STRUCTURAL
<br />WALL FRAMING & INSULATION
<br />- RE: WALL TYPES &
<br />STRUCTURAL
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<br />� ° 0 CD CD
<br />I)
<br />Chick-fil-A
<br />5200 Buffington Road
<br />Atlanta, Georgia
<br />30349-2998
<br />C
<br />■
<br />This item has been electronically signed
<br />and sealed by Timonthy S. Burnett on the
<br />date shown using Digital Signature.
<br />Printed copies of this document are not
<br />considered signed and waled and the
<br />signature must be verified on any
<br />electronic copies.
<br />Digitally signed by Timothy
<br />Burnett
<br />DN: c=US, o=Unaffiliated,
<br />ou=A01410C000001725CED626
<br />000018011, cn=Timothy Burnett
<br />Date: 2020.11.25 15:30:23-06'00'
<br />FSR#04040
<br />BUILDING TYPE / SIZE. P13 LC ALL
<br />RELEASE: v2 20.02
<br />REVISION SCHEDULE
<br />NO. DATE DESCRIPTION
<br />1 11/25/2020 FOR BID
<br />A
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<br />i
<br />CORNER FINISH BEYOND
<br />- RE: INTERIOR ELEVATION
<br />STONE VENEER BEYOND
<br />- ?
<br />ALUMINUM STOREFRONT
<br />}
<br />FRAME BEYOND
<br />DOOR AS SCHEDULED
<br />THRESHOLD PER FPA
<br />OUSTIDE FACE OF STOREFRONT —
<br />t
<br />FRAME BEYOND
<br />-`--= _—
<br />GC SHALL BE RESPONSIBLE F R
<br />SLOPE FOR POSITIVE
<br />BUILDING CODE COMPLIAN
<br />DRAINAGE
<br />��
<br />ANCHORAGE, TYP AT DOOR &
<br />WINDOWS
<br />j
<br />CONSULTANT PROJECT # 17013
<br />' 3/4"
<br />FINISH FLOOR
<br />A
<br />PRINTED FOR
<br />j
<br />PERMIT
<br />'L
<br />DATE
<br />07/29/2020
<br />CONCRETE WALK - RE: CIVIL
<br />°° °
<br />`
<br />DRAWN BY
<br />Author
<br />°
<br />d" °
<br />Information contained on this drawing and in all digital files
<br />n `.e 1/2" RE: FPA
<br />° a
<br />' < e
<br />a °
<br />produced for above named project may not be reproduced in
<br />any manner without express written or verbal consent from
<br />m
<br />authorized project representatives.
<br />EXPANSION JOINT - RE: CIVIL
<br />° ` d ° " _ ° °
<br />CONCRETE SLAB & FOOTING
<br />W
<br />SHEET
<br />RE: STRUCTURAL
<br />EXTERIOR DETAILS
<br />COMPACTED SUBGRADE
<br />°
<br />SHEET NUMBER
<br />(Al
<br />STONE - STOREFRONT CONFIG B THRESHOLD
<br />A=503
<br />3" = V-0"
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