1001 FANNIN STREET FIRST CITY TOWER, SUITE 300 HOUSTON, TX 77002 PHONE: (713) 622-1180 FAX: (713) 622-7021 PHONE: FAX: PHONE: FAX: TENANT PLANT PROCESS GROUP 2525 SOUTH SHORE BLVD, SUITE 410/420 PHONE: (281)-333-7700 FAX: (281)-333-7703 C:\Users\allison.powell\Desktop\My Revit\SOUTH SHORE 2525 PPE EXPANSION AP.rvt 3/17/2015 4:04:38 PM 03/17/2015 R304433.01 A0.00 COVER SHEET PPE EXPANSION 2525 SOUTH SHORE ISSUE FOR PERMIT, PRICING & CONSTRUCTION 03/17/2015 ANICO 2600 SOUTH SHORE BLVD LEAGUE CITY, TX 77573 (713) 521-2090 N/A MEP ENGINEER T&D ENGINEERS, LLC 738 HWY 6, SUITE 260 HOUSTON, TX 77079 (713)- 933-1001 N/A
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PPE EXPANSION south... · 1001 fannin street first city tower, suite 300 houston, tx 77002 phone: (713) 622-1180 fax: (713) 622-7021 phone: fax: phone: fax: tenant plant process group
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1001 FANNIN STREETFIRST CITY TOWER, SUITE 300HOUSTON, TX 77002
PHONE: (713) 622-1180FAX: (713) 622-7021
PHONE:FAX:
PHONE:FAX:
TENANTPLANT PROCESS GROUP2525 SOUTH SHORE BLVD, SUITE 410/420
PHONE: (281)-333-7700FAX: (281)-333-7703
C:\U
sers\
alliso
n.pow
ell\D
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p\My R
evit\S
OUTH
SHO
RE 25
25 P
PE E
XPAN
SION
AP.
rvt3/1
7/201
5 4:04
:38 P
M
03/17/2015R304433.01
A0.00
COVE
R SH
EET
PPE EXPANSION2525 SOUTH SHORE
ISSU
E FO
R PE
RMIT
, PRI
CING
& C
ONST
RUCT
ION
03/17
/2015
ANICO2600 SOUTH SHORE BLVDLEAGUE CITY, TX 77573
(713) 521-2090N/A
MEP ENGINEERT&D ENGINEERS, LLC738 HWY 6, SUITE 260HOUSTON, TX 77079
ATTENUATINGAV AUDIO VISUALAUTO AUTOMATICAUX AUXILIARYAVE AVENUEAVG AVERAGE
B-B BACK TO BACKB&B BALLED AND BURLAPPEDBSMT BASEMENTBM BEAMBRG BEARINGB.M. BENCH MARKBTW BETWEENBLK BLOCKBLKG BLOCKINGBD. BOARDB/F BOTH FACESBOT BOTTOMBRKT BRACKETBLDG BUILDINGBUR BUILT UP ROOF(ING)
CAB CABINETC.O. CASED OPENINGCSMT CASEMENTCIP CAST IN PLACECI PIPE CAST IRON PIPECB CATCH BASINCLG CEILINGCEM CEMENTCTR CENTERC-C CENTER TO CENTERCT CERAMIC TILECKBD CHALKBOARDCLR CLEAR(ANCE)CCTV CLOSED CIRCUIT
PROJECT LOCATION: 2525 SOUTH SHORE BLVD-SUITE 410/420
PROJECT AREA: SUITE 410/420
PROJECT DESCRIPTION: INTERIOR BUILDOUT
MORRIS ARCHITECTS NO: R304433.01
OCCUPANCY GROUP: B- BUSINESS
OCCUPANCY LOAD: 100SF/OCC = 25 TOTAL OCCUPANTS
TYPE OF CONSTRUCTION: TYPE II-A
EXTENT OF FIRE SPRINLERS: SPRINKLERED
NUMBER OF STORIES: 4 FLOORS
APPLICABLE CODES AND ORDINANCES
INTERNATIONAL BUILDING CODE, 2006 EDITIONINTERNATIONAL EXISTING BUILDING CODE, 2006 EDITIONNFPA 101 LIFE SAFETY CODEINTERNATIONAL MECHANICAL CODE, 2006 EDITIONINTERNATIONAL PLUMBING CODE, 2006 EDITIONNATIONAL ELECTRICAL CODE (NEC) 2005 EDITIONINTERNATIONAL FIRE PREVENTION CODE, 2006 EDITIONCODES MODIFIED BY CITY ORDINANCES- CHAPTER 22 BUILDINGS AND BUILDING REGULATIONSTEXAS ACCESIBILITY STANDARDS
*FIRE ALARMS AND SPRINKLER SYSTEMS TO BE PERMITTED SEPERATELY*
1 03/7/2015 ISSUE FOR PERMIT AND BID &CONSTRUCTION
104.1 Dimensions. Dimensions that are not stated as "maximum" or "minimum" are absolute.
104.1.1 Construction and Manufacturing Tolerances. All dimensions are subject toconventional industry tolerances except where the requirement is stated as a range withspecific minimum and maximum end points.
104.2 Calculation of Percentages. Where the required number of elements or facilities to beprovided is determined by calculations of ratios or percentages and remainders or fractionsresult, the next greater whole number of such elements or facilities shall be provided. Wherethe determination of the required size or dimension of an element or facility involves ratios orpercentages, rounding down for values less than one half shall be permitted.
104.3 Figures. Unless specifically stated otherwise, figures are provided for informationalpurposes only.
DOMINANT DIRECTION OFTRAVEL
FIG. 302.2CARPET PILE HEIGHT
FIG. 302.3ELONGATED OPENINGS IN FLOOR OR
GROUND SURFACES
1/2" M
AX.
1/2" MAX.
LONG
DIM
ENSI
ON P
ERPE
NDIC
ULAR
TO
DOMI
NANT
DIR
ECTIO
N OF
TRA
VEL
1
2
FIG. 303.3BEVELED CHANGE IN LEVEL
FIG. 303.2VERTICAL CHANGE IN LEVEL
1/4" M
AX.
1/4".
1/4".
1/2".
FIG. 304.3.2T-SHAPED TURNING
SPACE
60" MIN.
36" M
IN.
24" M
IN.
36" MIN.
12" MIN.
36" M
IN.
24" M
IN.
12" MIN.
FIG. 305.3CLEAR FLOOR OR GROUND SPACE
FIG. 305.5POSITION OF CLEAR FLOOR OR GROUND SPACE
(a)FORWARD
(b)PARALLEL
FIG. 305.7.1MANEUVERING CLEARANCE IN AN ALCOVE,
FORWARD APPROACH
FIG. 305.7.2MANEUVERING CLEARANCE IN AN ALCOVE,
PARALLEL APPROACH
48" MIN.
30" M
IN.
30" M
IN.
48" MIN.48" M
IN.
30" MIN.
36" MIN. 60" MIN.
X > 2
4"
X > 1
5"
FIG. 306.2TOE CLEARANCE
(a)ELEVATION (b)
PLAN
FIG. 306.3KNEE CLEARANCE
(a)ELEVATION
(b)PLAN
30" M
IN.
30" M
IN.
8" MIN.
27" M
IN.
11" MIN.
9" M
IN.
9"
6" MAX.17" - 25"
25" MAX.
FIG. 307.4VERITCAL CLEARANCE
FIG. 307.2LIMITS OF PROTRUDING
OBJECTS
FIG. 307.3POST-MOUNTED PROTRUDING OBJECTS
(a) (b)
27" M
AX
X < 8
0"
4" MAX.
X >
27"
X ≥
80"
27" -
80"
12" MAX. 12" MAX.
27" M
AX. 80
" MIN
.
X > 12"
X > 12"
FIG. 403.5.2CLEAR WIDTH AT TURN
(a)180 DEGREE TURN
(b)180 DEGREE TURN
(EXCEPTION)
FIG. 403.5.1CLEAR WIDTH OF AN ACCESSIBLE ROUTE
60" M
IN.
36" MIN. 36" MIN.X < 48"
48" M
IN.
42" MIN. 42" MIN.
X < 48"
48" MIN.24" MAX. 24" MAX.
32" M
IN.
36" M
IN.
32" M
IN.
36" M
IN.
(c)FOLDING DOOR
(b)SLIDING DOOR
(a)HINGED DOOR
FIG. 404.2.3CLEAR WIDTH OF DOORWAYS
(a)FRONT APPROACH, PULL SIDE
(b)FRONT APPROACH, PUSH SIDE
(c)FRONT APPROACH, PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER AND LATCH
(d)HINGE APPROACH, PULL SIDE
(e)HINGE APPROACH, PULL SIDE
(f)HINGE APPROACH, PUSH SIDE
FIG. 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES
(g)HINGE APPROACH, PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER AND LATCH
(h)LATCH APPROACH, PULL SIDE
(i)LATCH APPROACH, PULL SIDE, DOOR
PROVIDED WITH CLOSER
(j)LATCH APPROACH, PUSH SIDE,
(k)LATCH APPROACH, PUSH SIDE,DOOR PROVIDED WITH CLOSER
(a)FRONT APPROACH
(b)SIDE APPROACH
(c)PCKET OR HINGE APPROACH
(e)STOP OR LATCH APPROACH
FIG. 404.2.4.2MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DORS, GATES, AND FOLDING DOORS
(a)PULL SIDE
(b)PUSH SIDE
(c)PUSH SIDE, DOOR PROVIDED WITH
BOTH CLOSER AND LATCH
FIG. 404.2.4.3MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES
(a)
(b)
(c)
FIG. 404.2.6DOORS IN SERIES AND GATES IN SERIES
32" MIN.
90°
32" MIN.
32" MIN.
60" M
IN.
18" MIN. 60" M
IN.
36" MIN.48" M
IN.
42" M
IN.
48" M
IN.
12" MIN.
54" M
IN.
42" MIN.22" MIN.
48" M
IN.
22" MIN.
48" M
IN.
24" MIN.
54" M
IN.
24" MIN. 24" MIN.
42" M
IN.
24" MIN.
48" M
IN.
48" M
IN.
22" MIN. 42" M
IN.
24" MIN.42" M
IN.
18" MIN.
X >
8"
60" M
IN.
X >
8"
48" M
IN.
48" M
IN.
X > 8
"
12" MIN.
48" MIN.
48" MIN.
48" MIN.
LANDING LANDINGRAMP RUN RAMP RUN
RAMP RUN
LANDING
(a)STRAIGHT
(b)CHANGE IN DIRECTION
FIG. 405.7RAMP LANDINGS
FIG. 405.9.2CURB OR BARRIER EDGE PROTECTION
FIG. 405.9.1EXTENDED FLOOR OR GROUNDSURFACE EDGE PROTECTION
60" MIN. 60" MIN.
AT LE
AST
AS W
IDE
AS R
AMP
RUN
60" MIN.
60" M
IN.
X < 4
"
12" MIN. 12" MIN.
201
ADJOININGSURFACE MAXIMUMSLOPE
CURB RAMP SLOPE
FIG. 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS FIG. 406.3 SIDES OF CURB RAMPS
1 03/7/2015 ISSUE FOR PERMIT AND BID &CONSTRUCTION
MECH.WOMEN
STAIR A
2
1
14
4
5
3
NOT IN SCOPE
1 REMOVE FLOOR FINISHES THROUGHOUT.
2 DEMOLISH EXISTING MILLWORK.
3 EXISTING WOOD BASE TO REMAIN, U.N.O. PROTECT DURINGDEMOLITION AS REQ'D.
4 REMOVE EXISTING RUBBER BASE THROUGHOUT, U.N.O.
5 REMOVE EXISTING POWER WHERE NOTED.
1. DEMOLISH ANY BLANK PLATES, EMPTY HOLES, AND SWITCHES THATARE NOT TO BE UTILIZED IN BUILD-OUT. PATCH HOLES.
2. REMOVE EXISTING FLOOR FINISHES THROUGHOUT AND PREPFLOOR TO RECEIVE NEW FINISHES, UNO.
3. SALVAGE ALL DOORS AND HARDWARE FOR POSSIBLE REUSE.CONTACT BUILDING ENGINEER FOR STORAGE IF NOT REUSED.
4. GENERAL CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONSPRIOR TO PRICING AND DEMOLITION. ANY DISCREPANCIES SHALL BEREPORTED TO THE ARCHITECT.
5. DASHED LINES INDICATE CONDITION TO BE DEMOLISHED/REMOVEDUNLESS NOTED OTHERWISE.
6. ALL ITEMS TO BE REUSED SHOULD BE STORED IN A MANNER TOPREVENT DAMAGE WITHIN THE SUITE. IF DAMAGE OCCURS TO ITEMSBEING STORED WITHIN THE SUITE, CONTRACTOR SHALL REPAIR ORREPLACE THE ITEM AT CONTRACTOR'S EXPENSE. ANY UNUSEDMATERIALS SHALL BE RETURNED TO THE BUILDING ENGINEER ANDSTORED AT THEIR DIRECTION.
7. ALL TELEPHONE/CABLE WIRING NOT TO BE REUSED SHALL BEREMOVED BACK TO ORIGIN POINT.
8.EXISTING BLINDS TO REMAIN. REMOVE & REPLACE DAMAGED BLINDSAS REQ'D. NEW TO MATCH EXISTING, PROTECT DURINGCONDTRUCTION. CLEAN AT END OF CONSTRUCTION.
9. PATCH AND REPAIR GYPSUM BOARD PARTITIONS AS REQUIRED ANDPREP FOR NEW FINISHES.
10. REMOVE ALL WALL SIGNAGE, UNO.
11. PRESERVE FIRE-RATINGS IN PARTITIONS TO REMAIN.
12. ALL CONTRACTORS MUST COMPLY WITH THE BUILDINGCONTRACTOR RULES AND REGULATIONS. CONTRACTORS SHALLADHERE TO THE HOURS OF AVAILABILITY FOR THE REMOVAL OFDEBRIS AND MAKE EVERY REASONABLE EFFORT TO AVOIDCONFLICT AND INTERFERENCE WITH THE BUILDING OPERATIONS.CONTRACTOR TO FOLLOW DEMOLITION VENTILATIONREQUIREMENTS.
13.DEMOLITION OF FIRE SAFETY EQUIPMENT, SUCH AS ALARMS,SPEAKERS, AND SMOKE DETECTORS, MUST BE COORDINATEDWITH THE BUILDING ENGINEER AND/OR BUILDING MANAGEMENT.
14. ALL FIRE SAFETY EQUIPMENT AND ASSOCIATED CONDUIT ANDWIRING SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGEDURING DEMOLITION AND/OR CONSTRUCTION.
15. ALL PUBLIC AREAS SUCH AS ELEVATOR LOBBIES, SHAREDCORRIDORS, AND STAIRWELLS SHALL BE PROTECTED AND MUSTBE CONTINUOUSLY KEPT CLEAN PATHS ARE TO BEUNOBSTRUCTED AND ALLOW FOR SAFE TRAVEL TO FIRE EGRESSSTAIRS. EQUIPMENT AND OTHER BELONGING TO THE BUILDINGSHALL ALSO BE PROTECTED AND REFURBISHED IF DAMAGEDDURING THE COURSE OF DEMOLITION AND CONSTRUCTION.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OFDEMOLISHED MATERIALS FROM THE SITE. ALL MATERIALS SHALLBE DISPOSED OF IN A LAWFUL MANNER.
N/ADEMO PLAN KEYED NOTES 11 N/ADEMO PLAN GENERAL NOTES 01
1 03/7/2015 ISSUE FOR PERMIT AND BID &CONSTRUCTION
ref
MECH.WOMEN
STAIR A
GENERAL NOTES - RCP DEMO
1. DASHED LINE INDICATES CONDITION TO BE DEMOLISHED / REMOVED UNLESS NOTEDOTHERWISE.
2. ALL ITEMS TO BE REUSED SHOULD BE STORED IN A MANNER TO PREVENT DAMAGE WITHINSUITES. IF DAMAGE OCCURS TO ITEMS BEING STORED WITHIN SUITE, CONTRACTOR SHALLREPAIR / REPLACE THE ITEM AT CONTRACTOR'S EXPENSE. ANY UNUSED MATERIALS SHALLBE RETURNED TO THE BUILDING ENGINEERS AND STORED AT THEIR DIRECTIONS.
3. GENERAL CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO PRICING ANDDEMOLITION. ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECTS.
4. REMOVE EXISTING LIGHTS AND CEILING FIXTURES AS NOTED. RETAIN FOR POSSIBLERELOCATION. IF NOT REUSED, CONTACT BUILDING ENGINEER FOR STORAGE. COORDINATESPRINKLER HEADS W/ PLUMBING DRAWINGS.
5. PATCH AND REPAIR CEILING TILES AND CEILING GRID AS REQUIRED AND PREP FOR NEWFINISHES.
6. FIELD VERIFY EXISTING CEILING GRIDS AND TILES. REMOVE ALL BROKEN, DAMAGED ORSTAINED CEILING TILES. REPLACE WITH NEW CEILING TILES. NEW TILES SHALL MATCH EXISTING.COORDINATE WITH BUILDING MANAGEMENT.
RCP SYMBOLS LEGEND
EXISTING DIRECT/INDIRECT 2X4 FIXTURE TO REMAIN
DEMOLISHED DIRECT/INDIRECT 2x4 FIXTURE. SALVAGE FOR REUSE.
N/ADEMO RCP GENERAL NOTES 06 N/ADEMO RCP LEGEND. 01
1 03/7/2015 ISSUE FOR PERMIT AND BID &CONSTRUCTION
OFFICE106
KITCHEN107
OFFICE108
OFFICE109
5' - 0" CLEAR
OFFICE100
OFFICE101
OFFICE102 OFFICE
103OFFICE
104
INTERNAL CONF.105
OFFICE116
OFFICE115
OPEN AREA114
OPEN AREA111
RECEPTION112 RECEPTIONIST
113
COPY/LIBRARY110
IT CLOSET117
CPT-1
PT-1RB-1
1
2
CPT-1
PT-1RB-1
LVT-2
PT-1RB-1
CPT-1
PT-1RB-1
PT-3
PT-1RB-1
LVT-1
PT-1WD-1
TS-1
TS-1
CPT-1
PT-1RB-1
LVT-2
PT-1RB-1
PT-2 PT-2 PT-2 PT-2 PT-2
PT-2PT-2PT-2
PT-2
PT-2
PT-2
PT-2
PT-2PT-2
PT-2
WC-1
PT-2
PT-2
02/A
6.00
TS-1
TS-1
TS-1
TS-1
WC-2
PT-2
PT-2
PT-2 PT-2
PT-2
3
3
OFFICE118
OFFICE119
OFFICE122
OFFICE123
OFFICE121
OFFICE120
OFFICE126
KITCHEN125
OFFICE124
OFFICE127
OFFICE128
OFFICE130
OFFICE132
OFFICE133
OFFICE131
OFFICE129
CONFERENCE134
STORAGE135
PT-2
TYP. INOFFICES
04/A6.00
PT-2
PT-2
PT-2CPT-1PT-1
RB-1
5
4
4
3' - 0
"
5' - 0
" CLE
AR
ALIGNALIGN
50' - 0"
6' - 0
" CLE
AR
EQEQ
4' - 8"
ALIGN
ALIGN
CORRIDOR136
CORRIDOR137
109A108A107A
106A
101A 102A
136A
112A
PARALLELTO EXIST.
6
6
GENERAL NOTES:
1. ALL CEILING TILES AND GRIDS TO MATCH EXISTING.
2. VERIFY ALL TRANSITIONS ARE PROPERLY COORDINATED WITH FINISH THICKNESS PRIOR TO ORDERING.
3. FLOAT FLOORING AS REQUIRED AT FLOORING CHANGES SO THE TOP FACES ARE FLUSH.
4. FLOOR TRANSITIONS ARE TO OCCUR AT THE CENTERLINE OF DOOR, UNLESS NOTED OTHERWISE.
5. ALL FLOORING TO BE CPT-2, UNLESS NOTED OTHERWISE.
6. ALL WALL BASE TO BE RB 1, UNLESS NOTED OTHERWISE.
7. ALL WALLS TO BE PT-1, UNLESS NOTED OTHERWISE.
INDICATES CARPET INSTALLATION DIRECTION.
GENERAL NOTES
1. ALL PARTITIONS TO BE TYPE J2 UNLESS NOTED OTHERWISE.
2. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS NOTED OTHERWISE.
3. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES.
4. PARTITIONS SHOWN ALIGNED WITH EXISTING WALLS SHOULD BE FINISHED FLUSH AND SMOOTH WITH EXISTING SURFACES.
5. ALL WOOD BLOCKING USED INSIDE OF PARTITIONS TO BE FIRE RETARDANT TREATED.
6. REFER TO SHEETS A-5.20 FOR DOOR SCHEDULE, HARDWARE SCHEDULE AND DOOR FRAME TYPES.
7. CONTRACTOR TO VERIFY EXISTING DEMISING PARTITION EXTENDS TO UNDERSIDE OF SLAB ABOVE. PROVIDE INSULATED PONY WALL ABOVE EXISTING PARTITION AS REQUIRED.
8. ALL HEAD TRACK AND DOOR FRAMES TO BE CLEAR ANODIZED ALUMINUM.
TAG TYPE MANUFACTURER PRODUCT STYLE PRODUCT COLOR NOTES / GENERAL LOCATION
FLOORING
RB-1 RUBBER BASE FLEXCO 024 STONE BASE TO BE USED W/CARPET, 4"H,1/8"THK, ROLL GOOD, STRAIGHT BASE
BASE
WC-1 WALLCOVERING WOLF GORDON BARRETT GOH 09767013 RECEPTION WALLCOVERING
WALL
WC-2 GLASS FILM INFINITE OPTIKS 231-01FLOOR TO CEILING FILM ON GLASSWHERE NOTED
1 03/7/2015 ISSUE FOR PERMIT AND BID &CONSTRUCTION
MECH.WOMEN
STAIR A
CM
PROVIDESTUB STUDBETWEENWALLFRAMING FORMIDDLE BOX
BACK TO BACKOUTLETS TO BESEPARATED BYMTL STUDFRAMING
PROVIDESTUB STUDBETWEENWALLFRAMINGFOR MIDDLEBOX
OFFICEOFFICE
EQEQ
EQEQ
4'-9"
3'-6"
EE
EE
EE
E
E
EE
E
E EE
E EE
EE
E
E
E
EE
E
E
E
OFFICE104
INTERNAL CONF.105OFFICE
103OFFICE
102OFFICE
101OFFICE
100
OFFICE106
KITCHEN107
OFFICE108
OFFICE109
COPY/LIBRARY110
OPEN AREA111
IT CLOSET117
RECEPTION112
RECEPTIONIST113
OPEN AREA114
OFFICE115
OFFICE116
JJJ J
1
1
2
3
4
2
E
E E
EEE
E
EE
E
E
E
42" A.F.F.
42" A.F.F.
FLOOR RECESSED POWER & DATA. HARDWIRECONNECTION TO FURNITURE.
POWER & DATA HDMI CONNECTION FOR WALLMOUNTED T.V.. 60" A.F.F.
1
2
GENERAL NOTES:
A. THIS PLAN IS FOR DEVICE LOCATION ONLY. REFER TO ELECTRICAL ENGINEERSDRAWINGS FOR CIRCUITING AND ADDITIONAL OUTLETS AS REQUIRED.
C. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITYSYSTEMS.
D. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITHMANUFACTURER TO ENSURE PROPER FIT AND FUNCTION.
E. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELECOM AND OTHEREQUIPMENTS.
F. RECEPTACLES MOUNTED ABOVE COUNTERS / BACKSPLASHES SHALL BE ORIENTEDHORIZONTALLY AND FLUSH WITH THE TOP OF THE BACKSPLASH. REFER ALSO TOELEVATIONS. DIMENSIONS A.F.F. NOTED ON THIS PLAN ARE INTENDED AS A GUIDE.
H. ALL ELECTRICAL RECEPTACLES, SWITCHES, MISCELLANEOUS DEVICES AND TRIMPLATES SHALL BE BUILDING STANDARD, U.N.O.
I. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPERATE STUD CAVITIES. DONOT INSTALL BACK TO BACK.
J. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS. PROVIDEONE-PIECE TYPE GANG COVER PLATES, U.N.O.
K. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT.
L. ALL PLENUM CABLING SHALL BE ENCLOSED IN CONDUIT OR COATED WITH TEFLON (OROTHER APPROVED LOW-SMOKE MATERIAL). THIS APPLIES TO TENANT PROVIDED DATAAND COMMUNICATIONS LINES AS WELL AS CONTRACTOR PROVIDED WORK.
M. FACEPLATES AND GENERAL PURPOSE OUTLET SHALL MATCH EXISTING. PROVIDESAMPLE TO ARCHITECT FOR REVIEW. OTHER OUTLETS SHALL MATCH EXISTING.
N/APOWER/DATA GENERAL NOTES 11 N/APOWER/DATA LEGEND 01N/AAPPLIANCE SCHEDULE 06 12" = 1'-0"BACK TO BACK OUTLET LAYOUT 21
1 03/7/2015 ISSUE FOR PERMIT AND BID &CONSTRUCTION
THE ALPHANUMERIC DESIGNATION IN EACH PARTITION TYPE SYMBOL DESCRIBES THEPARTITION CONSTRUCTION AND THICKNESS. THE NUMBER IN THE BOTTOM HALF OF THESYMBOL, WHERE OCCURRING, INDICATES THE HOURLY "FIRE RESISTIVE RATINGS"REQUIRED OF THAT PARTITION. A DASH (-) INDICATES A NON-RATED PARTITION.
ALL PARTITION TYPES SHOWN HERE ARE DRAWN AS "NON FIRE-RATED". WHERE FIRERESISTIVE GYPSUM WALLBOARD CONSTRUCTION IS INDICATED, PROVIDE GYPSUMWALLBOARD PER UL DESIGN # AND PROVIDE RATED JOINT ASSEMBLY AT TOP AND BOTTOMAND ALL PENETRATIONS, TYPICAL BOTH SIDES OF PARTITION.
UNDERWRITERS LABORATORY AND OTHER TESTING AGENCY DESIGNATIONSINDICATED FOR FIRE RESISTIVE CONSTRUCTION ARE GIVEN FOR PURPOSESOF DESCRIBING CONSTRUCTION REQUIREMENTS ONLY AND ARE NOTINTENDED TO LIMIT MANUFACTURERS OF MATERIALS. COMPLY WITH THECONSTRUCTION REQUIREMENTS OF THE INDICATED DESIGN.
LIMITING HEIGHT INDICATES GIVE THE MAXIMUM UNSUPPORTED HEIGHT FOR THATPARTITION TYPE BASED ON A DEFLECTION CRITERIA RATION OF L/240. WHERE FLOORTO STRUCTURE HEIGHT OF PARTITION EXCEEDS THE INDICATED LIMITING HEIGHT, PROVIDESUPPLEMENTAL BRACING TO THE STRUCTURE OVERHEAD AS REQUIRED TO MAINTAINDEFLECTION RATIO WITHIN L/240. HEIGHTS LISTED ARE FOR INFORMATION ONLY BASED ON USGMANUFACTURER'S CATALOGUE
PARTITION DESIGNATIONC32 PARTITION DESIGNATION
SUPPLEMENT BRACINGCONSISTING OF MTL. STUDS ORMTL. ANGLESVERIFY W/ SCHED. CEILING
.
LIMITING HEIGHT
FOR PARTITION WITH "BRITTLE" FINISHES SUCH AS PLASTER AND CERAMIC TILE,DESIGN PARTITION SYSTEM TO MAINTAIN DEFLECTION RATIO WITH L/360.
SUSPENDED CEILINGS SHALL NOT BE CONSIDERED AS BRACING.
WHERE GYPSUM WALLBOARD IS THE SUBSTRATE FOR APPLICATION OF CERAMIC TILE, PROVIDE"WATER-RESISTANT" BOARD. WHERE FIRE RESISTIVE CONSTRUCTION IS INDICATED, PROVIDEFIRE RESISTIVE W/R BOARD.
STC RATINGS SHOWN FOR SOUND WALLS ARE BASED ON LABORATORY TESTED ASSEMBLIESAND DO NOT NECESSARILY INDICATE THE ACTUAL STC RATING OF THE COMPLETED WORK.PROVIDE MTL. DECK FILLERS WHERE FULL HEIGHT PARTITIONS ARE PERPENDICULAR TO SPANOF DECK. DECK FILLERS ARE TO BE COMPATIBLE WITH ALL FIRE RATED ASSEMBLIES ANDARE TO BE APPROVED BY ALL GOVERNING AGENCIES.
REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES TOPARTITIONS.
A3
A4
A6
A2
A1.
.
.
5 1/4"
.
4 7/8"
3 3/4"
2 7/8"
7 1/4"
PARTITION TYPE A: 25 GA METAL STUDSWITH ONE LAYER OF 5/8" GYP BD EACH SIDE.STC RATING ** WITH FULL PERIMETER ACOUSTICAL SEALANT
PARTITIONTYPE
LIMITING HT24" OC
LIMITING HT16" OC
FIRERATING
STC RATING**
A1A2A3A4A6
8'-3"10'-9"13'-6"14'-3"15'-0"
9'-6"12'-6"16'-0"17'-3"20'-0"
1 HR UofC 7-31-621 HR UL U4191 HR UL U4651 HR UL U4651 HR UL U465
3838+4040+40+
PROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY
1 5/8" METAL STUD
2 1/2" METAL STUD
3 5/8" METAL STUD
4" METAL STUD
6" METAL STUD
1/2"
PROVIDE UL # HW-D-0003JT ASSEMBLY AT HEAD OF FIRERATED PARTITIONS ONLY(CONCRETE STRUCTURE)
OVERHEAD STRUCTURE
RUNNER
TOP OF METAL STUD
REVI
SE N
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OR S
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E UL
# HW
-D-0
076,
HW-D
-008
4 JOI
NT A
SSEM
BLY
ATHE
AD O
F FI
RE R
ATED
PAR
TITI
ONS
ONLY
B3
B4
B6
B2
B1.
.
.
5 1/4"
.
4 7/8"
3 3/4"
2 7/8"
7 1/4"
PARTITION TYPE B: 25 GA METAL STUDS WITH ONE LAYER OF5/8" GYP BD EACH SIDE AND ACOUSTICAL INSULATION FULL HEIGHT.
PARTITIONTYPE
LIMITING HT24" OC
LIMITING HT16" OC
FIRERATING
STC RATING**
B1B2B3B4B6
8'-3"10'-9"13'-6"14'-3"15'-0"
9'-6"12'-6"16'-0"17'-3"20'-0"
1 HR UofC 7-31-621 HR UL U4191 HR UL U4651 HR UL U4651 HR UL U465
--4748+48+48+
CONT ACOUS SEALANTTYP. BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY
1 5/8" METAL STUD
1/2"
PROVIDE UL # HW-D-0003JT ASSEMBLY AT HEAD OF FIRERATED PARTITIONS ONLY(CONCRETE STRUCTURE)
OVERHEAD STRUCTURE
RUNNERTOP OF METAL STUD
1 1/2" ACOUS INSUL
2 1/2" METAL STUD2 1/2" ACOUS INSUL
3 5/8" METAL STUD3" ACOUS INSUL
4" METAL STUD4" ACOUS INSUL
6" METAL STUD4" ACOUS INSUL
CONT ACOUS SEALANTTYP. BOTH SIDES
REVI
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# HW
-D-0
076,
HW-D
-008
4 JOI
NT A
SSEM
BLY
ATHE
AD O
F FI
RE R
ATED
PAR
TITI
ONS
ONLY
C3
C4
C6
C2
C1
PARTITION TYPE C: 25 GA METAL STUDSWITH TWO LAYERS OF 5/8" GYP BD EACH SIDE.STC RATING ** WITH FULL PERIMETER ACOUSTICAL SEALANT
PARTITIONTYPE
LIMITING HT24" OC
LIMITING HT16" OC
FIRERATING
STC RATING**
C1C2C3C4C6
8'-9"11'-3"13'-6"14'-3"15'-0"
10'-6"13'-6"16'-9"17'-3"20'-0"
2 HR UL U4192 HR UL U4112 HR UL U4112 HR UL U4112 HR UL U411
----4848+48+
PROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY
1 5/8" METAL STUD
2 1/2" METAL STUD
3 5/8" METAL STUD
4" METAL STUD
6" METAL STUD
3/4"
PROVIDE UL # HW-D-0003JT ASSEMBLY AT HEAD OF FIRERATED PARTITIONS ONLY(CONCRETE STRUCTURE)
OVERHEAD STRUCTURE
RUNNER
TOP OF METAL STUD
REVI
SE N
OTE
AT T
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OR S
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STR
UCTU
RE T
O:PR
OVID
E UL
# HW
-D-0
076,
HW-D
-008
4 JOI
NT A
SSEM
BLY
ATHE
AD O
F FI
RE R
ATED
PAR
TITI
ONS
ONLY
6 1/2"
.
.
.
.
8 1/2"
6 1/8"
5"
4 1/8"
D3
D4
D6
D2
D1
PARTITION TYPE D: 25 GA METAL STUDSWITH TWO LAYERS OF 5/8" GYP BD EACH SIDE ANDACOUSTICAL INSULATION FULL HEIGHT.
PARTITIONTYPE
LIMITING HT24" OC
LIMITING HT16" OC
FIRERATING
STCRATING
D1D2D3D4D6
8'-9"11'-3"13'-6"14'-3"15'-0"
10'-6"13'-6"16'-9"17'-3"20'-0"
2 HR UL U4192 HR UL U4112 HR UL U4112 HR UL U4112 HR UL U411
--515656+56+
3/4"
REVI
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E UL
# HW
-D-0
076,
HW-D
-008
4 JOI
NT A
SSEM
BLY
ATHE
AD O
F FI
RE R
ATED
PAR
TITI
ONS
ONLY
6 1/2"
.
.
.
.
8 1/2"
6 1/8"
5"
4 1/8"
CONT ACOUS SEALANTTYP. BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY
1 5/8" METAL STUD
PROVIDE UL # HW-D-0003JT ASSEMBLY AT HEAD OF FIRERATED PARTITIONS ONLY(CONCRETE STRUCTURE)
OVERHEAD STRUCTURE
RUNNERTOP OF METAL STUD
1 1/2" ACOUS INSUL
2 1/2" METAL STUD2 1/2" ACOUS INSUL
3 5/8" METAL STUD3" ACOUS INSUL
4" METAL STUD4" ACOUS INSUL
6" METAL STUD4" ACOUS INSUL
CONT ACOUS SEALANTTYP. BOTH SIDES
E6
E4
E2
PARTITION TYPE E: 25 GA METAL C-H STUDS AT 24" O.C. W/ 1" SHAFT WALL LINER ANDTWO LAYERS OF 5/8" GYP BD AT FINISHED SIDE. ACOUSTICAL INSULATION FULL HEIGHT.20 GA METAL STUD REQUIRED - DEPENDING ON WALLBOARD PRODUCT USED.PARTITION TYPE E6: 20 GA METAL STUD REQUIRED.PARTITIONTYPE
LIMITINGHT
FIRERATING
STCRATING
E2E4E6
10'-5"13'-10"21'-11" (20 GA)
2 HR UL U415, SYSTEM B2 HR UL U415, SYSTEM B2 HR UL U415, SYSTEM B
39+39+39+
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# HW
-D-0
076,
HW-D
-008
4 JOI
NT A
SSEM
BLY
ATHE
AD O
F FI
RE R
ATED
PAR
TITI
ONS
ONLY
SEALANT CONT AT STRUCTUREPROVIDE UL #BW-S-0001JT ASSEMBLY AT BOTTOM OFFIRE RATED PARTITIONS ONLY
2 1/2" METAL STUD
PROVIDE UL # HW-D-0003JT ASSEMBLY AT HEAD OF FIRERATED PARTITIONS ONLY(CONCRETE STRUCTURE)
OVERHEAD STRUCTURE
CONT "J" RUNNER
1" ACOUS INSUL
4" METAL STUD3" ACOUS INSUL
6" METAL STUD3" ACOUS INSUL
SEALANT CONTAT STRUCTURE
.
5 1/4"
.
7 1/4"
3 3/4"
CEILING WHERE SCHEDULED
CONT "J" RUNNER
USER NOTE: INSULATION MAY BE DELETEDW/O AFFECTING THE FIRE RATING
DETAIL NOTE: LIMITING HEIGHT BASED ON INTERMITTENTAIR PRESSURE LOAD OF 7.5 PSF. VERIFY W/ ELEVATOR SPECIFICATIONS.
PLAN
F3
F4
F6
F2
F1
PARTITION TYPE F: 25 GA METAL STUDS WITHONE LAYER OF 5/8" GYP BD EACH SIDE.**FIRE RATINGS MAY OR MAY NOT APPLY - SEE NOT ABOVE
PARTITIONTYPE
LIMITING HT24" OC
LIMITING HT16" OC
FIRERATING **
F1F2F3F4F6
8'-3"10'-9"13'-6"14'-3"15'-0"
9'-6"12'-6"16'-0"17'-3"20'-0"
1 HR UofC 7-31-621 HR UL U4191 HR UL U4191 HR UL U4191 HR UL U419
CONT ACOUS SEALANTTYP. BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OFFIRE RATED PARTITIONS ONLY
1 5/8" METAL STUD
2 1/2" METAL STUD
3 5/8" METAL STUD
4" METAL STUD
6" METAL STUD
FIRE
RAT
INGS
MAY
APP
LY IF
YOU
R PR
OJEC
T ME
ETS
REQU
IREM
ENTS
OF
SPRI
NKLE
RING
, CON
STRU
CTIO
N TY
PE,
AND
OCCU
PANC
Y US
E. R
EVIE
W W
ITH
CURR
ENT
CODE
1/2"
.
5 1/4"
.
.
.
7 1/4"
4 7/8"
3 3/4"
2 7/8"
1 1/2" SOUND ATTENUATIONINSULATION FOLD OVER 12"AT TOP AND BOTTOM
TOP OF METAL STUDRUNNER
GYP BD CASING BEAD TRIM& CONT ACOUS SEALANTTYP BOTH SIDES
ATTACH TOP RUNNER TACK TOCLG GRID MAIN TEES @ 48" O.C.THROUGH CONT NEOPRENE TAPE
CONT 2" ACOUSTICAL INSULATIONEXTEND 48" BOTH SIDES OF WALL
J3
J4
J6
J2
J1
PARTITION TYPE J: 25 GA METAL STUDS WITHONE LAYER OF 5/8" GYP BD EACH SIDE.**FIRE RATINGS MAY OR MAY NOT APPLY - SEE NOT ABOVE
PARTITIONTYPE
LIMITING HT24" OC
LIMITING HT16" OC
FIRERATING **
J1J2J3J4J6
8'-3"10'-9"13'-6"14'-3"15'-0"
9'-6"12'-6"16'-0"17'-3"20'-0"
1 HR UofC 7-31-621 HR UL U4191 HR UL U4191 HR UL U4191 HR UL U419
CONT ACOUS SEALANTTYP. BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OFFIRE RATED PARTITIONS ONLY
1 5/8" METAL STUD
2 1/2" METAL STUD
3 5/8" METAL STUD
4" METAL STUD
6" METAL STUD
FIRE
RAT
INGS
MAY
APP
LY IF
YOU
R PR
OJEC
T ME
ETS
REQU
IREM
ENTS
OF
SPRI
NKLE
RING
, CON
STRU
CTIO
N TY
PE,
AND
OCCU
PANC
Y US
E. R
EVIE
W W
ITH
CURR
ENT
CODE
1/2"
.
5 1/4"
.
.
.TOP OF STEEL STUD
RUNNER
GYP BD CASING BEAD TRIMTYP BOTH SIDES
ATTACH TOP RUNNER TACK TOCLG GRID MAIN TEES @ 48" O.C.THROUGH CONT NEOPRENE TAPE
7 1/4"
4 7/8"
3 3/4"
2 7/8"
HEADERTRACK
G3
G2
G1
PARTITION TYPE G: TWO 25 GA METAL STUD WALLSIN BOTH WALLS AND ONE LAYER OF 5/8"GYP BD ON EACH SIDE.
PARTITIONTYPE
LIMITING HT24" OCL/240
LIMITING HT16" OCL/240
FIRERATING
G1G2G3
11'-6"15'-6"19'-3"
1 HR UL U4201 HR UL U4201 HR UL U420
CONT ACOUS SEALANTTYP BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY
1 5/8" METAL STUD
2 1/2" METAL STUD
3 5/8" METAL STUD
PROVIDE UL # HW-D-0003JT ASSEMBLY AT HEAD OF FIRERATED PARTITIONS ONLY(CONCRETE STRUCTURE)
OVERHEAD STRUCTURE
CONT METAL STUD RUNNERS
TOP OF METAL STUD
REVI
SE N
OTE
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OR S
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STR
UCTU
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O:PR
OVID
E UL
# HW
-D-0
076,
HW-D
-008
4 JOI
NT A
SSEM
BLY
ATHE
AD O
F FI
RE R
ATED
PAR
TITI
ONS
ONLY
1/4"
.
.
PLANS. (24" MAX.)
VARIES: REFER TO FLOOR
PLAN
CONT METAL STUD RUNNERS
BRACING CUT FROM STEEL STUDRUNNERS MINIMUM 9 1/2"LONG @ 48" O.C. VERTICAL.WHERE STUD CAVITY DEPTH IS9 1/2" OR LESS BRACING TOBE 5/8" GYP BD X 12" WIDE@ 48" O.C. VERTICAL
METAL STUDS
CONT ACOUS SEALANTTYP BOTH SIDES
LIMITING HT24" OCL/360
LIMITING HT16" OCL/360
13'-3"17'-6"22'-9"
10'-0"13'-6"17'-3"
11'-6"15'-6"19'-9"
PARTITION USED MAINLY WITH BRITTLE FINISHES L/360
H3
H2
H1
PARTITION TYPE H: TWO 25 GA METAL STUD WALLS INBOTH WALLS AND ONE LAYER OF 5/8" GYP BD ON EACHSIDE, AND ACOUSTICAL INSULATION FULL HEIGHT.
PARTITIONTYPE
LIMITING HT24" OCL/240
LIMITING HT16" OCL/240
FIRERATING
H1H2H3
11'-6"15'-6"19'-3"
1 HR UL U4201 HR UL U4201 HR UL U420
CONT ACOUS SEALANTTYP BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY
1 5/8" METAL STUD
2 1/2" METAL STUD
3 5/8" METAL STUD
PROVIDE UL # HW-D-0003JT ASSEMBLY AT HEAD OF FIRERATED PARTITIONS ONLY(CONCRETE STRUCTURE)
OVERHEAD STRUCTURE
CONT METAL STUD RUNNERS
TOP OF METAL STUD
REVI
SE N
OTE
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OR S
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STR
UCTU
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O:PR
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E UL
# HW
-D-0
076,
HW-D
-008
4 JOI
NT A
SSEM
BLY
ATHE
AD O
F FI
RE R
ATED
PAR
TITI
ONS
ONLY
1/4"
.
.
PLANS. (24" MAX.)
VARIES: REFER TO FLOOR
PLAN
CONT METAL STUD RUNNERS
BRACING CUT FROM STEEL STUDRUNNERS MINIMUM 9 1/2"LONG @ 48" O.C. VERTICAL.WHERE STUD CAVITY DEPTH IS9 1/2" OR LESS BRACING TOBE 5/8" GYP BD X 12" WIDE@ 48" O.C. VERTICAL
METAL STUDS
CONT ACOUS SEALANTTYP BOTH SIDES
LIMITING HT24" OCL/360
LIMITING HT16" OCL/360
13'-3"17'-6"22'-9"
10'-0"13'-6"17'-3"
11'-6"15'-6"19'-9"
1 1/2" ACOUS INSUL
2 1/2" ACOUS INSUL
3" ACOUS INSUL
PARTITION USED MAINLY WITH BRITTLE FINISHES L/360
K
PARTITION TYPE K: 7/8" METAL FURRING CHANNELS AT 24"O.C. ANCHORED TO SUBSTRATE, WITH 5/8" GYP BD ONFINISHED SIDE
WOOD BLOCKING OR FURRINGCHANNEL HORIZONTAL @ BASE;CONT BETWEEN VERTICALFURRING CHANNELS
7/8" METAL FURRING CHANNEL
OVERHEAD STRUCTURE
LINE OF CEILING WHERESCHEDULED. WHERE NOCEILING, EXTEND FURRINGAND GYP BD AND SEAL TOSTRUCTURE
MAX1/2" 1 1/2"
SHIM SPACE AS REQUIRED
SHIM SPACE AS REQUIRED
4" M
IN.
L3
L4
L6
L2
L1
PARTITIONTYPE
LIMITING HT24" OC
LIMITING HT16" OC
L1L2L3L4L6
7'-3"9'-9"
12'-9"13'-9"15'-0"
8'-3"11'-0"14'-6"15'-9"20'-0"
1 5/8" METAL STUD
OVERHEAD STRUCTURE
RUNNER
1 1/2" ACOUS INSUL
2 1/2" METAL STUD2 1/2" ACOUS INSUL
3 5/8" METAL STUD3" ACOUS INSUL
4" METAL STUD4" ACOUS INSUL
6" METAL STUD4" ACOUS INSUL
.
4 3/4"
.
.
.
6 5/8"
4 1/4"
3 1/8"
2 1/4"
PARTITION TYPE L: 25 GA METAL STUDS WITH ONELAYER OF 5/8" GYP BD AT FINISHED SIDE.ACOUSTICAL INSULATION FULL HEIGHT
P3
P4
P6
P2
P1
PARTITION TYPE P: 25 GA METAL STUDS WITHONE LAYER OF 5/8" GYP BD AT FINISHED SIDE.
PARTITIONTYPE
LIMITING HT24" OC
LIMITING HT16" OC
P1P2P3P4P6
7'-3"9'-9"
12'-9"13'-9"15'-0"
8'-3"11'-0"14'-6"15'-9"20'-0"
1 5/8" METAL STUD
OVERHEAD STRUCTURE
RUNNER
2 1/2" METAL STUD
3 5/8" METAL STUD
4" METAL STUD
6" METAL STUD.
4 3/4"
.
.
.
6 5/8"
4 1/4"
3 1/8"
2 1/4"
M3
M4
M6
M2
M1
PARTITIONTYPE
LIMITING HT24" OC
LIMITING HT16" OC
M1M2M3M4M6
8'-3"10'-9"13'-6"14'-3"15'-0"
9'-6"12'-6"16'-0"17'-3"20'-0"
1 5/8" METAL STUD
OVERHEAD STRUCTURE
METAL STUD BRACE TOSTRUCTURE @ 48" O.C.
1 1/2" ACOUS INSUL
2 1/2" METAL STUD2 1/2" ACOUS INSUL
3 5/8" METAL STUD3" ACOUS INSUL
4" METAL STUD4" ACOUS INSUL
6" METAL STUD4" ACOUS INSUL
PARTITION TYPE M: 25 GA METAL STUDS AT 24" O.C. WITH ONE LAYER OF5/8" GYP BD EACH SIDE AND ACOUSTICAL INSULATION FULL HEIGHT
.
.
.
5 1/4"
.7 1/4"
4 7/8"
3 3/4"
2 7/8"
6"
CEILING WHERESCHEDULED
CONT ACOUS SEALANTTYP BOTH SIDES
N3
N4
N6
N2
N1
PARTITIONTYPE
LIMITING HT24" OC
LIMITING HT16" OC
N1N2N3N4N6
8'-3"10'-9"13'-6"14'-3"15'-0"
9'-6"12'-6"16'-0"17'-3"20'-0"
1 5/8" METAL STUD
OVERHEAD STRUCTURE
20 GA METAL STUD BRACETO STRUCTURE @ 48" O.C.ON LATCH SIDE OF DOOR
1 1/2" ACOUS INSUL
2 1/2" METAL STUD2 1/2" ACOUS INSUL
3 5/8" METAL STUD3" ACOUS INSUL
4" METAL STUD4" ACOUS INSUL
6" METAL STUD4" ACOUS INSUL
PARTITION TYPE N: 25 GA METAL STUDS AT 24" O.C. WITH ONELAYER OF 5/8" GYP BD EACH SIDE.