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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
<br />0
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<br />)
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<br />4
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<br />9
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<br />.
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<br />-
<br />-
<br />-
<br />1
<br />1
<br />/
<br />1
<br />2
<br />/
<br />2
<br />0
<br />2
<br />3
<br />
<br />PL
<br />A
<br />N
<br />
<br />R
<br />E
<br />V
<br />I
<br />E
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<br />
<br />R
<br />E
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<br />I
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<br />N
<br />S
<br />2
<br />3/
<br />2
<br />0
<br />/
<br />2
<br />0
<br />2
<br />3
<br />
<br />PL
<br />A
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<br />
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<br />-
<br />-
<br />-
<br />-
<br />-
<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
<br />RESPONSIBILITY.
<br />HIBBETT SPORTING GOODS, INC. IS RESPONSIBLE FOR THE DESIGN INTERPRETATION OF THE CONSTRUCTION
<br />DOCUMENTS. ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR APPROVAL WILL BE CORRECTED BY
<br />THE CONTTRACTOR AT THE CONTRACTOR'S COST.
<br />FIRE EXTINGUISHER, ELECTRICAL PANELS, TELEPHONE EQUIPMENT BOARDS, ETC., SHALL BE LOCATED IN
<br />ACCORDANCE WITH REQUIREMENTS SET BY THE GOVERNING AGENCIES. ANY LOCATIONS NOT SHOWN SHALL
<br />BE VERIFIED WITH HIBBETT SPORTING GOODS, INC. PRIOR TO ROUGH-IN AND INSTALLATION. MAINTAIN
<br />INTEGRITY OF FIRE WALL RATING REQUIREMENTS.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY THEIR
<br />SUBCONTRACTOR'S WORK.
<br />IN THE CONTRACTOR ENCOUNTERS MATERIAL ON THE SITE BELIEVED TO BE ASBESTOS, POLYCHLORINATED
<br />BIPHENYL (PCB), OR OTHER TOXIC MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR
<br />SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED AND REPORT THE CONDITION IN WRITING TO THE
<br />OWNER AND HIBBETT SPORTING GOODS, INC.
<br />THE CONTRACTOR SHALL VERIFY THE CONSTRUCTION OF EXISTING FIRE RATED ASSEMBLIES (PARTITIONS,
<br />FLOORS, ROOFS, DOORS, AND FRAMES) MEET THE RATINGS DESIGNATED ON THE DRAWINGS. IF
<br />DISCREPANCIES ARE DISCOVERED, THE CONTRACTOR SHALL MAKE ANY REPAIRS OR MODIFICATIONS
<br />NECESSARY TO ATTAIN THE PROPER RATINGS AND TO MEET LOCAL GOVERNING CODES. CONTRACTOR IS TO
<br />MAINTAIN ALL EXISTING AND NEW FIRE RATED CONSTRUCTION. PATCH AND SEAL ALL PENETRATIONS AS
<br />REQUIRED TO MAINTAIN FIRE RATINGS.
<br />THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT
<br />SPORTING GOODS, INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION
<br />DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE AS-BUILT CONSTRUCTION DOCUMENTS.
<br />THE CONTRACTOR SHALL REMOVE ALL ABANDONED SYSTEMS AND CAP OR REMOVE EXISTING BRANCH LINES
<br />AS INDICATED IN THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. IF AN EXISTING SYSTEM IS TO
<br />REMAIN, RELOCATE AND/OR REROUTE AS REQUIRED.
<br />THE CONTRACTOR SHALL SURVEY AND DETERMINE THE REMOVAL OF EXISTING CONSTRUCTION, EITHER
<br />WHOLE OR IN PART, AS REQUIRED FOR THE INSTALLATION OF NEW MECHANICAL, PLUMBING, AND ELECTRICAL
<br />WORK.
<br />THE CONTRACTOR SHALL NOTIFY HIBBETT SPORTING GOODS, INC. OF ANY CONSTRUCTION DEFECTS FOUND
<br />WHEN UNCOVERING WORK AT THE CONSTRUCTION SITE.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING DEFECTIVE WORK IN EXISTING CONSTRUCTION
<br />WITHIN THE LIMITS OF THE CONSTRUCTION AREA. THIS INCLUDES, BUT IS NOT LIMITED TO, UNEVEN
<br />SURFACES AND FINISHES AT PLASTER OR GYPSUM BOARD. THE CONTRACTOR SHALL PATCH AND REPAIR
<br />SURFACES TO MATCH NEW ADJACENT SURFACES.
<br />ANY DEVIATIONS FROM THESE DRAWINGS WITHOUT PRIOR HIBBETT SPORTING GOODS, INC. APPROVAL WILL BE
<br />CORRECTED BY THE CONTRACTOR AT CONTRACTOR'S COST.
<br />THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF AS-BUILT CONSTRUCTION, AND NOTIFY HIBBETT
<br />SPORTING GOODS, INC. OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE CONSTRUCTION
<br />DOCUMENTS IS BASED ON FIELD 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,
<br />UNLESS OTHERWISE NOTED.
<br />DIMENSION NOTES:
<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
<br />S
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<br />D
<br />
<br />F
<br />L
<br />O
<br />O
<br />R
<br />
<br />P
<br />L
<br />A
<br />N
<br />
<br />1
<br />1
<br />2
<br />2
<br />2
<br />2
<br />2
<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 />478"
<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'-83
<br />8"1'-61
<br />2"1'-61
<br />2"
<br />1
<br />'
<br />-
<br />1
<br />3 4"
<br />1'-4"
<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 />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 />918"
<br />3'
<br />-
<br />0
<br />"
<br />
<br />6'
<br />-
<br />0
<br />"
<br />
<br />3'
<br />-
<br />0
<br />"
<br />
<br />63
<br />'
<br />-
<br />0
<br />"
<br />
<br />3'
<br />-
<br />0
<br />"
<br />
<br />734"
<br />3'
<br />-
<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 />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 />4
<br />"
<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 />-
<br />0
<br />"
<br />EXISTING F.H.
<br />DEMISING WALL
<br />LINE OF EXISTING
<br />OVERHANG
<br />ABOVE
<br />LINE OF EXISTING
<br />OVERHANG ABOVE
<br />2'
<br />-
<br />4
<br />1 2"
<br />478"
<br />3'
<br />-
<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 />SIM.
<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 />EXISTING TRUSSES RUN
<br />FRONT TO BACK
<br />-
<br />-
<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 />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 />3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/
<br />TYPE "X" 5/8" GYP. BD. ON EACH SIDE
<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 FLOOR
<br />TRACK W/ SIMPSON PDPA-150
<br />POWDER 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 />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 />EXISTING
<br />ROOF DECK
<br />EXISTING LVL
<br />ROOF FRAMING
<br />CONTINUOUS METAL FLOOR TRACK
<br />W/ SIMPSON PDPA-150 POWDER
<br />ACTIVATED FASTENERS @ 32" O.C.
<br />5/8" DRYWALL ON EACH
<br />SIDE OF 3 5/8" METAL
<br />STUDS @ 16" O.C.
<br />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 FLOOR TRACK W/
<br />SIMPSON PDPA-150 POWDER ACTIVATED
<br />FASTENERS @ 32" O.C.
<br />2 LAYERS 5/8" FIRE CODE
<br />DRYWALL OVER 5 1/2" 20 GA.
<br />METAL STUDS @ 16" O.C. SPAN
<br />IN SHORT DIRECTION OF ROOM
<br />5 1/2" CONTINUOUS
<br />METAL STUD TRACK
<br />ATTACHED TO
<br />VERTICAL STUDS
<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 />4 #4 10-16 FASTENERS, TYP.
<br />CONTINUOUS METAL FLOOR TRACK W/
<br />SIMPSON PDPA-150 POWDER
<br />ACTIVATED FASTENERS @ 32" O.C.
<br />5/8" DRYWALL ON EACH SIDE OF
<br />3 5/8" METAL 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 FOR FLOOR FINISH
<br />CONTINUOUS METAL FLOOR TRACK W/
<br />SIMPSON PDPA-150 POWDER ACTIVATED
<br />FASTENERS @ 32" O.C.
<br />5/8" DRYWALL ON EACH SIDE OF 3 5/8"
<br />METAL 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" 20 GA. METAL
<br />SUDS @ 16" O.C. SPAN IN SHORT
<br />DIRECTION OF ROOM
<br />CEILING TILE & GRID
<br />WALL PARTITION 1 HOUR RATED
<br />ANSI/UL 263 - DESIGN NO. U419
<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 />3 5/8" 20. GA DIAG. BRACES
<br />@ 48" O.C. ALTERNATE, EA.
<br />DIRECTION.
<br />CONTINUOUS METAL FLOOR
<br />TRACK W/ SIMPSON PDPA-150
<br />POWDER 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 />SALES AREA
<br />CEILING TILE & GRID
<br />EXISTING ROOF DECK
<br />EXISTING ROOF
<br />TRUSS
<br />SCW 3.25 CLIP
<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 5/8"
<br />MTL STUDS @ 16" O.C.
<br />EXIST. PARTITION:
<br />(± 12'-0" HIGH) REMOVE EXIST.
<br />DW & PROVIDE NEW 5
<br />8" FIRECODE
<br />DRYWALL EACH SIDE OF STUDS
<br />TYP. FLOOR TO DECK.
<br />3 5/8" 20. GA
<br />DIAG. BRACES
<br />@ 48" O.C. ATT.
<br />TOP & BOTTOM CONT.
<br />TRACK ATT
<br />TO VERTICAL
<br />WALL STUDS
<br />(TOILET
<br />SIDE)
<br />EXISTING FLOOR
<br />SECTION THRU MODIFIED
<br />PARTITION
<br />UL - DESIGN NO U419
<br />P12
<br />SCRIBE DRYWALL TIGHT TO
<br />DECK ABOVE. PROVIDE
<br />CONTINUOUS FIRE CAULK
<br />BOTH SIDES OF THE WALL.
<br />3 5/8" MTL STUD ATTACHED TO
<br />CROSS STUD - TYP. @ DIAGONAL
<br />BRACE LOCATIONS.
<br />TOILET ROOM WALL PARTITION 1 HR
<br />RATED ANSI/UL 263 - DESIGN NO U419
<br />TLT ROOM
<br />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 />CONTINUOUS METAL FLOOR TRACK W/ SIMPSON
<br />PDPA-150 POWDER ACTIVATED FASTENERS @
<br />32" O.C.
<br />2 LAYERS 5/8" FIRE CODE
<br />DRYWALL OVER 5 1/2" 20 GA.
<br />METAL STUDS @ 16" O.C.
<br />SPAN IN SHORT DIRECTION
<br />OF ROOM
<br />5 1/2" CONTINUOUS METAL
<br />STUD TRACK ATTACHED TO
<br />VERTICAL STUDS W/2 #10
<br />SCREWS PER STUD
<br />EXISTING ROOF DECK
<br />CONTINUOUS 16" GA TOP
<br />TRACK W/3" SLOTTED LEG
<br />- ATTACHED TO STUDS
<br />W/ #12 TEK SCREWS @ 16"
<br />O.C. EACH SIDE
<br />SIMPSON SCW 3.25 W/2 #14
<br />SHOULDERED SCREWS IN THE
<br />VERTICALLY SLOTTED HOLES.
<br />SCREWS TO BE CENTERED IN
<br />THE SLOTS. ATTACH CLIP TO
<br />CONT. TOP TRACK ABOVE W/2
<br />#4 SCREWS.
<br />3 5/8"-20 GA. STEEL STUDS @ 16" O.C. W/ TYPE
<br />"X" 5/8" GYP. BD. ON EACH SIDE
<br />1
<br />1 4"
<br />550S162-33 BETWEEN
<br />TRUSSES AT 48" OC. CONN
<br />TO TRACK W/ SIMPSON
<br />SSC4.25 W/ (2) #10 EA LEG
<br />EA END
<br />550T150-33 @48" O.C. FLAT
<br />AGAINST STUD. SCREW TO
<br />EXIST TRUSS W/ (3) #12 T & B
<br />(2)#8 SCREW TO CONNECT
<br />TRACK INTO STUD
<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 FLOOR TRACK W/
<br />SIMPSON PDPA-150 POWDER
<br />ACTIVATED FASTENERS @ 32" O.C.
<br />EXISTING TRUSS
<br />HOLD STUD MIN. 1 1/4" CLEAR
<br />SPACE BELOW TRACK
<br />1
<br />
<br />1
<br />/
<br />4
<br />"
<br />SCRIBE DOWN TO DECK ABOVE
<br />CEILING TILE & GRID
<br />5 1/2" CONTINUOUS METAL
<br />STUD TRACK ATTACHED TO
<br />VERTICAL STUDS
<br />2 LAYERS 5/8" FIRE CODE
<br />DRYWALL OVER 5 1/2" 20 GA.
<br />METAL SUDS @ 16" O.C. SPAN IN
<br />SHORT DIRECTION OF ROOM
<br />FIRE SEALANT AS REQ'D
<br />3 5/8"-20 GA. STEEL STUDS @ 16" O.C.
<br />W/ TYPE "X" 5/8" GYP. BD. ON EACH SIDE
<br />550S162-33 SET BETWEEN TRUSSES,
<br />ATTACH TO VERTICAL TRACKS @ EA.
<br />TRUSS W/ 2 #10 - 1 EA. SIDE - TYP
<br />ALONG LENGTH OF WALL
<br />(2) #8 SCREW AT EA STUD
<br />#8 SCREW T&B JOIST TO TRACK
<br />550T150-33 SCREW TO EXIST TRUSS
<br />W/ (3) #12 T&B
<br />(2) #14 SHOULDERED SCREWS
<br />SIMPSON SCW3.25 CLIP @ EA STUD -
<br />TIE TO CROSS STUD
<br />(2) #12 AT EA CLIP
<br />#8 SCREWS NS & FS
<br />TRACK TO STUD
<br />(2) #10 SCREWS TO CONNECT
<br />TRACK TO BLOCKING -TYP @16" O.C.
<br />(2) #8 TO CONNECT TRACK TO
<br />VERT. STUD
<br />SIMPSON S24.25 CLIP AT EACH
<br />END OF BRACE - TOP &
<br />BOTTOM
<br />550S162-33 BETWEEN TRUSSES
<br />AT 48" OC. CONN. TO VERT.
<br />TRACK W/ SIMPSON SSC4.25 W/
<br />(2) #10 EA LEG EA END
<br />SIMPSON SSC4.25 CLIP
<br />TOP AND BOTTOM AT EA
<br />DIAG. BRACE; SCREW
<br />FASTEN TO STOP TRACK
<br />AND DIAGONALS
<br />SIMPSON SSC4.25
<br />CLIP W/ 2 #10 EA.
<br />LEG, EA END TO
<br />CONNECT CROSS TIE
<br />TO VERT. STUDS
<br />550S162-33 T&B BETWEEN
<br />TRUSSES AT 48" OC. CONN
<br />TO VERT. TRACK W/
<br />SIMPSON SSC4.25 W/ (2)
<br />#10 EA LEG EA END
<br />(2) #8 SCREWS FROM TRACK INTO
<br />VERTICAL STUDS
<br />#8 SCREW T&B JOIST TO TRACK
<br />SIMPSON SSC4.25 CLIP AT
<br />EA DIAG. BRACE
<br />550S162-33 T&B BETWEEN
<br />TRUSSES AT 48" OC. CONN TO
<br />TRACK W/ SIMPSON SSC4.25
<br />W/ (2) #10 EA LEG EA END
<br />SIMPSON LS30 W/(6) #10 TYP
<br />AT BUTTED STUDS
<br />550T150-33 @48" O.C.
<br />FLAT SIDE AGAINST
<br />STUD SCREW TO EXIST
<br />TRUSS W/ (3) #12 T & B
<br />362S125.33 DIAG. BRACING STUDS
<br />ATTACHED TO CROSS STUDS W/ (4)
<br />#10, TYP AT BACK TO BACK STUDS
<br />550T150-33 @48" O.C. FLAT
<br />AGAINST STUD. SCREW TO
<br />EXIST TRUSS W/ (3) #12 T & B
<br />SSC4.25 CLIP
<br />SSC4.25 CLIP
<br />SIMPSON S24.25 CLIP AT
<br />DIAGONAL TO CROSS STUD
<br />550T150-33 VERT. STUD,
<br />SCREW FASTEN TO EXIST.
<br />TRUSS W/ (3) #12 SCREWS -
<br />T & B, TYP @48" O.C.
<br />CONT. 362T100-33 TOP
<br />TRACK 3" W/ SLOTTED LEGS
<br />550T150-33 VERT. STUD,
<br />SCREW FASTEN TO EXIST.
<br />TRUSS W/ (3) #12 SCREWS -
<br />T & B, TYP @48" O.C.
<br />VERT. STUD
<br />TRACK @ ALT.
<br />DIAGONAL,
<br />BEYOND.
<br />550T150.33 VERT. STUD @48"
<br />O.C. SCREW FASTEN FLAT
<br />SIDE OF STUD TO EXISTING
<br />TRUSS W/ 3 #12 T+B550T150-33 @48" O.C. FLAT SIDE
<br />AGAINST STUD SCREW TO EXIST
<br />TRUSS W/ (3) #12 T & B
<br />SIMPSON SSC4.25 CLIP.
<br />CONNECT CROSS TIE STUDS
<br />TO VERT. STUD ATT. TO
<br />TRUSS W/ 4 #10 SCREWS, 2 IN
<br />EA. LEG
<br />362S125.33 DIAG.
<br />BRACING STUDS,
<br />BUTT STUDS INTO
<br />CROSS STUDS, TIE W/
<br />SIMPSON PLATES
<br />1
<br />1 2"
<br />1 1/2" FROM TOP CHORD
<br />6"
<br />SCW 3.25 CLIP ATTACHED
<br />TO TOP TRACK W/ 2 #4
<br />SCREWS TYP, EA. STUD.
<br />2 #14 SHOULDERED
<br />SCREWS CENTERED IN
<br />THE VERT. SLOTS
<br />1 1/4" CLEAR TO T/STUD
<br />CONT. 362S100-33
<br />TOP TRACK W/ 3"
<br />SLOTTED LEGS
<br />CONNECTION PERPENDICULAR
<br />TO EXIST. STRUCTURE
<br />CONNECTION PARALLEL
<br />TO EXIST. STRUCTURE
<br />SCW 3.25 CLIP ATTACHED TO
<br />TOP TRACK W/ 2 #4 SCREWS
<br />TYP, EA. STUD.
<br />2 #14 SHOULDERED SCREWS
<br />CENTERED IN THE VERT. SLOTS
<br />1 1/4" CLEAR TO T/STUD
<br />CONT. 362S100-33 TOP
<br />TRACK W/ 3" SLOTTED LEGS
<br />EXISTING
<br />ROOF DECK
<br />EXISTING LVL @24" O.C.
<br />362S100.33 WALL STUDS
<br />@16" O.C. ATT. TO TOP
<br />OF TRACK W/ 1 #10
<br />SCREW EA. SIDE
<br />550T162-33 @48" O.C. ATT.
<br />TO LVLS W/ SSC4.25
<br />CLIPS @ EA. END.
<br />PROVIDE 2 #14 SCREWS
<br />PER CONNECTION.
<br />B.O. CLG
<br />SEE RCP
<br />CONTINUOUS TOP TRACK
<br />3 5/8" 20. GA DIAG. BRACES @ 48"
<br />O.C. ALTERNATE, EA. DIRECTION.
<br />EXISTING ROOF DECK
<br />SIMPSON SSC4.25 CLIP TOP AND BOTTOM
<br />AT EA DIAG. BRACE; SCREW FASTEN TO
<br />STOP TRACK AND DIAGONALS
<br />SIMPSON SSC4.25 CLIP W/ 2
<br />#10 EA. LEG, EA END TO
<br />CONNECT CROSS TIE TO
<br />VERT. STUDS
<br />550S162-33 T&B BETWEEN
<br />TRUSSES AT 48" OC. CONN
<br />TO VERT. TRACK W/
<br />SIMPSON SSC4.25 W/ (2)
<br />#10 EA LEG EA END
<br />VERT. STUD TRACK @
<br />ALT. DIAGONAL, BEYOND.
<br />550T150.33 VERT. STUD @48"
<br />O.C. SCREW FASTEN FLAT
<br />SIDE OF STUD TO EXISTING
<br />TRUSS W/ 3 #12 T+B
<br />EXISTING ROOF DECK
<br />CONTINUOUS 16" GA TOP
<br />TRACK W/3" SLOTTED LEG
<br />- ATTACHED TO STUDS
<br />W/ #12 TEK SCREWS @ 16"
<br />O.C. EACH SIDE
<br />SIMPSON SCW 3.25 W/2 #14
<br />SHOULDERED SCREWS IN THE
<br />VERTICALLY SLOTTED HOLES.
<br />SCREWS TO BE CENTERED IN
<br />THE SLOTS. ATTACH CLIP TO
<br />CONT. TOP TRACK ABOVE W/2
<br />#4 SCREWS.
<br />SCRIBE DW TIGHT
<br />TO DECK ABOVE.
<br />1
<br />1 4"
<br />550S162-33 BETWEEN
<br />TRUSSES AT 48" OC. CONN TO
<br />TRACK W/ SIMPSON SSC4.25
<br />W/ (2) #10 EA LEG EA END
<br />550T150-33 @48" O.C. FLAT
<br />AGAINST STUD. SCREW TO
<br />EXIST TRUSS W/ (3) #12 T & B
<br />550T150-33 @48" O.C.
<br />FLAT AGAINST STUD.
<br />SCREW TO EXIST
<br />TRUSS W/ (3) #12 T & B
<br />SSC4.25 CLIP
<br />SSC4.25 CLIP
<br />FIRE RESISTANT GLASS FIBER OR
<br />MINERAL WOOL INSULATION
<br />PROVIDE CONTINUOUS
<br />FIRE SAFING MINERAL
<br />WOOL INSULATION AND
<br />SEALANT BOTH SIDES
<br />OF THE WALL.
<br />SCRIBE DW TIGHT
<br />TO DECK ABOVE.
<br />PROVIDE CONTINUOUS
<br />FIRE SAFING MINERAL
<br />WOOL INSULATION AND
<br />SEALANT BOTH SIDES
<br />OF THE WALL.
<br />FIRE
<br />RESISTANT
<br />GLASS FIBER
<br />OR MINERAL
<br />WOOL
<br />INSULATION
<br />FIRE RESISTANT GLASS FIBER OR
<br />MINERAL WOOL INSULATION
<br />FIRE RESISTANT GLASS FIBER OR
<br />MINERAL WOOL INSULATION
<br />PROVIDE CONTINUOUS FIRE
<br />SAFING MINERAL WOOL
<br />INSULATION AND SEALANT
<br />BOTH SIDES OF THE WALL.
<br />5 1/2" CONTINUOUS METAL
<br />STUD TRACK ATTACHED TO
<br />VERTICAL STUDS
<br />2 LAYERS 5/8" FIRE CODE
<br />DRYWALL TYPE "X" OVER 5 1/2" 20
<br />GA. METAL SUDS @ 16" O.C. SPAN
<br />IN SHORT DIRECTION OF ROOM
<br />#8 SCREW T&B
<br />JOIST TO TRACK
<br />FIRE RESISTANT GLASS
<br />FIBER OR MINERAL WOOL
<br />INSULATION
<br />NOTE: PROVIDE OWENS CORNING THERMAFIBER FIRE SAFING INSULATION AT ALL
<br />VOIDS OR OPENINGS BETWEEN THE EXISTING DECK AND THE RATED WALLS.
<br />GB1
<br />P4
<br />1x4 BASE TRIM
<br />AROUND FULL BOTTOM
<br />PERIMETER OF
<br />COLUMN, PAINT
<br />EXISTING STEEL
<br />TUBE COLUMN
<br />+-1'-4"
<br />+-
<br />1
<br />'
<br />-
<br />4
<br />"
<br />T2
<br />GYPSUM BOARD
<br />WRAPPED COLUMN
<br />STUDS, PAINT P2
<br />1-5/8" 20 GA.
<br />MTL 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 />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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