|
LOW HIGH
<br />FE
<br />FE
<br />BOTTLELESS WATER COOLER BY
<br />VERIZON. PIPING BY PLUMBING
<br />CONTRACTOR. PROVIDE RECESSED
<br />VALVE BOX BEHIND (VB-1) AT +12" A.F.F.
<br />TO CENTERLINE.
<br />LAMINATE COUNTER WITH
<br />CABINETS ABOVE AND
<br />BELOW. SEE SHEET A.4.0
<br />FLOOR MOUNTED JANITOR SINK, SEE
<br />PLUMBING PLAN FOR SPEC.
<br />NEW TENANT DEMISING PARTITION, RUN
<br />TO UNDERSIDE OF DECK ABOVE.
<br />PROVIDE TYPE 5/8" 'X' GYPSUM BOARD
<br />ON BOTH SIDES (1- HOUR FIRE RATED
<br />WALL) SEE DETAIL 3/A.5.0.
<br />PROVIDE AN INTERNATIONAL
<br />ACCESSIBILITY SYMBOL. SEE
<br />SHEET G.2.0.
<br />PROVIDE DIRECTIONAL SIGNAGE TO ACCESSIBLE RESTROOM
<br />AS PER CODE. SEE DETAIL 7/G.2.0.
<br />LINE OF CLEAR FLOOR SPACE. SEE
<br />ACCESSIBILITY DETAILS ON SHEET G.2.0.
<br />LINE OF 5'-0" ∅WHEELCHAIR TURNING SPACE. SEE
<br />ACCESSIBILITY DETAILS ON SHEET G.2.0.
<br />PROVIDE A TACTILE EXIT SIGN WITH THE
<br />WORD "EXIT." SEE SHEET G.2.0
<br />MOTORIZED SECURITY SHUTTERS BEHIND
<br />STOREFRONT WINDOWS AND GLASS
<br />ENTRY DOORS (TYP.). SEE SECURITY
<br />SHUTTER NOTES.
<br />PROVIDE VISIBLE DURABLE SIGN ON OR ADJACENT TO THE
<br />DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN
<br />BUILDING IS OCCUPIED". THIS SIGN SHALL BE LETTERS NOT
<br />LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND.
<br />FIRE EXTINGUISHER WITH CABINET, RECESSED IN WALL
<br />NEW DOOR. CONTRACTOR SHALL PROVIDE HINGES AT DOOR WHICH WILL NOT ALLOW
<br />REMOVAL OF HINGE PIN WHEN DOOR IS IN LOCKED POSITION. STEEL PINS SHALL BE SET IN
<br />DOOR WHICH ENGAGE FRAME WHEN DOOR IS CLOSED.
<br />WALL MOUNTED FIRE EXTINGUISHER
<br />PROVIDED BY GENERAL CONTRACTOR..
<br />STORAGE CABINET
<br />DRINKING FOUNTAIN. PIPING BY PLUMBING
<br />CONTRACTOR. SEE PLUMBING PLAN.
<br />NEW ELECTRICAL PANELS, SEE ELECTRICAL PLANS
<br />PROVIDE (1) LAYER 3/4" CDX FIRE
<br />RETARDANT PLYWOOD ON ALL WALLS,
<br />FULL HEIGHT OF ROOM.
<br />PLYWOOD SHALL BE PRIMED AND PAINTED.
<br />CONTRACTOR SHALL PROVIDE 1/2" THICK CORIAN
<br />TOP AT MODIFIED SILL. SEE DETAIL 8/A.5.0
<br />FOR TELCO LAYOUT, SEE ELECTRICAL
<br />DRAWINGS FOR MORE INFORMATION.
<br />SOLAR FILM ON INSIDE FACE OF ALL
<br />EXTERIOR WINDOWS BY GENERAL
<br />CONTRACTOR. SEE NOTES.
<br />DOOR DESIGNATION, SEE
<br />DOOR SCHEDULE, SHEET A.6.0
<br />ALIGN
<br />FINISHES
<br />PROVIDE (2) 4X8 PRECAST CONCRETE
<br />LINTELS WITH 8" MINIMUM BEARING
<br />EACH END.
<br />FURR OUT WALL
<br />CORNER, ALIGN
<br />FINISHES
<br />NEW 3'-0" x 8'-0" ALUMINUM AND GLASS ENTRY
<br />DOORS, SEE GENERAL NOTES FOR SPECIFICATION.
<br />PANIC HARDWARE BY SECURITY VENDOR (TYP.)
<br />INFILL EXISTING ENTRY DOOR WITH
<br />1" INSULATED GLAZING. MULLIONS TO MATCH
<br />EXISTING. SEE GENERAL NOTES FOR
<br />SPECIFICATIONS
<br />PROVIDE METAL STRAPPING
<br />ON STUDS FOR DEVICE
<br />DISPLAY FIXTURE. SEE
<br />FURNITURE PLAN FOR
<br />FIXTURE LAYOUT AND DETAIL
<br />2/A.3.2 FOR STRAPPING
<br />MOUNTING HEIGHT (TYP.).
<br />WALL MOUNTED SMART BOARD @
<br />62" A.F.F. O.C. PROVIDE
<br />BLOCKING 8" HIGH 20 GA
<br />HORIZONTAL STRAPPING ON
<br />STUDS. REFER TO DETAIL 6/A.3.2.
<br />PROVIDE (1) LAYER 3/4" CDX FIRE
<br />RETARDANT PLYWOOD, FULL HEIGHT
<br />TO DECK ABOVE. PROVIDE (1)
<br />LAYER OF GYP BD ON PLYWOOD UP
<br />TO 6" ABOVE CEILING (TYP. ON ALL
<br />WALLS IN INVENTORY U.O.N.)
<br />RECESSED SLATWALL, SEE DETAIL 2/A.5.0
<br />CONTRACTOR SHALL PROVIDE SHELF
<br />BELOW CEILING FOR WATER HEATER
<br />SUPPORT, SEE PLUMBING PLANS. BOTTOM
<br />OF SHELF TO BE 7'-0" A.F.F.
<br />HOLD
<br />37'-9 3/4"
<br />(FINISHED OPENING)
<br />5'-0"
<br />RETAIL SALES
<br />101
<br />RESTROOM
<br />102
<br />RESTROOM
<br />103
<br />OPEN OFFICE
<br />104
<br />INVENTORY
<br />105
<br />MANAGER
<br />106
<br />J.C.
<br />107
<br />TELCO
<br />108
<br />A.3.1
<br />2
<br />FI
<br />N
<br />
<br />H
<br />O
<br />L
<br />D
<br />8"
<br />9'-1 1/4"
<br />EX. FIN. TO FRAME
<br />2'-1 5/8"
<br />3 5/8"
<br />A.4.02
<br />3 5/8"
<br />EX. FIN.
<br />T
<br />O FR
<br />A
<br />M
<br />E
<br />2'-1
<br />5
<br />/
<br />8
<br />"
<br />3 5/8"
<br />11'-8
<br />1/2"3 5/8"
<br />3 5/8"
<br />6'-7 3/8"
<br />3 5/8"
<br />(FIN)
<br />2'-8 5/8"
<br />3 5/8"
<br />7'-6 1/4"
<br />3 5/8"
<br />7'-6 1/4"
<br />3 5/8"
<br />± 7'-2 1/4"
<br />MI
<br />N
<br />.
<br />(F
<br />I
<br />N
<br />)
<br />1'
<br />-
<br />2
<br />"
<br />7'
<br />-
<br />1
<br />
<br />1
<br />/
<br />4
<br />"
<br />3
<br />5
<br />/
<br />8
<br />"
<br />14
<br />'
<br />-
<br />9
<br />"
<br />
<br />(
<br />T
<br />O
<br />
<br />L
<br />E
<br />A
<br />S
<br />E
<br />
<br />L
<br />I
<br />N
<br />E
<br />)
<br />9'
<br />-
<br />3
<br />
<br />1
<br />/
<br />4
<br />"
<br />3
<br />5
<br />/
<br />8
<br />"
<br />18
<br />'
<br />-
<br />7
<br />
<br />1
<br />/
<br />4
<br />"
<br />3
<br />5
<br />/
<br />8
<br />"
<br />FIN.
<br />1'-0"
<br />FIN.
<br />3'-4" CLR
<br />3'-0"
<br />A.4.0
<br />1
<br />1'-3"
<br />2'-7"
<br />7'-9 1/4"
<br />EX. FIN. TO FRAME
<br />2'-1 5/8"
<br />A.3.1
<br />4EXISTING STAIR
<br />(N.I.C.)
<br />FUTURE TENANT
<br />(N.I.C.)
<br />EXISTING STOREFRONT
<br />TO REMAIN.
<br />EXISTING STOREFRONT
<br />TO REMAIN.
<br />EXSITING EXTERIOR
<br />WALL TO REMAIN, TYP.
<br />EXISTING STOREFRONT
<br />AND ENTRY DOORS TO
<br />REMAIN (N.I.C.)
<br />2 3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />TO REMAIN
<br />EXISTING STOREFRONT
<br />3 5/8"
<br />FI
<br />N
<br />.
<br />5'
<br />-
<br />4
<br />"
<br />CL
<br />EQ
<br />.
<br />EQ
<br />.
<br />CL
<br />APPROXIMATE LOCATION OF
<br />NEW LEASE LINE
<br />PROVIDE COOL GRAY 10 WINDOW FILM AT
<br />THESE STOREFRONTS ONLY (EXISTING
<br />SOREFRONT TO REMAIN)
<br />PROVIDE METAL STRAPPING ON STUDS FOR 2-XX/4-XX
<br />FIXTUES. SEE FURNITURE PLAN FOR FIXTURE LAYOUT AND
<br />DETAIL 1/A.3.2 FOR STRAPPING MOUNTING HEIGHT (TYP.)
<br />PROVIDE METAL STRAPPING ON
<br />STUDS FOR 2-XX/4-XX FIXTUES. SEE
<br />FURNITURE PLAN FOR FIXTURE
<br />LAYOUT AND DETAIL 1/A.3.2 FOR
<br />STRAPPING MOUNTING HEIGHT (TYP.)
<br />MODIFIED PLANTER, SEE
<br />DETAIL 9/A.5.0
<br />1
<br />1
<br />4A
<br />4A
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1 1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />2
<br />LAMINATE COUNTER WITH CABINETS ABOVE
<br />AND BELOW. SEE SHEET A.4.0.
<br />A.3.1
<br />3
<br />A.3.1
<br />1
<br />A.4.0
<br />3
<br />A.3.3
<br />1
<br />6A
<br />6A
<br />COOL GRAY 10 WINDOW FILM COOL GRAY 10 WINDOW FILM
<br />DEMISING WALL TO START AT CORNER OF
<br />EXISTING PERIMETER WALL
<br />CL
<br />CL
<br />6
<br />LAVLAVWCWC
<br />PS
<br />MS
<br />FURR EXISTING COLUMN WITH 2 1/2"
<br />STUDS AND 5/8" GYPSUM BOARD
<br />4A
<br />4A
<br />NO PLYWOOD
<br />REQUIRED AT
<br />STAIR WALL
<br />4A
<br />EXISTING COLUMN TO REMAIN,
<br />PATCH ANY HOLES PRIOR TO
<br />PAINTING
<br />FIN.
<br />8"
<br />A.3.2
<br />4
<br />1
<br />NEW STOREFRONT
<br />15'-11"
<br />1
<br />EXISTING OVERHANG TO
<br />REMAIN, TYP.
<br />3 5/8"
<br />FURR OUT CORNER
<br />12" MIN.
<br />2'-0"
<br />V.
<br />I
<br />.
<br />F
<br />.
<br />24
<br />'
<br />-
<br />4
<br />
<br />3
<br />/
<br />4
<br />"
<br />V.I.F.
<br />24'-3 9/16"
<br />T
<br />THERMOSTAT.
<br />THERMOSTAT.
<br />T
<br />S
<br />REMOTE SENSOR FOR T-STAT
<br />ALIGN FINISHES
<br />3 5/8"
<br />CLR.
<br />14
<br />'
<br />-
<br />7
<br />
<br />3
<br />/
<br />1
<br />6
<br />"
<br />
<br />F
<br />R
<br />A
<br />M
<br />E
<br />
<br />T
<br />O
<br />
<br />E
<br />X
<br />.
<br />
<br />F
<br />I
<br />N
<br />.
<br />3
<br />5
<br />/
<br />8
<br />"
<br />90°
<br />9
<br />A.5.0
<br />ALIGN CAP OF PLANTER
<br />WALL TO EDGE OF MULLION
<br />A.3.0
<br />1
<br />A.3.02
<br />A.3.03
<br />A.3.0
<br />4
<br />8
<br />A.5.0
<br />AT REAR DOOR, PROVIDE 4" THICK
<br />CONCRETE LANDING FLUSH WITH DOOR,
<br />HAUNCH EDGES DOWN TO 6" BELOW
<br />PAVEMENT. PROVIDE GRAVEL AS REQIRED.
<br />5'
<br />-
<br />0
<br />"
<br />1'-10"8"
<br />NOTE:
<br />ATTACH BOTTOM OF BRACE TO TOP TRACK OF
<br />WALL WITH (3) #8 SHEET METAL SCREWS EACH
<br />BRACE. DO NOT ATTACH THROUGH CEILING TILE.
<br />ICC-ES # FOR METAL STUDS.........ESR-4205
<br />(STUDS SHALL BE PER "STEEL STUD
<br />MANUFACTURERS ASSOCIATION")
<br />ICC-ES # FOR FASTENERS..........ER-3056
<br />(ITW "SHEET METAL" BUILDEX SCREWS)
<br />ICC-ES # FOR SHOT PINS..........ESR-1663
<br />(.145" ∅POWDER DRIVEN HILTI PINS)
<br />WALLS SHALL BE HORIZONTALLY AND LATERALLY
<br />BRACED AS PER SEISMIC CODE ZONE 4.
<br />ALL PROPOSED CONSTRUCTION, ALTERATION OR
<br />DEMOLITION SHALL BE IN ACCORDANCE WITH THE
<br />2022 CFC.
<br />DECORATIVE MATERIALS SHALL BE MAINTAINED IN A
<br />FLAME RETARDANT CONDITION IN ACCORDANCE
<br />WITH THE 2022 CFC.
<br />FIRE CODE NOTES:
<br />FIRE EXTINGUISHERS SHALL BE 2A10 BC TYPE AND
<br />SHALL CONFORM TO CHAPTERS 9 & 10 OF THE 2022
<br />CFC (CALIFORNIA FIRE CODE).
<br />VERIZON SHALL POST "NO SMOKING" SIGNS AS PER
<br />CALIFORNIA STATE LABOR CODE.
<br />(IF APPLICABLE) FIRE ALARM PLANS AND ANY OTHER
<br />FIRE PROTECTION SYSTEM PLANS SHALL BE
<br />SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW
<br />AND APPROVAL PRIOR TO INSTALLATION PER THE
<br />2022 CFC.
<br />SECURITY SHUTTERS NOTE:
<br />CONTRACTOR SHALL INSTALL NEW SECURITY SHUTTERS
<br />BEHIND ALL STOREFRONT WINDOWS AND GLASS ENTRY
<br />DOORS. SECURITY SHUTTERS SHALL BE MODEL # AL7-
<br />E, PUNCH STYLE 51 BY QMI, W/ END RETENTION CLEAR
<br />ANODIZED CURTAIN RAIL AND HOUSING TO
<br />COMPLEMENT OR MATCH STOREFRONT. SHUTTERS
<br />SHALL BE MOTORIZED AT STOREFRONT WINDOWS AND
<br />MANUAL WITH THUMB TURN AT ENTRANCE DOORS.
<br />PROVIDE BEST CONSTRUCTION CORE LOCK. QMI
<br />SHALL BE RESPONSIBLE FOR FIELD DIMENSIONS AND
<br />FINAL INSTALLATION.
<br />GENERAL CONTRACTOR SHALL CONTACT KEVIN
<br />BECERRA AT (800) 446-2500.
<br />KBECERRA@QMIUSA.COM GENERAL CONTRACTOR
<br />MUST REFERENCE THAT THIS DOOR IS FOR A VERIZON
<br />PROJECT.
<br />NOTE:
<br />FREESTANDING FIXTURES ARE SHOWN FOR CLARITY
<br />FOR FLOOR SLAB DEMOLITION. PLEASE REFER TO
<br />ELECTRICAL PLANS FOR FLOOR BOX LOCATIONS AND
<br />FURNITURE PLANS FOR FIXTURE LOCATIONS.
<br />ARCHITECTURAL NOTES:
<br />1. ALL NEW WALLS SHALL BE 3-5/8" OR 6" (20 GAUGE) METAL STUDS AT 16" O.C. WITH
<br />5/8" GYPSUM BOARD BOTH SIDES AND FULL INSULATION, UNLESS OTHERWISE NOTED.
<br />2. RATED WALL CONSTRUCTION SHALL BE 3 5/8" METAL STUDS AT 16" O.C. WITH (1)
<br />LAYER 5/8" TYPE 'X' GYPSUM BOARD BOTH SIDES, FULL HEIGHT TO UNDERSIDE OF
<br />STRUCTURE ABOVE AND FULL INSULATION. U.L. DESIGN NO. U419.
<br />3. ALL NEW WALLS SHALL EXTEND 6" ABOVE SUSPENDED CEILING, UNLESS OTHERWISE
<br />NOTED.
<br />4. ALL DIMENSIONS ARE FRAMING DIMENSIONS, UNLESS OTHERWISE NOTED.
<br />5. ALL NEW DOORS SHALL BE 4" OFF WALL (AT HINGE SIDE), UNLESS OTHERWISE NOTED.
<br />6. CONTRACTOR SHALL PAINT ALL DOORS UNLESS OTHERWOSE NOTED. SEE FINISH
<br />SCHEDULE.
<br />7. PROVIDE (2) ROWS MINIMUM 8" HIGH, 20 GAUGE HORIZONTAL STRAPPING ON STUDS
<br />AT ALL WALLS WITH CABINETS.
<br />8. ANY DRYWALL FINISH WHICH IS EXISTING TO REMAIN SHALL BE PATCHED, PRIMED AND
<br />PAINTED TO LEVEL 5 CONDITION AND TO ACCEPT NEW FINISHES. CONTRACTOR
<br />SHALL DETERMINE BEST METHODS FOR PATCHING, OR IF DRYWALL WILL NEED TO BE
<br />REMOVED OR REPLACED TO ACHIEVE DESIRED FINISH. EXAMPLE: PATCH DRYWALL
<br />WHERE ITEMS ARE REMOVED SUCH AS, BUT NOT LIMITED TO, ELECTRICAL BOXES,
<br />TRIM, MIRRORS, DOOR JAMBS, WALLCOVERING, ETC.
<br />9. IT IS THE CONTRACTOR’S RESPONSIBILITY TO SMOOTH ALL ROUGH SURFACES ON
<br />FLOORS OR PATCH, FILL OR FLOAT EXISTING FLOORS TO A SMOOTH CONDITION
<br />CAPABLE OF RECEIVING NEW FINISHED FLOOR COVERING. EXAMPLE: AT ALL
<br />REMOVED WALL AREAS, STRIPPED MATERIAL LOCATIONS (I.E. VINYL TILE, CERAMIC
<br />TILE, CARPET, ETC.), CONDUIT FEEDS AND CHIPPED CONCRETE, ETC.
<br />10. PATCH AND LEVEL EXISTING CONCRETE SLAB AS REQUIRED FOR NEW FINISHES.
<br />11. CONTRACTOR SHALL PROVIDE OPTIONAL PRICING TO LEVEL OR SMOOTH FLOORS
<br />THAT HAVE DEPRESSIONS OR DIPS GREATER THAN 1" WITH GYPCRETE OR OTHER
<br />SELF-LEVELING COMPOUND.
<br />12. G.C. SHALL CONTACT VERIZON PROJECT MANAGER TO OBTAIN AND ORDER ALL
<br />LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION.
<br />13. PATCH ALL EXISTING WALLS AS REQUIRED DUE TO NEW WORK.
<br />14. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF THE EXISTING COLUMN
<br />LOCATIONS AND SIZES ARE DIFFERENT FROM WHAT OCCURS IN THESE DRAWINGS,
<br />AND OF ANY UNDOCUMENTED STRUCTURAL COLUMNS OR CONDITIONS, PIPES, ETC.,
<br />WHICH ARE LOCATED IN THE TENANT SPACE BUT DO NOT APPEAR IN THESE
<br />DRAWINGS, SO THE DRAWINGS CAN BE REVISED TO ACCOMMODATE THE AS-BUILT
<br />CONDITIONS.
<br />15. CONTRACTOR SHALL PROVIDE FIRE RATED BLOCKING/PLYWOOD AT THE
<br />FOLLOWING LOCATIONS: TELCO RACK, GRAB BARS, HANDRAILS, WALL HUNG
<br />FURNITURE, WALL HUNG CABINETS AND SHELVES, HANGING GLASS WINDOW DISPLAYS
<br />AT STOREFRONTS, HANGING POSTERS AND AT ALL OTHER LOCATIONS WHERE
<br />EQUIPMENT IS BEING WALL OR CEILING/SOFFIT HUNG.
<br />16. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CUT AND PATCH SLAB AS
<br />REQUIRED FOR NEW UNDER SLAB. ELECTRICAL CONDUITS. SEE ELECTRICAL PLANS.
<br />17. ALL SAW CUTS SHALL BE DOWELED, ALTERNATING SIDES AT 18", OR AS PER CODE,
<br />PRIOR TO POUR BACK.
<br />18. NEW RESTROOMS. CONTRACTOR SHALL LOCATE (2) SINK-1, (1) SINK-2, (2) WC-1 AND
<br />ACCESSORIES TO COMPLY WITH ADA AND ANSI. SEE ACCESSIBILITY DETAILS ON
<br />SHEET G.2.0. SAW CUT SLAB AS REQUIRED FOR PLUMBING LINES
<br />19. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO SAW CUT AND REMOVE
<br />EXISTING CONCRETE SLAB FOR TRENCHING AS REQUIRED FOR NEW PLUMBING
<br />FIXTURES; COORDINATE WITH PLUMBING CONTRACTORS TO IDENTIFY PRECISE
<br />LOCATIONS AND DEPTH IN FIELD AS REQUIRED. VERIFY ALL OR ANY STRUCTURAL
<br />MEMBERS WHICH MAY INTERFERE WITH TRENCH. EXCAVATE ADDITIONAL TRENCH AS
<br />REQUIRED TO CONNECT NEW SOIL LINES TO EXISTING MAIN, V.I.F., VERIFY WITH
<br />LANDLORD AND EXISTING BUILDING SYSTEM FOR PRECISE LOCATION AND
<br />DIRECTION. SEE PLUMBING PLANS.
<br />20. CONTRACTOR SHALL COORDINATE WITH VERIZON PROJECT MANAGER FOR
<br />TEMPORARY CONSTRUCTION SIGNAGE FOR ALL WINDOWS.
<br />21. CONTRACTOR SHALL NOT INSTALL GYPSUM BOARD BEHIND SLATWALL IN INVENTORY
<br />ROOM.
<br />22. SEE DETAIL 6/A.5.0 FOR SECURITY SHUTTERS AT BOH, AND DETAIL 7/A.5.0 FOR
<br />SECURITY SHUTTERS AT FRONT OF HOUSE. SHUTTERS TO BE MOTORIZED EXCEPT AT
<br />ENTRY DOORS.
<br />EXISTING WALL TO REMAIN
<br />1 3 5/8" METAL STUD WITH 5/8" GYPSUM
<br />BOARD BOTH SIDES, UP TO 6" ABOVE
<br />ACT. WITH FULL BATT INSULATION.
<br />SEE DETAIL 1/A.5.0
<br />WALL TYPES LEGEND:
<br />3 5/8" METAL STUD WITH 5/8" GYPSUM BOARD
<br />ON NON-TELCO SIDE AND 5/8" GYPSUM BOARD
<br />ON 3/4" CDX PLYWOOD ON TELCO SIDE, UP TO
<br />6" ABOVE ACT. WITH FULL BATT INSULATION.
<br />SEE DETAIL 1/A.5.0
<br />2
<br />4A
<br />6
<br />3 5/8" METAL STUD @ 8" O.C. WITH 5/8" GYPSUM
<br />BOARD ON NON-INVENTORY SIDE AND 5/8"
<br />GYPSUM BOARD UP TO 6" ABOVE ACT ON 3/4"
<br />CDX PLYWOOD UP TO DECK ABOVE ON
<br />INVENTORY SIDE, WITH FULL BATT INSULATION.
<br />SEE DETAIL
<br />3 5/8" METAL STUD WITH 5/8" GYPSUM BOARD
<br />BOTH SIDES, UP TO STRUCTURE ABOVE WITH
<br />FULL BATT INSULATION. 1 HOUR RATED WALL
<br />(U.L. DESIGNATION U419).
<br />SEE DETAIL 3/A.5.0
<br />/2 A.5.0
<br />6A 3 5/8" METAL STUD WITH 5/8" GYPSUM BOARD
<br />BOTH SIDES, UP TO STRUCTURE ABOVE WITH
<br />FULL BATT INSULATION. 1 HOUR RATED WALL
<br />(U.L. DESIGNATION U419). PROVIDE 3/4 CDX
<br />PLYWOOD UP TO 6" ABOVE CEILING.
<br />SEE DETAIL 3/A.5.0
<br />1/4" = 1'-0"1 ARCHITECTURAL PLAN
<br />Kenneth A. Gruskin AIA
<br />No. Date Description
<br />Consultant:
<br />Checked By:
<br />Drawn By:
<br />Job Address:
<br />Drawing Title:
<br />Revision Issue:
<br />Professional Seal:
<br />Drawing Number:
<br />2024 Gruskin Architecture + Design, P.C.c
<br />This document and the ideas and designs incorporated
<br />herein, as an instrument of professional service, is the
<br />property of GRUSKIN ARCHITECTURE + DESIGN, P.C.,
<br />and is not to be used in whole or in part for any other
<br />project without the written authorization of GRUSKIN
<br />ARCHITECTURE + DESIGN, P.C.
<br />North
<br />Arrow:
<br />Job Name and Number:
<br />Date Issued For
<br />All Rights Reserved
<br />Client:
<br />Landlord:
<br />Permit:
<br />Bid:
<br />Construction:
<br />0006261
<br />AR91629
<br />5421
<br />9613
<br />39209
<br />10635
<br />2537
<br />11016
<br />5734
<br />ARC 2596
<br />4674
<br />2666
<br />AI 09999
<br />2796
<br />0401 011223
<br />2572
<br />17680
<br />RA-015432-B
<br />025528-1 NY
<br />TX
<br />VA
<br />VT
<br />MA
<br />MT
<br />RI
<br />PA
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<br />2023-0069
<br />Proposed
<br />Store Design
<br />for: VERIZON
<br />Metro Pointe
<br />3500 South Bristol Street
<br />Suite 100
<br />Santa Ana, CA 92704
<br />3/15/24
<br />3/15/24
<br />ARCHITECTURE PLAN
<br />AND WALL TYPES
<br />A.1.0
<br />MB
<br />KG
<br />11 OF 81
<br />3500 S Bristol St Unit# 100 -
<br />101119098, 20182666 &
<br />401390437/11/2024
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