|
RE
<br />F
<br />E
<br />R
<br />
<br />T
<br />O
<br />RC
<br />P
<br />EXISTING STRUCTURE
<br />SUSPENDED CEILING REFER TO
<br />R.C.P. FOR SPECIFICATION
<br />2-1/2" x 20 GAUGE METAL STUD KICKERS @ 48"
<br />O.C. ATTACH TO STRUCTURE ABOVE WITH 3
<br />8" DIA
<br />HILT KB-TZ (ESR-1917) EMBEDDED 2" MIN. @
<br />24"O.C
<br />7/8" SHADOW MOLDING
<br />45°
<br />6"
<br />5/8" GYPSUM BOARD TO DECK ABOVE
<br />ON ONE SIDE
<br />(3) #10 SHEET METAL SCREWS
<br />2-1/2" x 20 GAUGE METAL STUD. ATTACH TO
<br />STRUCTURE WITH 3/8" DIA. HILTI KB-TZ
<br />(ESR-1917) EMBEDDED 2" MIN. @ 24" O.C.
<br />4'-0" O.C
<br />.
<br />2'-0"
<br />
<br />O
<br />.
<br />C
<br />.
<br />MAX.
<br />6"
<br />4'-0"O
<br />.
<br />C
<br />.
<br />4'-0"
<br />M
<br />A
<br />X
<br />8"
<br />·BRACING DETAIL
<br /> USG OR EQUAL
<br /> #ESR - 1222, LARR #25764
<br />6
<br />4
<br />2
<br />5
<br />3
<br />VERTICAL STRUT: A STRUT FASTENED TO THE MAIN
<br />RUNNER SHALL BE EXTENDED TO AND FASTENED TO
<br />THE STRUCTURAL MEMBERS SUPPORTING THE ROOF
<br />OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE
<br />TO RESIST THE VERTICAL COMPONENT INDUCED BY
<br />THE BRACING WIRE
<br />THESE HORIZONTAL RESTRAINT POINTS SHALL BE
<br />PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS
<br />WITH THE FIRST POINT WITHIN 6 FEET FROM EACH
<br />WALL
<br />ALL SUPPORT WIRES SHALL BE LOOPED AROUND
<br />RUNNERS, JOIST, SCREW EYES, ETC., WITH MINIMUM
<br />OF THREE TURNS, THEN TWISTED ABOUT
<br />THEMSELVES A MINIMUM OF THREE TIMES, TYPICAL
<br />UNLESS OTHERWISE NOTED
<br />1
<br />2
<br />3
<br />7
<br />9
<br />2'-0"
<br />
<br />O
<br />.
<br />C
<br />.
<br />MAX.
<br />6"
<br />4'-0"O
<br />.
<br />C
<br />.
<br />4'-0"
<br />M
<br />A
<br />X
<br />12'-0
<br />"
<br />
<br />O
<br />.
<br />C
<br />.
<br />8"
<br />LINE OF ALL OR END
<br />OF SUSPENDED CLG.
<br />CONSTRUCTION
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL
<br /> AS PER I.C.C. # ESR - 1338.
<br />1
<br />#12 GAUGE HANGER WIRES SPACED 4'-0"
<br />O.C. ALONG 1 1/2" METAL CHANNELS.
<br />LOCATE WITHIN 8" OF ENDS OF CHANNEL
<br />RUNS. ATTACH WIRE TO COMPOSITE METAL
<br />DECK WITH HILTI CEILING CLIP (CC27-ALH27)
<br />ICC-ESR-2184.
<br />1-1/2" x 20 GAUGE STEEL CHANNEL AT 4'-0"
<br />O.C. PROVIDE 1" CLEARANCE BETWEEN
<br />ABUTTING WALLS AND PARTITIONS. AT
<br />CHANNEL SPLICES, INTERIOR LOCK FLANGES,
<br />OVERLAP ENDS 12" AND SECURE EACH END
<br />WITH DOUBLE STRAND 12 GAUGE TIE WIRE
<br />7/8" x 20 GAUGE METAL FURRING CHANNEL
<br />WITH 1" CLEARANCE BETWEEN FURRING
<br />ENDS AND ABUTTING WALLS AND
<br />PARTITIONS. ATTACH FURRING CHANNELS
<br />TO A 1-1/2" CHANNEL WITH FURRING
<br />CHANNEL CLIPS INSTALLED ON ALTERNATE
<br />SIDES AT SPLICES, NEST FURRING CHANNELS
<br />WITH AT LEAST 8" OVERLAP AND SECURELY
<br />WIRE TIE EACH END WITH DOUBLE STRAND
<br />12 GAUGE TIE WIRE
<br />LATERAL SUPPORT WIRES, #12 GAUGE (MIN)
<br />SPLAYED IN FOUR DIRECTIONS 90 DEGREES
<br />APART. CONNECT TO 1-1/2" STEEL CHANNEL AT
<br />6" MAX. FROM CROSS FURRING CHANNEL TO
<br />STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING
<br />45 DEGREES FROM PLANE OF CEILING. INSTALL
<br />LATERAL SUPPORT WIRES AT 12'-0" INTERVALS
<br />EACH DIRECTION WITH THE FIRST POINT AT 4'-0"
<br />(MAX) FROM EACH WALL..
<br />5/8" GYPSUM BOARD. ATTACH GYPSUM BOARD
<br />TO FURRING CHANNELS WITH #8 SHEET METAL
<br />SCREWS AT 6" O.C.
<br />VERTICAL COMPRESSION STRUT, STEEL SECTION
<br />WITH L/R RATIO OF 200 MAX. ATTACH TO MAIN
<br />RUNNERS WITH 1/4" MACHINE BOLTS AND TO
<br />STRUCTURE WITH 3/8" DIA. HILTI KB-TZ
<br />(ESR-1917) EMBEDDED 2" MIN. @ 24" O.C.
<br />6
<br />5
<br />4
<br />8
<br />STRUT HEIGHT
<br />6'-0"
<br />8'-0"400S162-33
<br />14'-0"
<br />METAL STUD SIZE
<br />400S162-33
<br />(2)400S162-33
<br />Double Metal Studs
<br />#10 SMS @ 12" O.C Staggered
<br />Main runner
<br />Furring channel
<br />(2) Metal studs per schedule.
<br />3"
<br />
<br />M
<br />A
<br />X
<br />.
<br />Note:
<br />L > 14'-0": Provide structural design calculstions
<br />METAL STUD COMPRESSION STRUT SCHEDULE
<br />SEISMIC DESIGN CATEGORIES D,E AND F.
<br />1. SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D,E, AND F SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM
<br />C635, ASTM 636 AND CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE FOLLOWING:
<br />2. A HEAVY DUTY T-BAR GRID SHALL BE USED
<br />3. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL
<br />DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL
<br />DIRECTION SHALL HAVE A 0.75 ". CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE
<br />4. FOR CEILING AREAS EXCEEDING 1,000 SF HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE
<br />TRIBUTARY AREAS OF THE HORIZONTAL RESTRAINTS SHALL APPROXIMATELY EQUAL
<br />EXCEPTION:
<br />A. RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL
<br />SYSTEM ABOVE SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF THE ATTACHMENT OF THE CEILING GRID TO
<br />LESS THAN O.25" FOR THE LOADS PRESCRIBED IN SECTION 13.3.OF MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
<br />B. FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO
<br />AREAS NOT EXCEEDING 2,500 SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING
<br />SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE
<br />SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT
<br />C. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A
<br />2" OVERSIZE RING, SLEEVE, OR ADAPTER ROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL
<br />DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF THE CEILING MOVEMENT IN ALL HORIZONTAL
<br />DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION
<br />D. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF ASCE 7-10, SECTION 11A.1.3.9, ITEM 2.
<br />E. AS AN ALTERNATE TO PROVIDING LARGE CLEARANCES AROUND SPRINKLER SYSTEM PENETRATIONS THROUGH CEILING SYSTEMS, THE
<br />SPRINKLER SYSTEM AND CEILING SYSTEM AND CEILING GRID ARE PERMITTED TO BE DESIGNED AND TIED TOGETHER AS AN INTEGRAL
<br />UNIT. SUCH A DESIGN SHALL CONSIDER THE MASS AND FLEXIBILITY OF ALL ELEMENTS INVOLVED, INCLUDING THE CEILING SYSTEM,
<br />SPRINKLER SYSTEM, LIGHT FIXTURES AND MECHANICAL (HVAC) APPURTENANCES. SUCH DESIGN SHALL BE PERFORMED BY A REGISTERED
<br />DESIGN PROFESSIONAL
<br />GENERAL NOTES:
<br />1. LATERAL FORCE MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCTWORK THAT IS NOT PROVIDED
<br />WITH BRACING RESTRAINS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN
<br />SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOAD, WHICHEVER IS
<br />GREATER, WITH A SAFETY FACTOR OF 2.
<br />2. STRUTS OTHER THAN THE ONES LISTED ABOVE MAY BE USED WITH AN EVALUATION REPORT BY I.C.C. OR OTHER NATIONALLY
<br />ACCREDITED TESTING LABORATORY.
<br />3. ALL 24" x 48" CEILING LIGHT FIXTURES & 24" x 24" HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MIN. OF (2) TWO HANGERS @
<br />OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT OTHER ITEMS.
<br />4. ALL INTERIOR WALL & CEILING FINISHES SHALL BE INSTALLED IN ACCORDANCE WITH ASTM E 84 SHALL BE FLAME SPREAD CLASS III
<br />MIN.
<br />5. SPRINKLER HEADS AND OTHER PENETRATION CLEARANCE MIN. 2" DIA. OPENING OR A SWING JOINT
<br />6. ARMSTRONG ACOUSTICAL CEILING SUSPENSION ICC ESR-1308
<br />4'-0" TYP
<br />.
<br />1. VERTICAL STRUT: A STRUT FASTENED TO THE
<br />MAIN RUNNER SHALL BE EXTENDED TO AND
<br />FASTENED TO THE STRUCTURAL MEMBERS
<br />SUPPORTING THE ROOF OR FLOOR ABOVE. THE
<br />STRUT SHALL BE ADEQUATE TO RESIST THE
<br />VERTICAL COMPONENT INDUCED BY THE
<br />BRACING WIRE.
<br />2. HORIZONTAL RESTRAINT POINTS SHALL BE
<br />PLACED 12 FEET ON CENTER IN BOTH
<br />DIRECTIONS WITH THE FIRST POINT WITHIN 6
<br />FEET FROM EACH WALL.
<br />VERTICAL STRUT (TYP) STD INSTALLATION PER
<br />ASCE SECTION 13.5.6.
<br />2'-0"
<br />2'-0"
<br />2" (MAX) FROM BRACING WIRE TO CROSS
<br />RUNNERS.
<br />METAL STUD COMPRESSION STRUT PER
<br />SCHEDULE
<br />1/4" DIA. MACHINE BOLT
<br />ACOUSTICAL CEILING TILES
<br />CEILING CLIP ASSEMBLY - HILTI CC-CLIP
<br />FASTENED W/.177 DIA. POWER DRIVEN
<br />FASTENER DX-KWIK,
<br />LARR-25651-ICC ESR-2184, OR APPROVED
<br />EQUAL
<br />1-1/2"-3 TIGHT TURNS
<br />12 GA. VERTICAL WIRE
<br />SPLAYED BRACE WIRE
<br />COMPRESSION STRUT ATTACHMENT DETAILS
<br />12'-0"
<br />45.0°
<br />6'-0"
<br />MAX.
<br />6'
<br />-
<br />0
<br />"
<br />MA
<br />X
<br />12
<br />'
<br />-
<br />0
<br />"
<br />8"
<br />TYPICAL 12 GA. VERTICAL HANGER WIRE @
<br />4'-0" O.C. EACH WAY W/ MIN. 3 TIGHT TURNS
<br />IN 1-1/2" BOTH ENDS OF WIRE.
<br />12GA. BRACING WIRE W/ MIN. 3 TIGHT TURNS IN
<br />1-1/2" BOTH ENDS OF WIRE TYP. 90 APART @ 12'-0"
<br />O.C. EA. WAY.
<br />STARTING 6' FROM WALLS
<br />45.0°
<br />O.C.
<br />CEILING GRID GRID MAIN RUNNER
<br />12 GA. SPLAYED SEISMIC BRACING WIRE.
<br />3 TIGHT TURNS
<br />VERTICAL HANGER WIRE
<br />ATTACHED TO STRUCTURE WITH 3/8" DIA. HILTI
<br />KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C.
<br />CEILING CLIP ASSEMBLY - HILTI CC-CLIP
<br />FASTENED W/.177 DIA. POWER DRIVEN
<br />FASTENER DX-KWIK,
<br />LARR-25651-ICC ESR-2184, OR APPROVED
<br />EQUAL
<br />EMT COMPRESSION STRUT PER SCHEDULE.
<br />ENDS FLATTENED AND ATTACHED AS NOTED
<br />COMPRESSION STRUT SCHEDULECOMPRESSION STRUT SCHEDULE
<br />HEIGHT
<br />3 / 4" EMT
<br />METAL STUD OPTION
<br />UP TO 5'-0"250TI25-33 (20 GA)
<br />400S137-33 (20 GA)
<br />-400S200-33 (20 GA)
<br />UP TO 6'-0"
<br />UP TO 7'-0"
<br />UP TO 10'-0"
<br />1" EMT
<br />1 - 1 / 4" EMT
<br />EMT OPTION
<br />250TI25-33 (20 GA)
<br /> > 10'-0" : Provide structural design calculations.
<br />COMPRESSION STRUTS 12' O.C, BOTH DIRECTIONS,
<br />STEEL SECTION WITH L/R RATION OF 200 MAX.
<br />ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE
<br />BOLTS AND TO STRUCTURE WITH 3/8" DIA. HILTI
<br />KB-TZ (ESR-1917) EMBEDDED 2" MIN. @ 24" O.C.
<br />COMPRESSION STRUT SHALL NOT REPLACE HANGER
<br />WIRE.
<br />MAY BE STEEL STUD, BLACK IRON, EMT OR WOOD
<br />STUD (IN COMBUSTIBLE CONSTRUCTION TYPES
<br />ONLY) OR OTHER APPROVED EQUAL.
<br />-
<br />MAIN RUNNER
<br />CROSS RUNNER
<br />8"
<br />UN
<br />A
<br />T
<br />T
<br />A
<br />C
<br />H
<br />E
<br />D
<br />
<br />W
<br />A
<br />L
<br />L
<br />ATTACHED WALL
<br />6
<br />-
<br />10
<br />-
<br />#12 AWG STEEL WIRE CONNECTOR USED FOR BOTH GRID SUPPORT AND FIXTURE
<br />SUPPORT. ATTACH TO PERMANENT STRUCTURE. TYP. 6 PLACES
<br />2' x 4' FIXTURE SHOWN. DETAIL IS TYPICAL FOR 2' x 2' , 1' x 4' AND MOST OTHER
<br />RECESSED TROFFER FIXTURES.
<br />TYPICAL OF A VARIETY OF TROFFER FIXTURE SUPPORT WIRE CONNECTION
<br />TABS.
<br />PROVIDE MIN. 3 COMPLETE TURNS OF WIRE NO MORE THAN 15" LONG (TYP.)
<br />#10 TEK SCREWS LOCATED AT OPPOSITE CORNERS OF RUNNERS THRU INTEGRAL
<br />FIXTURE SUPPORT TABS - ONE SCREW SHOWN FOR CLARITY. USE OF UL - LISTED
<br />ACCESSORY FIXTURE SUPPORT TABS PROVIDED BY FIXTURE MANUFACTURER
<br />MAY BE USED IF ACCEPTABLE WITH THE LOCAL CODES. SCREWS SHOULD NOT
<br />EXTEND INTO THE BODY OF THE FIXTURE AS THIS MAY DISTORT FIXTURE BODY
<br />CREATING LIGHT LEAKAGE.
<br />#12 AWG STEEL WIRE CONNECTOR USED FOR BOTH GRID SUPPORT AND FIXTURE
<br />SUPPORT. ATTACH TO PERMANENT STRUCTURE. TYP. 6 PLACES
<br />2' x 4' FIXTURE SHOWN. DETAIL IS TYPICAL FOR 2' x 2' , 1' x 4' AND MOST OTHER
<br />RECESSED TROFFER FIXTURES.
<br />TYPICAL OF A VARIETY OF TROFFER FIXTURE SUPPORT WIRE CONNECTION
<br />TABS.
<br />PROVIDE MIN. 3 COMPLETE TURNS OF WIRE NO MORE THAN 15" LONG (TYP.)
<br />#10 TEK SCREWS LOCATED AT OPPOSITE CORNERS OF RUNNERS THRU INTEGRAL
<br />FIXTURE SUPPORT TABS - ONE SCREW SHOWN FOR CLARITY. USE OF UL - LISTED
<br />ACCESSORY FIXTURE SUPPORT TABS PROVIDED BY FIXTURE MANUFACTURER
<br />MAY BE USED IF ACCEPTABLE WITH THE LOCAL CODES. SCREWS SHOULD NOT
<br />EXTEND INTO THE BODY OF THE FIXTURE AS THIS MAY DISTORT FIXTURE BODY
<br />CREATING LIGHT LEAKAGE.
<br />CROSS TEE
<br />TEE-FACE SLEEVE
<br />4-WAY SEISMIC
<br />EXPANSION JOINT CLIP
<br />FASTENER MAIN TEE
<br />HANGER WIRE NEAR
<br />TEE END
<br />1"
<br /> MIN.
<br />FIELD CUT MAIN TEE
<br />CROSS TEE
<br />ONE SIDE OF SPLICE CAP CRIMPED TO
<br />ALLOW MOVE MENT ONLY ON
<br />OPPOSITE END
<br />HANGER WIRE NEAR
<br />TEE END
<br />1"
<br /> MIN.
<br />3 FULL TWIST MIN.
<br />T-BAR CEILING (SEE REFLECTED CLG. PLAN) IF
<br />APPLICABLE
<br />SCREW TIGHTENED THROUGH MAIN
<br />RUNNER/CROSS TEE BULB OR WEB
<br />7/8"
<br />8" MAX
<br />·CEILING TILE AND GRID
<br /> ARMSTRONG ICC-ESR-1308
<br /> L.A. RR. #25032
<br />·SEISMIC WALL CLIP
<br /> BERC2 OR EQUAL
<br /> ICC - ESR 1308, LARR #25032
<br />ARMSTRONG 7/8" ANGLE MOLDING
<br />ARMSTRONG BERC2 SEISMIC WALL
<br />ATTACHMENT CLIP.
<br />ARMSTRONG 7/8" ANGLE
<br />MOLDING
<br />ARMSTRONG BERC2 SEISMIC
<br />WALL ATTACHMENT CLIP
<br />HANGER WIRE
<br />MAIN RUNNER/CROSS TEE
<br />7/8"
<br />B
<br />B
<br />B SECTION VIEW
<br />A ISOMETRIC VIEW
<br />SCREW TIGHTENED THROUGH
<br />MAIN RUNNER/CROSS TEE BULB
<br />OR WEB
<br />T-BAR CEILING (SEE REFLECTED CLG. PLAN) IF
<br />APPLICABLE
<br />3/4"
<br />7/8"
<br />·CEILING TILE AND GRID
<br /> ARMSTRONG ICC-ESR-1308
<br /> L.A. RR. #25032
<br />·SEISMIC WALL CLIP
<br /> BERC2 OR EQUAL
<br /> ICC - ESR 1308, LARR #25032
<br />ARMSTRONG 7/8" ANGLE MOLDING
<br />ARMSTRONG BERC2 SEISMIC WALL
<br />ATTACHMENT CLIP.
<br />ARMSTRONG 7/8" ANGLE
<br />MOLDING
<br />ARMSTRONG BERC2 SEISMIC
<br />WALL ATTACHMENT CLIP
<br />HANGER WIRE
<br />MAIN RUNNER/CROSS TEE
<br />7/8"
<br />B
<br />B
<br />B SECTION VIEW
<br />A ISOMETRIC VIEW
<br />LOOSE SLIP SCREW
<br />3 FULL TWIST MIN.
<br />LOOSE SLIP SCREW
<br />8" MAX
<br />3/4"
<br />A-30.24
<br />6
<br />7
<br />10
<br />13
<br />14
<br />15
<br />16
<br />18
<br />SCALEEXPANSION JOINT
<br />SCALE SCALE SCALE SCALE
<br />SCALESUSPENDED GYP. BOARD CEILINGSCALE
<br />SCALE LIGHT FIXTURE SEISMIC SUPPORT SCALE
<br />CEILING DETAILS
<br />COMPOSITE DECK
<br />3"=1'-0"
<br />1-1/2=1'-0"
<br />1-1/2"=1'-0"
<br />3"=1'-0"
<br />17SCALE
<br />NANOT USED
<br />AS NOTED
<br />1-1/2"=1'-0"SUSPENDED CEILING GRID DETAIL8SCALE
<br />1-1/2"=1'-0"
<br />PROJECT:
<br />DATE:
<br />DRAWN:
<br />SCALE:
<br />PROJECT NO:
<br />REVIEWED:
<br />SHEET NO:
<br />SHEET TITLE:
<br />STAMP AND SIGNATURE:
<br />CONSULTANTS:
<br />DATE DESCRIPTION DELTA
<br />DRAWINGS ISSUE
<br />02/15/2024 ISSUE FOR PLANNING APPROVAL
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<br />485C US Route 1 South, Suite 105
<br />Iselin, NJ 08830
<br />www.saaia.com
<br />T 310.553.3252
<br />T 213.929.1400
<br />T 949.724.8958
<br />San Francisco, CA 94105
<br />T 415.390.6793
<br />T 848.200.1200
<br />New York, NY 10017
<br />T 917.512.6688
<br />575 Market St., Suite 502
<br />711 3rd Ave., 6th Floor
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<br />ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT
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<br />02/22/2024 ISSUE FOR PLAN CHECK / BID
<br />02/26/2024 PLANNING COMMENTS A
<br />04/03/2024 TENANT COMMENTS / FIELD REVISIONS B
<br />AND PLAN CHECK COMMENTS 01
<br />ATTACHED - GRID TO WALL DETAIL
<br />19
<br />20
<br />SCALE
<br />SCALE
<br />UNATTACHED - GRID TO WALL DETAIL
<br />1ST & 2ND FLOOR
<br />1-1/2"=1'-0"CEILING DETAIL
<br />NANOT USED
<br />NANOT USEDNANOT USED
<br />NANOT USED NANOT USED
<br />NELSON
<br />ALGAZE
<br />No. C-21090
<br />REN. 03/31/2025
<br />L
<br />CENSE ARC
<br />EC
<br />SAE O CAL ORNA
<br />1700 E St Andrew Pl - 101118387,
<br />20182190, 30146952 & 40138878
<br />6/5/2024
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