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SHEET NUMBER
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<br />
<br />SEAL
<br />Corporate Office:
<br />3025 Highland Parkway | Suite 850
<br />Downers Grove, IL 60515
<br />info@sevansolutions.com
<br />www.sevansolutions.com
<br />INTEGRITY | RESPECT | TEAMWORK
<br />EXCELLENCE | CHARITY
<br />DESIGN SOLUTIONS, P.C.
<br />27
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<br />4
<br />2
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<br />2
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<br />/
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<br />M
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<br />21
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<br />
<br />CONTRACTOR NOTES:
<br />SCALE:
<br />1
<br />A1.0
<br />FLOOR PLAN
<br />3/16" = 1'-0"
<br />ENSURE THERE IS GYP. BD. INSTALLED TO THE DECK ON HIBBETT'S SIDE OF DEMISING WALLS, SEE T1.0 FOR RESPONSIBILITY.
<br />HIBBETT SPORTING GOODS, INC. IS RESPONSIBLE FOR THE DESIGN INTERPRETATION OF THE CONSTRUCTION DOCUMENTS.
<br />ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR APPROVAL WILL BE CORRECTED BY THE CONTTRACTOR AT THE
<br />CONTRACTOR'S COST.
<br />FIRE EXTINGUISHER, ELECTRICAL PANELS, TELEPHONE EQUIPMENT BOARDS, ETC., SHALL BE LOCATED IN ACCORDANCE WITH
<br />REQUIREMENTS SET BY THE GOVERNING AGENCIES. ANY LOCATIONS NOT SHOWN SHALL BE VERIFIED WITH HIBBETT
<br />SPORTING GOODS, INC. PRIOR TO ROUGH-IN AND INSTALLATION. MAINTAIN INTEGRITY OF FIRE WALL RATING REQUIREMENTS.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY THEIR SUBCONTRACTOR'S WORK.
<br />IN THE CONTRACTOR ENCOUNTERS MATERIAL ON THE SITE BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB),
<br />OR OTHER TOXIC MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP
<br />WORK IN THE AREA AFFECTED AND REPORT THE CONDITION IN WRITING TO THE OWNER AND HIBBETT SPORTING GOODS, INC.
<br />THE CONTRACTOR SHALL VERIFY THE CONSTRUCTION OF EXISTING FIRE RATED ASSEMBLIES (PARTITIONS, FLOORS, ROOFS,
<br />DOORS, AND FRAMES) MEET THE RATINGS DESIGNATED ON THE DRAWINGS. IF DISCREPANCIES ARE DISCOVERED, THE
<br />CONTRACTOR SHALL MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ATTAIN THE PROPER RATINGS AND TO MEET
<br />LOCAL GOVERNING CODES. CONTRACTOR IS TO MAINTAIN ALL EXISTING AND NEW FIRE RATED CONSTRUCTION. PATCH AND
<br />SEAL ALL PENETRATIONS AS REQUIRED TO MAINTAIN FIRE RATINGS.
<br />THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT SPORTING GOODS,
<br />INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD
<br />OBSERVATIONS AND/OR THE AS-BUILT CONSTRUCTION DOCUMENTS.
<br />THE CONTRACTOR SHALL REMOVE ALL ABANDONED SYSTEMS AND CAP OR REMOVE EXISTING BRANCH LINES AS INDICATED
<br />IN THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. IF AN EXISTING SYSTEM IS TO REMAIN, RELOCATE AND/OR
<br />REROUTE AS REQUIRED.
<br />THE CONTRACTOR SHALL SURVEY AND DETERMINE THE REMOVAL OF EXISTING CONSTRUCTION, EITHER WHOLE OR IN PART,
<br />AS REQUIRED FOR THE INSTALLATION OF NEW MECHANICAL, PLUMBING, AND ELECTRICAL WORK.
<br />THE CONTRACTOR SHALL NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY CONSTRUCTION DEFECTS FOUND WHEN
<br />UNCOVERING WORK AT THE CONSTRUCTION SITE.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING DEFECTIVE WORK IN EXISTING CONSTRUCTION WITHIN THE
<br />LIMITS OF THE CONSTRUCTION AREA. THIS INCLUDES, BUT IS NOT LIMITED TO, UNEVEN SURFACES AND FINISHES AT
<br />PLASTER OR GYPSUM BOARD. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH NEW ADJACENT
<br />SURFACES.
<br />ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR HIBBETT SPORTING GOODS, INC. APPROVAL WILL BE CORRECTED
<br />BY THE CONTRACTOR AT CONTRACTOR'S COST.
<br />THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT SPORTING GOODS,
<br />INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD
<br />OBSERVATIONS AND/OR THE AS-BUILT CONSTRUCTION DOCUMENTS.
<br />THE CONTRACTOR SHALL NOT SCALE DRAWINGS.
<br />DIMENSIONS ARE NOT ADJUSTABLE UNLESS NOTED WITH PLUS/MINUS TOLERANCE.
<br />DIMENSIONS ARE AS FOLLOWS UNLESS NOTED OTHERWISE:
<br />CONCRETE - FROM FACE OF CONCRETE TO FACE OF CONCRETE
<br />MASONRY - FROM FACE OF MASONRY TO FACE OF MASONRY OR FINISHED FACE OF INTERIOR WALL
<br />INTERIOR WALLS - FROM FINISHED FACE OF GYP BD TO FINISHED FACE OF GYP BD UNLESS NOTED OTHERWISE
<br />INTERIOR ELEVATION - FROM FINISHED FLOOR TO FINISHED CEILING OR FINISHED WALL TO FINISHED WALL
<br />DOOR SHALL BE LOCATED WITH 18" MIN. CLEAR ON LATCH PULL SIDE AND 12" MIN. CLEAR ON LATCH PUSH SIDE, UNLESS
<br />OTHERWISE NOTED.
<br />DIMENSION NOTES:
<br />1
<br />SCALE:
<br />2
<br />A1.0
<br />COLUMN DETAIL
<br />3/4" = 1'-0"
<br />PARTITION KEY NOTE
<br />EXISTING WALLS TO REMAIN
<br />LEGEND:
<br />EXISTING PERIMETER/DEMISING WALLS
<br />NEW FULL HEIGHT PARTITION
<br />X
<br />NEW 4'-0" PARTITION
<br />A1.0
<br />DI
<br />M
<br />E
<br />N
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<br />O
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<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />DA
<br />T
<br />A
<br />RA
<br />C
<br />K
<br />STOCK AREA
<br />101
<br />TLT ROOM
<br />102
<br />TLT ROOM
<br />103
<br />FITTING
<br />ROOM
<br />104
<br />PLY
<br />ALONG ALL
<br />EXTERIOR WALLS,
<br />TYP. SEE DETAIL
<br />A/A2.3
<br />FITTING ROOM
<br />BENCH. SEE DETAIL
<br />9/A2.2
<br />SAW CUT AND REMOVE
<br />EXISTING CONCRETE
<br />SLAB AS REQUIRED TO
<br />INSTALL NEW CONDUITS
<br />FOR POWER AND DATA.
<br />PATCH SLAB AS
<br />REQUIRED TO MATCH
<br />EXISTING ADJACENT
<br />FLOOR CONSTRUCTION.
<br />SEE SHEETS E1.0 & E4.0
<br />FOR DETAILS.
<br />5
<br />1'-0"
<br />SENSORMATIC
<br />PEDESTALS (2 TYP)
<br />P5
<br />EXISTING ADJACENT RETAIL TENANT
<br />(NO WORK)
<br />6'
<br />-
<br />0
<br />"
<br />4'
<br />-
<br />0
<br />"
<br />
<br />8'
<br />-
<br />0
<br />"
<br />4 7 8"
<br />5'
<br />-
<br />1
<br />0
<br />5 8"
<br />5'
<br />-
<br />6
<br />1 4"
<br />68
<br />'
<br />-
<br />1
<br />1
<br />7 8"
<br />±
<br />9
<br />5
<br />'
<br />-
<br />5
<br />7 8"
<br />E
<br />X
<br />T
<br />E
<br />N
<br />T
<br />
<br />O
<br />F
<br />
<br />D
<br />E
<br />M
<br />I
<br />S
<br />E
<br />D
<br />
<br />A
<br />R
<br />E
<br />A
<br />7'-0"7'-01
<br />4"4'-1 3
<br />4"47
<br />8"38'-23
<br />4"
<br />± 60'-05
<br />8" EXTENT OF DEMISED AREA
<br />1
<br />9
<br />'
<br />-
<br />9
<br />1 4"
<br />4'-8 3
<br />8"1'-61
<br />2" 1'-61
<br />2"
<br />1
<br />'
<br />-
<br />1
<br />3 4"
<br />1'-61
<br />2"
<br />11'-1 3
<br />8"
<br />47
<br />8"
<br />7'-8"
<br />47
<br />8"
<br />21'-5"17'-21
<br />4"
<br />4'
<br />-
<br />8
<br />5 8"
<br />21
<br />'
<br />-
<br />1
<br />0
<br />"
<br />4'
<br />-
<br />8
<br />"
<br />
<br />5'
<br />-
<br />3
<br />1 2"
<br />6'
<br />-
<br />2
<br />1 8"
<br />6'
<br />-
<br />0
<br />"
<br />
<br />6'
<br />-
<br />2
<br />1 8"
<br />1
<br />9
<br />'
<br />-
<br />0
<br />1 2"
<br />1
<br />9
<br />'
<br />-
<br />9
<br />5 8"
<br />1
<br />'
<br />-
<br />0
<br />"
<br />8"
<br />
<br />9 1 8"3'-
<br />0
<br />"
<br />
<br />6'
<br />-
<br />0
<br />"
<br />
<br />3'-
<br />0
<br />"
<br />
<br />63
<br />'
<br />-
<br />0
<br />"
<br />
<br />3'-
<br />0
<br />"
<br />
<br />734"
<br />3'-
<br />0
<br />"
<br />1
<br />1
<br />'
<br />-
<br />0
<br />7 8"
<br />19'-1 1
<br />2"
<br />71
<br />8"
<br />37'-51
<br />4"
<br />8'
<br />-
<br />0
<br />"
<br />478"
<br />G.C. TO BUILD OUT COLUMN
<br />AROUND EXISTING BEAM. SEE
<br />DETAIL 2/A1.0 & ELEVATION 2/A2.2
<br />FOR FURTHER INFORMATION.
<br />G.C. TO BUILD OUT COLUMN
<br />AROUND EXISTING BEAM. SEE
<br />DETAIL 2/A1.0 & ELEVATION 2/A2.2
<br />FOR FURTHER INFORMATION.
<br />6"
<br />6'-6"3'-0"
<br />5
<br />6R
<br />3
<br />4
<br />4
<br />P7
<br />P7
<br />P6
<br />P8
<br />P2
<br />SALES AREA
<br />100
<br />93
<br />'
<br />-
<br />8
<br />1 2"
<br />I
<br />N
<br />S
<br />I
<br />D
<br />E
<br />
<br />T
<br />O
<br />
<br />I
<br />N
<br />S
<br />I
<br />D
<br />E
<br />
<br />P4
<br />8'-03
<br />4"
<br />6"8"
<br />3'-61
<br />4"
<br />1
<br />'
<br />-
<br />1
<br />3 4"
<br />1
<br />'
<br />-
<br />1
<br />3 4"
<br />8
<br />NEW SECURITY GATE
<br />(INTERIOR @ ENTIRE
<br />STOREFRONT AND
<br />ENTRY DOOR(S).)
<br />8
<br />NEW SECURITY GATE
<br />(INTERIOR @ ENTIRE
<br />STOREFRONT AND
<br />ENTRY DOOR(S).)
<br />8
<br />NEW SECURITY GATE
<br />(INTERIOR @ ENTIRE
<br />STOREFRONT AND
<br />ENTRY DOOR(S).)
<br />2
<br />7
<br />5"
<br />
<br />8" 5"
<br />8'
<br />-
<br />3
<br />7 8"
<br />6'
<br />-
<br />0
<br />1 2"
<br />478"
<br />30
<br />'
<br />-
<br />9
<br />1 8"
<br />13'-1 1
<br />2"
<br />SIM.
<br />SIM.
<br />P9
<br />P3
<br />1
<br />P11
<br />P1
<br />3'-41
<br />4"
<br />P9
<br />P9
<br />P10
<br />CORRIDOR
<br />105
<br />PLY
<br />9"
<br />3'-0"
<br />PLY
<br />1
<br />'
<br />-
<br />7
<br />1 2"
<br />3'-
<br />0
<br />"
<br />
<br />EXISTING F.H.
<br />DEMISING WALL
<br />LINE OF EXISTING
<br />OVERHANG ABOVE
<br />LINE OF EXISTING
<br />OVERHANG ABOVE
<br />2'
<br />-
<br />4
<br />1 2"
<br />478"
<br />3'-
<br />6
<br />"
<br />1
<br />1
<br />'
<br />-
<br />4
<br />5 8"
<br />3'-6"
<br />47
<br />8"
<br />10'-71
<br />4"
<br />10'-23
<br />8"
<br />1
<br />0
<br />'
<br />-
<br />1
<br />1
<br />3 4"
<br />8
<br />NEW SECURITY GATE
<br />(INTERIOR @ ENTIRE
<br />STOREFRONT AND
<br />ENTRY DOOR(S).)
<br />SYM.
<br />418"
<br />1
<br />4
<br />'
<br />-
<br />8
<br />5 8"
<br />NE
<br />W
<br />
<br />1
<br />-
<br />H
<br />O
<br />U
<br />R
<br />
<br />F
<br />I
<br />R
<br />E
<br />
<br />R
<br />A
<br />T
<br />E
<br />D
<br />
<br />W
<br />A
<br />L
<br />L
<br />8'-55
<br />8"
<br />1-HOUR
<br />FIRE RATED WALL
<br />SIM.
<br />P5
<br />SIM.
<br />EXTEND EXISTING PARTITION
<br />UP TO UNDERSIDE OF ROOF
<br />DECK ABOVE & PROVIDE 1
<br />LAYER 5/8" FIRE CODE
<br />DRYWALL UP TO UNDERSIDE
<br />OF DECK ABOVE
<br />EXISTING WALL NEW WALL
<br />P2
<br />SIM.
<br />P12
<br />P12
<br />WALL PARTITION 1 HOUR RATED
<br />ANSI/UL 263 - DESIGN NO. U419
<br />PARTITION LEGEND
<br />TOILET ROOM
<br />NOTE: DIMENSIONS ARE FROM FACE OF GYPSUM
<br />BOARD TO FACE OF GYPSUM BOARD, U.N.O.
<br />TLT ROOM CORRIDOR
<br />SEE FINISH NOTES
<br />FOR FLOOR FINISH
<br />NOTE: ALL STEEL STUDS MUST BE SCREWED
<br />TOP AND BOTTOM ON BOTH SIDES
<br />FITTING ROOM PARTITION
<br />P2
<br />P4 P3
<br />P1
<br />P6
<br />FITTING ROOM/STOCK ROOMP7
<br />EXISTING PLUMBING WALLP11
<br />EXISTING EXTERIOR WALLP9
<br />EXISTING DEMISING WALLP10
<br />DISPLAY WALL PARTITIONP5
<br />CEILING TRACK ATTACHED
<br />TO CEILING GRID
<br />3 5/8"-20 GA. STEEL STUDS
<br />@ 16" O.C. W/ TYPE "X" 5/8"
<br />GYP. BD. ON EACH SIDE
<br />CONTINUOUS METAL FLOOR
<br />TRACK W/ POWER ACTIVATED
<br />FASTENERS @ 32" O.C.
<br />5/8" DRYWALL OVER
<br />5 1/2" 20 GA. METAL
<br />SUDS @ 16" O.C.
<br />SPAN IN SHORT
<br />DIRECTION OF ROOM
<br />NOTE: ALL STEEL STUDS MUST BE SCREWED
<br />TOP AND BOTTOM ON BOTH SIDES
<br />TLT ROOM
<br />TLT ROOM
<br />SEE FINISH NOTES
<br />FOR FLOOR FINISH
<br />5 1/2" 20 GA. METAL
<br />STUD CROSS BRACE @
<br />32" O.C.. CONNECTED
<br />TO CEILING JOISTS
<br />WITH #10 SCREW AT
<br />32" O.C.
<br />CONTINUOUS METAL
<br />STUD TOP TRACK
<br />5/8" DRYWALL OVER
<br />5 1/2" 20 GA. METAL
<br />SUDS @ 16" O.C.
<br />SPAN IN SHORT
<br />DIRECTION OF ROOM
<br />CONTINUOUS METAL
<br />FLOOR TRACK W/
<br />POWER ACTIVATED
<br />FASTENERS @ 32" O.C.
<br />5/8" DRYWALL ON EACH
<br />SIDE OF 3 5/8" METAL
<br />STUDS @ 16" O.C.
<br />CORRIDOR
<br />SALES AREA
<br />SEE FINISH NOTES
<br />FOR FLOOR FINISH
<br />NOTE: ALL STEEL STUDS MUST BE SCREWED
<br />TOP AND BOTTOM ON BOTH SIDES
<br />CONTINUOUS METAL
<br />FLOOR TRACK W/
<br />POWER ACTIVATED
<br />FASTENERS @ 32" O.C.
<br />EXISTING ROOF JOIST
<br />HOLD STUD MIN. 1"
<br />BELOWW TRACK
<br />CONTINUOUS TOP
<br />TRACK W/ 3" SLOTTED
<br />LEG - ATTACHED TO
<br />UNDERSIDE OF B.J. TOP
<br />CHORP
<br />1
<br />"
<br />SCRIBE DOWN
<br />TO DECK ABOVE
<br />CEILING TILE & GRID
<br />5 1/2" CONTINUOUS METAL
<br />STUD TRACK ATTACHED
<br />TO VERTICAL STUDS
<br />5/8" DRYWALL OVER 5 1/2"
<br />20 GA. METAL SUDS @ 16"
<br />O.C. SPAN IN SHORT
<br />DIRECTION OF ROOM
<br />FIRE CAULK AS REQ'D
<br />SALES AREA
<br />NOTE: ALL STEEL STUDS MUST BE SCREWED
<br />TOP AND BOTTOM ON BOTH SIDES
<br />SEE FINISH NOTES
<br />FOR FLOOR FINISH
<br />CONTINUOUS TOP TRACK
<br />CLIP EACH CROSS BRACE
<br />TO FORM A FLANGE TO
<br />FASTEN INTO TOP TACK
<br />3 5/8" 20. GA DIAG.
<br />BRACES @ 48" O.C.
<br />ALTERNATE
<br />4 #4 10-16
<br />FASTENERS, TYP.
<br />3 5/8" 20 GA. METAL
<br />STUD CROSS BRACE.
<br />LOCATE @ B.J. PANEL
<br />POINTS ACROSS 2
<br />TRUSSES MIN.
<br />EXISTING ROOF DECK
<br />EXISTING
<br />ROOF
<br />JOIST
<br />CONTINUOUS METAL
<br />FLOOR TRACK W/ POWER
<br />ACTIVATED FASTENERS
<br />@ 32" O.C.
<br />5/8" DRYWALL ON EACH
<br />SIDE OF 3 5/8" METAL
<br />STUDS @ 16" O.C.CEILING TILE & GRID
<br />CORRIDOR
<br />STOCK ROOM
<br />SEE FINISH NOTES
<br />FOR FLOOR FINISH
<br />NOTE: ALL STEEL STUDS MUST BE SCREWED
<br />TOP AND BOTTOM ON BOTH SIDES
<br />CONTINUOUS METAL
<br />FLOOR TRACK W/
<br />POWER ACTIVATED
<br />FASTENERS @ 32" O.C.
<br />EXISTING ROOF JOIST
<br />1
<br />"
<br />HOLD STUD MIN. 1"
<br />BELOWW TRACK
<br />CONTINUOUS TOP TRACK
<br />W/ 3" SLOTTED LEG -
<br />ATTACHED TO UNDERSIDE
<br />OF B.J. TOP CHORP
<br />FIRE CAULK AS REQ'D
<br />5/8" DRYWALL OVER 5 1/2"
<br />20 GA. METAL SUDS @ 16"
<br />O.C. SPAN IN SHORT
<br />DIRECTION OF ROOM
<br />5 1/2" CONTINUOUS METAL
<br />STUD TRACK ATTACHED
<br />TO VERTICAL STUDS
<br />SCRIBE DOWN
<br />TO DECK ABOVE
<br />SALES AREA
<br />STOREFRONT
<br />FITTING ROOM
<br />NOTE: ALL STEEL STUDS MUST BE SCREWED
<br />TOP AND BOTTOM ON BOTH SIDES
<br />SEE FINISH NOTES
<br />FOR FLOOR FINISH
<br />CONTINUOUS TOP TRACK
<br />CLIP EACH CROSS BRACE
<br />TO FORM A FLANGE TO
<br />FASTEN INTO TOP TACK
<br />3 5/8" 20. GA DIAG.
<br />BRACES @ 48" O.C.
<br />ALTERNATE
<br />4 #4 10-16
<br />FASTENERS, TYP.
<br />EXISTING ROOF DECK
<br />CONTINUOUS METAL
<br />FLOOR TRACK W/ POWER
<br />ACTIVATED FASTENERS
<br />@ 32" O.C.
<br />5/8" DRYWALL ON EACH
<br />SIDE OF 3 5/8" METAL
<br />STUDS @ 16" O.C.
<br />STOCK ROOM
<br />5 1/2" CONTINUOUS METAL
<br />STUD TRACK ATTACHED
<br />TO VERTICAL STUDS
<br />5/8" DRYWALL OVER 5 1/2"
<br />20 GA. METAL SUDS @ 16"
<br />O.C. SPAN IN SHORT
<br />DIRECTION OF ROOM
<br />FITTING ROOM
<br />NOTE: ALL STEEL STUDS MUST BE SCREWED
<br />TOP AND BOTTOM ON BOTH SIDES
<br />SEE FINISH NOTES
<br />FOR FLOOR FINISH
<br />CONTINUOUS TOP TRACK
<br />CLIP EACH CROSS BRACE
<br />TO FORM A FLANGE TO
<br />FASTEN INTO TOP TACK
<br />3 5/8" 20. GA DIAG.
<br />BRACES @ 48" O.C.
<br />ALTERNATE
<br />4 #4 10-16
<br />FASTENERS, TYP.
<br />CONTINUOUS METAL
<br />FLOOR TRACK W/ POWER
<br />ACTIVATED FASTENERS
<br />@ 32" O.C.
<br />5/8" DRYWALL ON EACH
<br />SIDE OF 3 5/8" METAL
<br />STUDS @ 16" O.C.
<br />SALES AREA
<br />5 1/2" CONTINUOUS METAL
<br />STUD TRACK ATTACHED
<br />TO VERTICAL STUDS
<br />5/8" DRYWALL OVER 5 1/2"
<br />20 GA. METAL SUDS @ 16"
<br />O.C. SPAN IN SHORT
<br />DIRECTION OF ROOM
<br />CEILING TILE & GRID
<br />CONT. CROSS BRACE TO
<br />NEXT TRUSS
<br />WALL PARTITION 1 HOUR RATED
<br />ANSI/UL 263 - DESIGN NO. U419
<br />3 5/8" 20 GA. METAL STUD
<br />CROSS BRACE. LOCATE
<br />@ B.J. PANEL POINTS
<br />ACROSS 2 TRUSSES MIN.
<br />EXISTING ROOF DECK
<br />CONT. CROSS BRACE TO
<br />NEXT TRUSS
<br />CONT. CROSS BRACE TO
<br />NEXT TRUSS
<br />3 5/8" 20 GA. METAL STUD
<br />CROSS BRACE. LOCATE
<br />@ B.J. PANEL POINTS
<br />ACROSS 2 TRUSSES MIN.
<br />3 5/8"-20 GA. STEEL STUDS
<br />@ 16" O.C. W/ TYPE "X" 5/8"
<br />GYP. BD. ON EACH SIDE
<br />5 1/2" CONTINUOUS METAL
<br />STUD TRACK ATTACHED
<br />TO VERTICAL STUDS
<br />EXISTING ROOF DECK
<br />P8 STOCK ROOM/SALES AREA
<br />STOCK ROOM
<br />NOTE: ALL STEEL STUDS MUST BE SCREWED
<br />TOP AND BOTTOM ON BOTH SIDES
<br />SEE FINISH NOTES
<br />FOR FLOOR FINISH
<br />CONTINUOUS TOP TRACK
<br />CLIP EACH CROSS BRACE
<br />TO FORM A FLANGE TO
<br />FASTEN INTO TOP TACK
<br />3 5/8" 20. GA DIAG.
<br />BRACES @ 48" O.C.
<br />ALTERNATE
<br />4 #4 10-16
<br />FASTENERS, TYP.
<br />CONTINUOUS METAL
<br />FLOOR TRACK W/ POWER
<br />ACTIVATED FASTENERS
<br />@ 32" O.C.
<br />5/8" DRYWALL ON EACH
<br />SIDE OF 3 5/8" METAL
<br />STUDS @ 16" O.C.
<br />SALES AREA
<br />CEILING TILE & GRID
<br />3 5/8" 20 GA. METAL
<br />STUD CROSS BRACE.
<br />LOCATE @ B.J. PANEL
<br />POINTS ACROSS 2
<br />TRUSSES MIN.
<br />EXISTING ROOF DECK
<br />CONT. CROSS BRACE
<br />TO NEXT TRUSS
<br />PROVIDE SOLID WOOD
<br />DIAGONAL BRACING FROM
<br />BOTTOM TO TOP CHORD
<br />TYP. AT ALL DIAGONAL
<br />WALL BRACE.
<br />PROVIDE SOLID WOOD
<br />DIAGONAL BRACING FROM
<br />BOTTOM TO TOP CHORD
<br />TYP. AT ALL DIAGONAL
<br />WALL BRACE.
<br />EXISTING
<br />ROOF
<br />JOIST
<br />EXISTING
<br />ROOF
<br />JOIST
<br />EXISTING
<br />ROOF
<br />JOIST
<br />PROVIDE SOLID WOOD
<br />DIAGONAL BRACING FROM
<br />BOTTOM TO TOP CHORD
<br />TYP. AT ALL DIAGONAL
<br />WALL BRACE.
<br />1
<br />"
<br />CONTINUOUS 16" GA TOP TRACK
<br />W/3" SLOTTED LEG - ATTACHED
<br />TO STUDS W/ #12 TEK SCREWS
<br />@ 16" O.C. EACH SIDE
<br />SIMPSON SC W/3.25 W/2 #14
<br />SHOULDERED SCREWS IN THE
<br />VERTICALLY SLOTTED HOLES.
<br />SCREWS TO BE CENTERED IN
<br />THE SLOTS.
<br />ATTACH CLIP TO UNDERSIDE
<br />OF EXISTING ROOF DECK
<br />ABOVE
<br />CONTINUOUS 3 5
<br />8" 20 GA
<br />TRACK W/3' SLOTTED
<br />LEGS ATTACHED TO DECK
<br />LOW CELLS IF METAL
<br />DECK SCRIBE DRYWALL
<br />TO EXIST. DECK
<br />NOTE: ALL STEEL STUDS MUST BE SCREWED
<br />TOP AND BOTTOM ON BOTH SIDES
<br />NEW WALL: 5/8" FIRECODE
<br />DRYWALL EACH SIDE OF 3
<br />5/8" MTL STUDS @ 16" O.C.
<br />EXIST. PARTITION:
<br />(± 12'-0" HIGH) REMOVE
<br />EXIST. DW & PROVIDE
<br />NEW 5
<br />8" FIRECODE
<br />DRYWALL EACH SIDE OF
<br />STUDS TYP. FLOOR TO
<br />DECK.
<br />3 5/8" 20. GA DIAG.
<br />BRACES @ 32" O.C.
<br />ATT. TOP & BOTTOM
<br />CONT. TRACK ATT TO
<br />VERTICAL WALL STUDS
<br />(TOILET SIDE)
<br />EXISTING FLOOR
<br />SECTION THRU MODIFIED
<br />PARTITION
<br />UL - DESIGN NO U419
<br />P12
<br />PROVIDE CONTINUOUS
<br />FIRE CAULK BOTH
<br />SIDES OF THE WALL.
<br />3 5/8" MTL STUD ATTACHED
<br />TO DECK - TYP. @
<br />DIAGONAL BRACE
<br />LOCATIONS.
<br />PROVIDE CONTINUOUS
<br />FIRE CAULK BOTH
<br />SIDES OF THE WALL.
<br />TOILET ROOM WALL PARTITION 1 HR
<br />RATED ANSI/UL 263 - DESIGN NO U419
<br />3 5/8"-20 GA. STEEL STUDS
<br />@ 16" O.C. W/ TYPE "X" 5/8"
<br />GYP. BD. ON EACH SIDE
<br />GB1
<br />P4
<br />1x4 BASE TRIM
<br />AROUND FULL BOTTOM
<br />PERIMETER OF
<br />COLUMN, PAINT
<br />EXISTING I-BEAM
<br />1'-6 1/2"
<br />1
<br />'
<br />-
<br />1
<br />
<br />3
<br />/
<br />4
<br />"
<br />T2
<br />GYPSUM BOARD
<br />WRAPPED COLUMN
<br />STUDS, PAINT P2
<br />1-5/8" 20 GA. MTL
<br />STUDS
<br />CORNER TRIM ALL
<br />CORNERS UP TO
<br />10'-0" A.F.F., PAINT P2
<br />T4
<br />P4
<br />1x4 TRIM AROUND
<br />FULL PERIMETER OF
<br />COLUMN AT 10'-4"
<br />A.F.F., PAINT
<br />T2
<br />2130 E 17th St -
<br />10111279406/07/23
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