36C25819B0034-005.pdf
PDF Posted
- Attached to
- 664-19-3-5244-0026 - FY19 NRM PROJECT
- Solicitation number
- 36C25819B0034
About this file
36C25819B0034 Attach 03b Arch 13-25.pdf
View the file
Other files
Show 40 more
Latest 50 of 74 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
STRUCTURE ABOVE
4" STUDS 18 GA @ 16" O.C., U.N.O.
CEILING PER CEILING PLANS
EACH SIDE FINISH FLUSH W/GYP BD
MINERAL WOOL INSULATION BATTS,
THICKNESS PER STUD U.N.O.
1 LAYER 5/8" TYPE X GYP BD
FHL4 - FOR 4" STUD
AE-507
C1
TYP
AE-506
F1
TYP
1 LAYER 1/2" TYPE X GYP BD OVER 1
LAYER OF 5/8" TYPE X LEAD-LINED GYP BD
LAB SIDE
CONTINUOUS ACOUSTICAL SEALANT
EACH SIDE FINISH FLUSH W/GYP BD
CONTINUOUS ACOUSTICAL SEALANT
CEILING WHERE OCCURS
STRUCTURE ABOVE
1 LAYER 5/8" TYPE X GYP BD EACH
SIDE
4" STUDS 18 GA @ 16" O.C. U.N.O.
FH4 - FOR 4" STUD
AE-507
C1
TYP
AE-506
F1
TYP
ACOUSTICAL INSULATION
STRUCTURE ABOVE
CEILING WHERE OCCURS
CONTINUOUS ACOUSTICAL SEALANT
(FINISH FLUSH W/ PARTITION)
BLOCKING PER OR ANGLE CLIPS TO
WALL
1 LAYER 5/8" TYPE X GYP BD OR 1/2"
CEMENTITIOUS BACKER BOARD WHERE
TILE OCCURS
4" STUDS 18 GA @ 16" O.C. U.N.O.
FF2 - FOR 2 1/2" STUD
FF4 - FOR 4" STUD
CONTINUOUS ACOUSTICAL
SEALANT
(FINISH FLUSH W/ PARTITION)
AE-507
C1
TYP
AE-506
F1
TYP
STRUCTURE ABOVE
CEILING WHERE OCCURS
CONTINUOUS ACOUSTICAL SEALANT
(FINISH FLUSH W/ PARTITION)
BLOCKING PER OR ANGLE CLIPS TO
WALL
1 LAYER 5/8" TYPE X LEAD-LINED GYP BD
4" STUDS 18 GA @ 16" O.C. U.N.O.
FFL2 - FOR 2 1/2" STUD
FFL4 - FOR 4" STUD
CONTINUOUS ACOUSTICAL
SEALANT
(FINISH FLUSH W/ PARTITION)
AE-507
C1
TYP
AE-506
F1
TYP
STRUCTURE ABOVE
2-1/2" CH STUDS 20 GA @ 16" O.C., U.N.O.
CEILING PER CEILING PLANS
EACH SIDE FINISH FLUSH W/GYP BD
1 LAYER 5/8" TYPE X GYP BD, PAINT
EXTERIOR WHITE PRIOR INSTALLATION
CHL2 - FOR 2-1/2" CH STUD
AE-507
C1
TYP
AE-506
F1
TYP
1 LAYER OF 5/8" TYPE X LEAD-LINED GYP
BD
LAB SIDE
CONTINUOUS ACOUSTICAL SEALANT
EACH SIDE FINISH FLUSH W/GYP BD
CONTINUOUS ACOUSTICAL SEALANT
STRUCTURE ABOVE
2-1/2" CH STUDS 20 GA @ 16" O.C., U.N.O.
CEILING PER CEILING PLANS
EACH SIDE FINISH FLUSH W/GYP BD
1 LAYER 5/8" TYPE X GYP BD, PAINT
EXTERIOR WHITE PRIOR INSTALLATION
CH2 - FOR 2-1/2" CH STUD
AE-507
C1
TYP
AE-506
F1
TYP
1 LAYER OF 5/8" TYPE X GYP BDINSIDE
CONTINUOUS ACOUSTICAL SEALANT
EACH SIDE FINISH FLUSH W/GYP BD
CONTINUOUS ACOUSTICAL SEALANT
FINAL CONSTRUCTION DOCUMENTS
FI
NA
L
CO
NS
TR
UC
TIO
N
DO
CU
M
EN
TS
B6
WALL TYPE - NON RATED WITH LEAD-LINED
1 1/2" = 1'-0"
F4
WALL TYPE - NON RATED
1 1/2" = 1'-0" (REF:092900.03)
F6
WALL TYPE - FURRED WALL
1 1/2" = 1'-0" (REF:092900.04)
D6
WALL TYPE - LEAD-LINED FURRED WALL
1 1/2" = 1'-0"
B4
WALL TYPE - NON RATED WITH LEAD-LINED
1 1/2" = 1'-0"
D4
WALL TYPE - NON RATED
1 1/2" = 1'-0"
AutoCAD SHX Text X
AutoCAD SHX Text
INTERIOR WALL DETAILS
AutoCAD SHX Text
AE-505
AutoCAD SHX Text 07/29/2019
AutoCAD SHX Text Bldg. 1
AutoCAD SHX Text
AutoCAD SHX Text
714 688 0212 626 202 0546 PH. 714 688 0244 FAX
AutoCAD SHX Text www.SRDarchitectsInc.com
AutoCAD SHX Text San Diego, CA
AutoCAD SHX Text S.D.
AutoCAD SHX Text W.H.
AutoCAD SHX Text
ARCHITECTURE INTERIORS PROJECT MANAGEMENT
AutoCAD SHX Text
1000 S FREMONT AVE, UNIT 53,
AutoCAD SHX Text
ALHAMBRA CALIFORNIA 91803
AutoCAD SHX Text
BLDG. A1, SUITE 1218
AutoCAD SHX Text
3920 E. CORONADO STREET, SUITE 201
AutoCAD SHX Text
ANAHEIM CALIFORNIA 92807
AutoCAD SHX Text
100%%% CONSTRUCTION DOCUMENTS
AutoCAD SHX Text 07/10/2019
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
664-CSI-103
AutoCAD SHX Text Cardiology Cath Lab #1, Bldg #1, Level 4 North Wing
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text
SHIRISH R.DESAI
AutoCAD SHX Text D
AutoCAD SHX Text 04/30/21
AutoCAD SHX Text C-20141
AutoCAD SHX Text
FINAL CONSTRUCTION DOCUMENTS
AutoCAD SHX Text 07/29/2019
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text 1.
AutoCAD SHX Text
ALL STUD/TRACK MATERIAL TO CONFORM TO THE FOLLOWING:
AutoCAD SHX Text
a. GALVANIZED STEEL PER ASTM 653 - GRADE 33
AutoCAD SHX Text 2.
AutoCAD SHX Text ALL WELDING TO BE PERFORMED BY CERTIFIED LIGHT GAUGE WELDERS; CERTIFIED FOR ALL APPROPRIATE DIRECTION, PER 2010 AWS D1.2. WELDING RODS TO CONFORM TO THE FOLLOWING:
AutoCAD SHX Text
a. 43 MILS AND LIGHTER SHEET TO SHEET - E60XX
AutoCAD SHX Text
b. 54 MILS AND HEAVIER SHEET TO SHEET - E70XX OR E6013
AutoCAD SHX Text 3.
AutoCAD SHX Text ANCHORAGE OF BASE TRACK TO FLOOR SLAB SHALL BE 3/8” DIA. SIMPSON TITEN HD SCREW (ICC DIA. SIMPSON TITEN HD SCREW (ICC ESR #1056) WITH 2 3/4” EMBEDMENT AT 16” O.C. MAX. SPACING.EMBEDMENT AT 16” O.C. MAX. SPACING.O.C. MAX. SPACING.
AutoCAD SHX Text 4.
AutoCAD SHX Text
ALL TRACKS SHALL HAVE A MIN. FLANGE WIDTH OF 2”..
AutoCAD SHX Text 5.
AutoCAD SHX Text ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON AN ANGLE SUCH AS BRACING TO SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPERLY FASTENED.
AutoCAD SHX Text 6.
AutoCAD SHX Text BUTT WELDS OR SPLICES SHALL BE USED AT ALL JOINTS IN TOP TRACK. SPLICES IN AXIAL LOADED STUDS OR BRACES SHALL NOT BE PERMITTED. ALL WELDS SHALL BE PLUG, BUTT OR SEAM WELDS. WHERE STUDS ARE BURNED THROUGH BY WELDING, PROVIDE SUITABLE STITCH PLATE OF THE SAME THICKNESS.
AutoCAD SHX Text 7.
AutoCAD SHX Text ALL CALCULATED STUD PROPERTIES, PER 2012 AISI SPECIFICATION, ARE BASED ON THE FOLLOWING THICKNESS TABLES:
AutoCAD SHX Text
128 MILS - 0.1350''
AutoCAD SHX Text
97 MILS - 0.1017''
AutoCAD SHX Text
68 MILS - 0.0713''
AutoCAD SHX Text
54 MILS - 0.0566''
AutoCAD SHX Text
43 MILS - 0.0451''
AutoCAD SHX Text
33 MILS - 0.0346”
AutoCAD SHX Text 8.
AutoCAD SHX Text FOR ALL NON-BEARING STUD WALLS, LATERAL BRIDGING FOR STEEL STUDS IS REQUIRED WHEN WALL BOARD, INSTALLED PER IBC CHAPTER 25, DOES NOT CONTINUE FULL HEIGHT ON BOTH SIDES. BRIDGING SHALL BE INSTALLED PER TYP. DETAIL ON WALL FACES WITHOUT SHEATHING.
AutoCAD SHX Text 9.
AutoCAD SHX Text TRACK SHALL BE UNPUNCHED WITH THICKNESS TO MATCH METAL STUD FRAMING UNLESS NOTED OTHERWISE.
AutoCAD SHX Text 10.
AutoCAD SHX Text THE MINIMUM DISTANCE BETWEEN THE END OF A STUD AND THE NEAR EDGE OF A PUNCHOUT IS 10”..
AutoCAD SHX Text 11.
AutoCAD SHX Text ALL STEEL STUDS SHALL CONFORM TO REQUIREMENTS OF STEEL STUD MANUFACTURERS ASSOCIATION. PROPERTIES OF STUDS ARE TO CONFORM WITH ICBO ER #4943-P.
AutoCAD SHX Text 12.
AutoCAD SHX Text MECHANICAL ANCHORS SHALL BE MANUFACTURED BY HILTI. INSTALLATION OF ANCHORS ARE TO CONFORM WITH ICC ESR # 1917.
AutoCAD SHX Text 13.
AutoCAD SHX Text
TUBE STEEL, TO CONFORM TO ASTM A500 - GRADE B.
T O
F
F
B
A S
E
C
C
C
C
2 -3 5/8" 16 GA. STEEL
STUD STAGGERED BACK
TO BACK FOR LOADS
OVER 50 LBS. PER STUD
3 5/8" 16 GA. STEEL
STUD
6" X 1-1/4" X 16 GA.
UNPUNCHED STEEL
TRACK
WELD 3-#10 SCREWS
@ EACH STUD.
NOTE: ALL BACKING PLATES SHALL
BE CONTINUOUS OVER A MINIMUM OF
3 STUDS. PATCH AND REPAIR
EXISTING GYP BOARD OR LEAD LINED
GYP BOARD AS REQUIRED
OVER 50 LB B
UNDER 50 LB A
6" X 1-1/4" X 16 GA.
UNPUNCHED STEEL
TRACK ATTACHED
TO EACH STUD.
FILLER STRIPS FLUSH
WITH BACKING PLATE
(TYP.)
FILLER STRIPS FLUSH
WITH BACKING PLATE
(TYP.)
CABINET
PROVIDE #12x3~8" LOW
PROFILE HEAD SCREWS @
12"o.c. TYPICAL TOP & BOTTOM
BACKING AT CABINET
6" X 1-1/4" X 16 GA.
UNPUNCHED STEEL TRACK
E1
AE-506
TYP
E1
AE-506
TYP
F6
AE-506
SIM.
F6
AE-506
SIM.
F6
AE-506
SIM.
C1
AE-506
SIM.
F1
AE-506
TYP
F1
AE-506
TYP
F6
AE-506
SIM.
F9
AE-506
TYP
D3
AE-506
SIM.
C1
AE-506
SIM.
OPTION TO WELDS
SHOWN - #10 SCREWS
@ 12" O/C TO
EACHLINTEL MEMBER
16 GA. UNPUNCHED
TRACK TOP AND
BOTTOM OF LINTEL
1-121/8
STUD
WIDTH
LINTEL PER SCHEDULE
DOUBLE JAMB (16GA)
DO NOT DISCONTINUE
AT LINTEL
7/8" MIN. BETWEEN
SCREWS and END
OF LINTEL WEB
ATTACH TRACK TO DOUBLE
JAMB SIMILAR TO BLOCKING
CONNECTION TO STUD
SCREWS EACH SIDE OF LINTEL
TO JAMB PER SCHEDULE
AA
10 SCREWS (20 TOTAL)(2) 1000 S200-68
(2) 800 S200-68
(2) 600 S200-54
10'-0"
8'-0"
6'-0"
4'-0"
MAX. LENGTH
HDR
6 SCREWS (12 TOTAL)
4 SCREWS (8 TOTAL)
#10 SCREWS EACH SIDE OF BEAM TO JAMB
8 SCREWS (16 TOTAL)
BEAM SIZE
(2) 400 S200-54
MARK
HDR
HDR
HEADER/ SCHEDULE
HDR
CONNECTION TO JAMB
AA - LINTEL SECTION
B
O
C
M A
X
T
Y P
M A
X
BRACING SPLICE
FLANGE BRACING
3 SCREWS EACH END
GYPSUM BOARD WHERE OCCURS
STUD
TRACK BLOCKING (@ SPLICE ONLY)
MIN. 3 SHEET METAL SCREWS
PER BLOCK @ JOISTED
CEILINGS ONLY
PARTITION STUDS
TRACK BLOCKING
(@ SPLICE ONLY)
BEND ENDS UP &
SCREW TO STUD
(1) SCREW PER STUD
FLANGE BRACING
DETAIL B SECTION - BRACING SPLICE DETAIL C PLAN - BRACING SPLICE
C
USE STUD WALL FLANGE BRACING
4'-0" O.C. ON SIDE(S) OF PARTITION
WHERE GYPSUM BOARD
SHEATHING DOES NOT OCCUR,
INCLUDING ABOVE THE CEILING.
FLANGE BRACING: 20
GA. 1 1/2" WIDE
METAL STRAP OR 1
1/2" COLD-ROLLED
CHANNEL
TRACK BLOCKING (@
SPLICE ONLY)
FLOOR SLAB
WALL MATERIAL
UNDERSIDE OF
STRUCTURE
DETAIL A - SECTION
NOTE:
HORIZONTAL BRACING SHALL BE PROVIDED WHERE GYPSUM BOARD IS ABSENT ON ONE
OR BOTH SIDES OF WALL OR IT DOES NOT EXTEND TO THE STRUCTURE ABOVE. THIS IS
TO PROVIDE RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS. PROVIDE
BLOCKING @ 8'-0" O.C AT STUD SPACE AND MAXIMUM 2'-0" O.C VERTICAL SPACING
WHERE GYPSUM BOARD OCCURS ON SINGLE FACE, EXTEND STRAPS AND BLOCKING
FULL HEIGHT @ 2'-0" O.C MAXIMUM. BRACE SHALL BE LOCATED AT THE POINT OF
TERMINATION OF GYPSUM BOARD AND JUST BELOW THE SLIP JOINT AT TOP. IF GYPSUM
BOARD IS PRESENT ON ONE SIDE, THE STRAP BRACING MAY BE OMITTED ON THAT SIDE.
BLOCKING AT EACH RUN TERMINATION REQUIRED UNLESS WELDED; BOXED KING STUD
OCCURS AT TERMINATION OF STRAPPING.
TYP.
2"x2" ANGLE, SAME
GAGE AS METAL STUD
METAL STUD STANDARD
WEB PUNCHOUT
CRC MAY BE PLACED EITHER FLANGE UP OR FLANGE DOWN.
1~8"x16 GA CRC -
COLD ROLLED
CHANNEL @ 4'-0"o.c.
HORIZONTALLY
2"x2" ANGLE, SAME GAGE
AS METAL STUD WITH 4#
10 - ~8" PAN HEAD SCREWS
TYPICAL SCREWED
STUD BRIDGING
NOTE:
FOR METAL STUD TYPE AND
SPACING PER WALL TYPE.
1~8"x16 GA CRC - COLD
ROLLED CHANNEL @
4'-0"o.c. HORIZONTALLY
METAL STUD STANDARD
WEB PUNCHOUT
STUD BRIDGING
TYPICAL WELDED
~8"
FOR METAL STUD TYPE AND
SPACING SEE WALL TYPE.
1-12
EACH SIDE
WHERE TRACKS
DO NOT OCCUR
PROVIDE 16 GAUGE TRACK
EACH SIDE OF JAMB WHERE
LINTEL SPAN IS > 6'-0" AT
LOAD BEARING WALLS
1-121/8
EACH SIDE WHERE
TRACKS OCCUR
ALL INTERIOR
WALLS:
2-600S200-54
(33KSI)
1/2" MIN.
E Q
E Q
V A
R I E
S
VARIES
M A
X
D
E Q
E Q
M
I N
W
I
D
T
H
S
T
U
D
M
I
N
U
S m m
J
A
M
B
D
E
P
T
H
M
I N
M I N
W
I
D
T
H
S
T
U
D
F
R
A
A
C
E
M
I
N m m
M
I
N
F
R
A
C
E m m
M
I
N m m
M
A
X m m
NOTE 1:
OMIT BRACE WHEN "D" DIMENSION IS LESS
THAN 2'-0" [610mm] FOR GYP. WALLBD. OR 16"
[400mm] FOR PLASTER PARTITION.
SECTION B
VERTICAL STUDS @ 2'-0" [610mm]
MAX. W/GYPSUM WALLBD. 1'-4"
[406mm] W/GYPSUM LATH & PLASTER
DOUBLE STUDS FOR SUPPORTING
CONC. BACKER BOARD.
PROVIDE CONTINUOUS BRACING
WHEN STUDS EXCEED 10'-0"
[3048mm] & ARE FINISHED BOTH SIDES
JAMB ANCHOR CLIPS 3 PER SIDE -
COORDINATE W/HINGE REINFORCEMENT.
DETAIL D
SEE NOTE 1
RUNNER BET. STUDS
SEE
DOOR
SCHEDULE
SHIM AS
REQ'D.
SEC. B
GYPSUM
WALLBD. PANELS
CONTROL JOINT
ISOMETRIC OF CONSTR. JT.
ELEVATION AT DOOR FRAME
DETAIL D
PROVIDE SOUND
DEADENING WHERE
REQ'D.
SANITA
RY
STOP
METAL DOOR
FRAME
METAL ANCHOR
CLIP
SHIM AS REQ'D.
DETAIL C
JAMB
ANCHOR
SECTION A
DOUBLE
STUDS
DETAIL C
JAMB ANCHORS
(FURNISHED WITH FRAME)
MET.
DOOR
FRAME
1/2" [13mm] CONST
JOINT
[13mm]
CRIPPLE STUD DO NOT
ANCHOR TO BEARING
STUD
m m m m m m
DUCT OPENING
DETAIL A PERPENDICULAR TO FLUTES, OR
@ UNDERSIDE OF FLAT SLAB
DETAIL B SLOTTED TOP TRACK
SLOTTED CLG TRACK,
16 GAUGE, SEE DETAIL B
#8 SCREW CENTER OF SLOT
PER PRE-APPROVAL
P.A.D. @ 2'-0" OC & 2"
FROM ENDS
T.O. STUD
09110 16
GA TOP
TRACK
1/4"
TYP.
1" TYP.
T Y
P
16 GA. RUNNER TRACK
FASTEN TO STRUCTURE
W/ .177" DIA. X 1 1/4"
SHOTPINS SPACED AT 32"
O.C. MAX.
FASTEN STUD TO TRACK
WITH (1) #8 SMS TYP.
FLOORING
FINAL CONSTRUCTION DOCUMENTS
FI
NA
L
CO
NS
TR
UC
TIO
N
DO
CU
M
EN
TS
F9
BACKING DETAIL
3" = 1'-0" (REF:092213.1)
B6
TYPICAL NON-LOAD BEARING PARTITION WALL (METAL STUD) DETAIL
3" = 1'-0" (REF:092213.02)
F6
LINTEL/CONNECTION TO JAMB
3" = 1'-0" (REF:092213.04)
F3
WALL BRACING DETAIL
3" = 1'-0" (REF:092213.08)
B1
METAL STUD BRIDGING
3" = 1'-0" (REF:092213.05)
C1
TYP. STUD JAMB SECTION
3" = 1'-0" (REF:092213.4)
D3
PARTITION FRAMING FOR DOOR DETAIL
1 1/2" = 1'-0" (REF:092213.6)
E1
WALL ANCHORAGE TO STRUCTURE
3" = 1'-0" (REF:017323.02)
F1
WALL ANCHORAGE TO FLOOR
3" = 1'-0" (REF:017323.01)
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text X
AutoCAD SHX Text
INTERIOR WALL DETAILS
AutoCAD SHX Text
AE-506
AutoCAD SHX Text 07/29/2019
AutoCAD SHX Text Bldg. 1
AutoCAD SHX Text
AutoCAD SHX Text
714 688 0212 626 202 0546 PH. 714 688 0244 FAX
AutoCAD SHX Text www.SRDarchitectsInc.com
AutoCAD SHX Text San Diego, CA
AutoCAD SHX Text S.D.
AutoCAD SHX Text W.H.
AutoCAD SHX Text
ARCHITECTURE INTERIORS PROJECT MANAGEMENT
AutoCAD SHX Text
1000 S FREMONT AVE, UNIT 53,
AutoCAD SHX Text
ALHAMBRA CALIFORNIA 91803
AutoCAD SHX Text
BLDG. A1, SUITE 1218
AutoCAD SHX Text
3920 E. CORONADO STREET, SUITE 201
AutoCAD SHX Text
ANAHEIM CALIFORNIA 92807
AutoCAD SHX Text
100%%% CONSTRUCTION DOCUMENTS
AutoCAD SHX Text 07/10/2019
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
664-CSI-103
AutoCAD SHX Text Cardiology Cath Lab #1, Bldg #1, Level 4 North Wing
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text
SHIRISH R.DESAI
AutoCAD SHX Text D
AutoCAD SHX Text 04/30/21
AutoCAD SHX Text C-20141
AutoCAD SHX Text
FINAL CONSTRUCTION DOCUMENTS
07/29/2019
NOTE:
CONTRACTOR SHALL COORDINATE
LOCATIONS OF HORIZONTAL FASTENERS.
FASTEN AT BOTH
ENDS WITH MIN. 4
TAPPING SCREWS.
CUT
HORIZONTAL
FASTENER
FROM STUD
VERTICAL WALL
STUDS AT 16" [406mm]
OR 24" [610mm] O.C.
ISOMETRIC
WALL FINISH
PLAN VIEW
5/8" TYPE "X" GYP
BOARD
16 GA METAL
STUDS @ 16" O.C.
(3 REQUIRED AT
ALL INTERSECTIONS)
TILE FINISH, SEE
FINISH SCHEDULE
CORNER
REINFORCEMENT
(TYP.)
5/8" TYPE "X"
GYP BD
BATT INSULATION TYP.
PLAN VIEW
1/2" CEMENTITIOUS
BACKER BOARD
WATERPROOFING
MEMBRANE
2"X2"X12" LONG
16GA. STL. ANGLE
SPAN 2 FLUTES
4"X18GA. DIAGONAL
BRACE
(2) #10 X 1"
SMS EACH
BRACE
(E) STEEL BEAM
CONT. RUNNER TRACK
CEILING
WHERE
OCCURS
SEE PLAN FOR WALL
TYPE
C1
4"x 20 GA METAL TRACK BRACES
ALTERNATING SIDES @ 48" OC.
(E) STEEL BEAM
STRUCTURE ABOVE
CEILING TYPE PER PLAN
STUD SIZE PER WALL TYPE
AE-506
F1
TYP
C1
TYP
(E) STRUCTURE ABOVE
EXISTING CEILING
18 GA 4" METAL STUD @
16" O.C. W/ 5/8" TYPE X
GYP BD. ON EACH SIDE
SOUND INSULATION
CONTRACTOR TO SUGGEST
ALTERNATE DETAIL TO AVOID
DAMAGE TO FLOOR FINISH
AE-506
F1
TYP
C1
TYP
(E) 5/8" TYPE-X GYP. BOARD,
PATCH AND REPAIR AS REQUIRED
FACTORY SUPPLIED
ADHESIVE
STAINLESS STEEL
CORNER GUARD, C-S
GROUP MODEL #C0-8
OR APPROVED EQUAL
(E) MTL. STUD
FINAL CONSTRUCTION DOCUMENTS
FI
NA
L
CO
NS
TR
UC
TIO
N
DO
CU
M
EN
TS
F7
ANCHORAGE - GRAB BARS AND CABINETS
12" = 1'-0" (REF:017323.03)
D7
TYPICAL WALL CORNER DETAIL
3" = 1'-0" (REF:092116.02)
B7
TYPICAL PARTITION BRACING
1 1/2" = 1'-0" (REF:017323.04)
B5
NON-RATED WALL BRACING
1/2" = 1'-0" (REF:017323.05)
B3
FULL HEIGHT PARTITION WALL
1/2" = 1'-0" (REF:102223.01)
D5
STAINLESS STEEL CORNER GUARD
6" = 1'-0" (REF:102613.01)
C1
STUD ATTACHMENT TO (E) STRUCTURE
1/4" = 1'-0"
AutoCAD SHX Text X
AutoCAD SHX Text
INTERIOR WALL DETAILS
AutoCAD SHX Text
AE-507
AutoCAD SHX Text 07/29/2019
AutoCAD SHX Text Bldg. 1
AutoCAD SHX Text
AutoCAD SHX Text
714 688 0212 626 202 0546 PH. 714 688 0244 FAX
AutoCAD SHX Text www.SRDarchitectsInc.com
AutoCAD SHX Text San Diego, CA
AutoCAD SHX Text S.D.
AutoCAD SHX Text W.H.
AutoCAD SHX Text
ARCHITECTURE INTERIORS PROJECT MANAGEMENT
AutoCAD SHX Text
1000 S FREMONT AVE, UNIT 53,
AutoCAD SHX Text
ALHAMBRA CALIFORNIA 91803
AutoCAD SHX Text
BLDG. A1, SUITE 1218
AutoCAD SHX Text
3920 E. CORONADO STREET, SUITE 201
AutoCAD SHX Text
ANAHEIM CALIFORNIA 92807
AutoCAD SHX Text
100%%% CONSTRUCTION DOCUMENTS
AutoCAD SHX Text 07/10/2019
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
664-CSI-103
AutoCAD SHX Text Cardiology Cath Lab #1, Bldg #1, Level 4 North Wing
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text
SHIRISH R.DESAI
AutoCAD SHX Text D
AutoCAD SHX Text 04/30/21
AutoCAD SHX Text C-20141
AutoCAD SHX Text
FINAL CONSTRUCTION DOCUMENTS
AutoCAD SHX Text 07/29/2019
AutoCAD SHX Text
GENERAL NOTES
AutoCAD SHX Text 1.
AutoCAD SHX Text
ALL STUD/TRACK MATERIAL TO CONFORM TO THE FOLLOWING:
AutoCAD SHX Text
a. GALVANIZED STEEL PER ASTM 653 - GRADE 33
AutoCAD SHX Text 2.
AutoCAD SHX Text ALL WELDING TO BE PERFORMED BY CERTIFIED LIGHT GAUGE WELDERS; CERTIFIED FOR ALL APPROPRIATE DIRECTION, PER 2010 AWS D1.2. WELDING RODS TO CONFORM TO THE FOLLOWING:
AutoCAD SHX Text
a. 43 MILS AND LIGHTER SHEET TO SHEET - E60XX
AutoCAD SHX Text
b. 54 MILS AND HEAVIER SHEET TO SHEET - E70XX OR E6013
AutoCAD SHX Text 3.
AutoCAD SHX Text ANCHORAGE OF BASE TRACK TO FLOOR SLAB SHALL BE 3/8” DIA. SIMPSON TITEN HD SCREW (ICC DIA. SIMPSON TITEN HD SCREW (ICC ESR #1056) WITH 2 3/4” EMBEDMENT AT 16” O.C. MAX. SPACING.EMBEDMENT AT 16” O.C. MAX. SPACING.O.C. MAX. SPACING.
AutoCAD SHX Text 4.
AutoCAD SHX Text
ALL TRACKS SHALL HAVE A MIN. FLANGE WIDTH OF 2”..
AutoCAD SHX Text 5.
AutoCAD SHX Text ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON AN ANGLE SUCH AS BRACING TO SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPERLY FASTENED.
AutoCAD SHX Text 6.
AutoCAD SHX Text BUTT WELDS OR SPLICES SHALL BE USED AT ALL JOINTS IN TOP TRACK. SPLICES IN AXIAL LOADED STUDS OR BRACES SHALL NOT BE PERMITTED. ALL WELDS SHALL BE PLUG, BUTT OR SEAM WELDS. WHERE STUDS ARE BURNED THROUGH BY WELDING, PROVIDE SUITABLE STITCH PLATE OF THE SAME THICKNESS.
AutoCAD SHX Text 7.
AutoCAD SHX Text ALL CALCULATED STUD PROPERTIES, PER 2012 AISI SPECIFICATION, ARE BASED ON THE FOLLOWING THICKNESS TABLES:
AutoCAD SHX Text
128 MILS - 0.1350''
AutoCAD SHX Text
97 MILS - 0.1017''
AutoCAD SHX Text
68 MILS - 0.0713''
AutoCAD SHX Text
54 MILS - 0.0566''
AutoCAD SHX Text
43 MILS - 0.0451''
AutoCAD SHX Text
33 MILS - 0.0346”
AutoCAD SHX Text 8.
AutoCAD SHX Text FOR ALL NON-BEARING STUD WALLS, LATERAL BRIDGING FOR STEEL STUDS IS REQUIRED WHEN WALL BOARD, INSTALLED PER IBC CHAPTER 25, DOES NOT CONTINUE FULL HEIGHT ON BOTH SIDES. BRIDGING SHALL BE INSTALLED PER TYP. DETAIL ON WALL FACES WITHOUT SHEATHING.
AutoCAD SHX Text 9.
AutoCAD SHX Text TRACK SHALL BE UNPUNCHED WITH THICKNESS TO MATCH METAL STUD FRAMING UNLESS NOTED OTHERWISE.
AutoCAD SHX Text 10.
AutoCAD SHX Text THE MINIMUM DISTANCE BETWEEN THE END OF A STUD AND THE NEAR EDGE OF A PUNCHOUT IS 10”..
AutoCAD SHX Text 11.
AutoCAD SHX Text ALL STEEL STUDS SHALL CONFORM TO REQUIREMENTS OF STEEL STUD MANUFACTURERS ASSOCIATION. PROPERTIES OF STUDS ARE TO CONFORM WITH ICBO ER #4943-P.
AutoCAD SHX Text 12.
AutoCAD SHX Text MECHANICAL ANCHORS SHALL BE MANUFACTURED BY HILTI. INSTALLATION OF ANCHORS ARE TO CONFORM WITH ICC ESR # 1917.
AutoCAD SHX Text 13.
AutoCAD SHX Text
TUBE STEEL, TO CONFORM TO ASTM A500 - GRADE B.
AutoCAD SHX Text 3 5/8"" x 16 GA. STEEL STUD BRACING (WEB SIDE UP) AT 48" O.C. WELDED TO (E) BEAMS WITH 1/16" FILLET WELD 2" LONG EACH SIDE.
AutoCAD SHX Text
(E) STEEL BEAM.
AutoCAD SHX Text 16 GA. UNPUNCHED TRACK STUD WELDED TO EACH (E) BEAM WITH 1/16" FILLET WELD 2" LONG EACH SIDE.
AutoCAD SHX Text
ATTACH WALL FRAMING TO UNPUNCHED TRACK STUD W/ #8 SMS EACH SIDE.
AutoCAD SHX Text
UNPUNCHED TRACK STUD WELDED TO STEEL STUD BRACING.
AutoCAD SHX Text
WALL PERPENDICULAR TO BEAM
AutoCAD SHX Text
WALL PARALLEL TO BEAM
AutoCAD SHX Text
(E) STEEL BEAM.
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
WALL BRACING
AutoCAD SHX Text
NEW GYP. BD. CEILING
AutoCAD SHX Text
NEW COMPRESSION STRUT WELD TO STEEL. 4'-0" O.C. MIN. TO SUPPORT EXISTING WALL
AutoCAD SHX Text NEW 16 GA. STUD BRACE, 2 DIRECTIONS, WELD TO STEEL FRAMING AND COMPRESSION STRUT.
AutoCAD SHX Text
INTERSTITIAL SPACE STEEL FRAMING
AutoCAD SHX Text
NEW GYP. BD. CEILING
AutoCAD SHX Text
TOP TRACK OF EXISTING WALL
AutoCAD SHX Text NEW 2"X2" FRAMING ANGLE TO EXTEND WALL HEIGHT WITH NEW GYPSUM BOARD TAPED AND PATCHED TO MATCH EXISTING.
F4
FINAL CONSTRUCTION DOCUMENTS
FI
NA
L
CO
NS
TR
UC
TIO
N
DO
CU
M
EN
TS
SECTION A-A
4B
A
4A
A
4A
4B
1B
1A
1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE
CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300, U400 OR V400
SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE
FOLLOWING CONSTRUCTION FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS.
WOOD STUDS TO CONSIST OF NOM 2 IN. BY 4 IN. (25 MM BY 102 MM) LUMBER SPACED 16 IN. (406 MM)
OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8
IN. (92 MM) WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC.
B. GYPSUM BOARD* - NOM 5/8 IN. (16 MM) THICK, 4 FT (122 CM) WIDE WITH SQUARE OR TAPERED
EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND
SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN
THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 14-1/2 IN (368 MM) FOR WOOD
STUD WALLS AND 18 IN. (457 MM) FOR STEEL STUD WALLS.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS 1 HR WHEN INSTALLED IN A 1 HR FIRE RATED
WALL AND 2 HR WHEN INSTALLED IN A 2 HR FIRE RATED WALL.
2. THROUGH PENETRANTS - ONE METALLIC PIPE OR TUBING TO BE CENTERED WITHIN THE FIRESTOP
SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE
FOLLOWING TYPES AND SIZES OF METALLICPIPES OR TUBING MAY BE USED:
A. STEEL PIPE - NOM 12 IN. (305 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
C. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
3. PIPE COVERING* - NOM 1 IN. OR 2 IN. (25 MM OR 51 MM) THICK HOLLOW CYLINDRICAL HEAVY DENSITY
GLASS FIBER UNITS JACKETED ON THE OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS
SEALED WITH METAL FASTENERS ORFACTORY-APPLIED SELF-SEALING LAP TAPE. TRANSVERSE JOINTS
SEALED WITH METAL FASTENERS OR WITH BUTT STRIP TAPE SUPPLIED WITH THE PRODUCT. WHEN NOM 1
IN. (25 MM) THICK PIPE COVERING IS USED, THE ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE
CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD LAYERS ON EACH SIDE OF THE WALL SHALL BE MIN 1/4 IN.
TO MAX 3/8 IN. (6 MM TO MAX 10 MM). WHEN NOM 2 IN. (51 MM) THICK PIPE COVERING IS USED, THE
ANNULAR SPACE BETWEEN THE PIPE COVERING AND THE CIRCULAR CUTOUT IN THE GYPSUM WALLBOARD
LAYERS ON EACH SIDE OF THE WALL SHALL BE MIN 1/2 IN. TO MAX 3/4 IN. (13 MM TO MAX 19 MM).
SEE PIPE AND EQUIPMENT COVERING - MATERIALS (BRGU) CATEGORY IN BUILDING MATERIALS DIRECTORY
FOR NAMES OF MANUFACTURERS. ANY PIPE COVERING MATERIAL MEETING THE ABOVE SPECIFICATIONS
AND BEARING THE UL CLASSIFICATION MARKING WITH A FLAME SPREAD INDEX OF 25 OR LESS AND A
SMOKE DEVELOPED INDEX OF 50 OR LESS MAY BE USED.
THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 3/4 HR WHEN NOM 1 IN. (25 MM) THICK PIPE COVERING
IS USED.
THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS 1 HR AND 1-1/2 HR WHEN NOM 2 IN. (51 MM) THICK PIPE
COVERING IS USED WITH 1 HR AND 2 HR FIRE RATED WALLS, RESPECTIVELY.
4. FIRESTOP SYSTEM - INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE DETAILS OF
THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:
A. FILL,VOID OR CAVITY MATERIALS* - WRAP STRIP - NOM 1/4 IN. (6 MM) THICK INTUMESCENT
ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. (51 MM)
WIDE STRIPS. NOM 2 IN. (51 MM) WIDE STRIP TIGHTLY WRAPPED AROUND PIPE COVERING (FOIL
SIDE OUT) WITH SEAM BUTTED. WRAP STRIP LAYER SECURELY BOUND WITH STEEL WIRE OR
ALUMINUM FOIL TAPE AND SLID INTO ANNULAR SPACE APPROX 1-1/4 IN.(32 MM) SUCH THAT
APPROX 3/4 IN. (19 MM) OF THE WRAP STRIP WIDTH PROTRUDES FROM THE WALL SURFACE. ONE
LAYER OF WRAP STRIP IS REQUIRED WHEN NOM 1 IN. (25 MM) THICK PIPE COVERING IS USED. TWO
LAYERS OF WRAP STRIP ARE REQUIRED WHEN NOM 2 IN. (51 MM) THICK PIPE COVERING IS USED.
3M COMPANY - FS-195+
B. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 1/4 IN. (6 MM) DIAM CONTINUOUS
BEAD APPLIED TO THE WRAP STRIP/WALL INTERFACE AND TO THE EXPOSED EDGE OF THE WRAP
STRIP LAYER APPROX 3/4 IN. (19 MM) FROM THE WALL SURFACE.
3M COMPANY - CP 25WB+, IC 15WB+, FIREDAM 150+ CAULK OR FB-3000 WT SEALANT
*BEARING THE UL CLASSIFICATION MARKING
SYSTEM NO.W-L-5001
MAY 19, 2005
F RATINGS - 1 AND 2 HR (SEE ITEM 1), T RATINGS - 3/4, 1 AND 1-1/2 HR (SEE ITEM 3)
L RATING AT AMBIENT - 2 CFM/SQ FT, L RATING AT 400 F - LESS THAN 1 CFM/SQ FT
SECTION A-A
1A
1B
A
A
MAX PIPE OR CONDUIT DIAM IN. (MM)
F RATING HR T RATING HR
1 (25)
1 OR 2
0+, 1 OR 2
1 (25)
3 OR 4 3 OR 4
4 (102)
1 OR 2 0
6 (152)
3 OR 4 0
12 (305)
1 OR 2 0
SYSTEM NO.W-L-1001
JUNE 15, 2005
F RATINGS - 1, 2, 3 AND 4 HR (SEE ITEMS 2 AND 3), T RATINGS - 0, 1, 2, 3, AND 4 HR (SEE ITEM 3)
L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT, L RATING AT 400 F - LESS THAN 1 CFM/SQ FT
1. WALL ASSEMBLY - THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALLBE
CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR
PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION
FEATURES:
A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED ASSEMBLIES) OR STEEL
CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC
WITH NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. (92
MM) WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED MAX 24 IN. (610 MM) OC.
B. GYPSUM BOARD* - NOM 1/2 OR 5/8 IN. (13 OR 16 MM) THICK, 4 FT. (122 CM) WIDE WITH SQUARE OR TAPERED
EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET
ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE
DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM).
2.THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBING INSTALLED EITHER CONCENTRICALLY OR
ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND
PERIPHERY OF OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT) TO MAX 2 IN. (51 MM). PIPE, CONDUIT OR TUBING
TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWINGTYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED:
A. STEEL PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE - NOM 24 IN. (610 MM) DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM
12 IN. (305 MM) DIAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE.
C. CONDUIT - NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 IN. (102 MM) DIAM (OR SMALLER)
STEEL ELECTRICAL METALLIC TUBING
D. COPPER TUBING - NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING
E. COPPER PIPE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
F. THROUGH PENETRATING PRODUCT* - FLEXIBLE METAL PIPING - THE FOLLOWING TYPES OF STEEL FLEXIBLE
METAL GAS PIPING MAY BE USED:
1. NOM 2 IN. (51 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY
NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
OMEGA FLEX INC
2. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY
NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
TITEFLEX CORP
A BUNDY CO
3. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS PIPING. PLASTIC COVERING ON PIPING MAY OR MAY
NOT BE REMOVED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
WARD MFG INC
3. FILL,VOID OR CAVITY MATERIAL* - CAULK OR SEALANT - MIN 5/8. 1-1/4,1-7/8 AND 2-1/2 IN. (16, 32,48 AND 64 MM)
THICKNESS OF CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY, APPLIEDWITHIN ANNULUS, FLUSH WITH
BOTH SURFACES OF WALL. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULKAPPLIED TO GYPSUM BOARD/PENETRANT INTERFACE
AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL.
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL
ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE.
THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPEOR CONDUIT AND
THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW:
+WHEN COPPER PIPE IS USED, T RATING IS 0 HR.
3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT,
*BEARING THE UL CLASSIFICATION MARKING
1A
1A
SECTION A-A
SECTION A-A
A
FIRESTOP CONFIGURATION - A
A
A
A
FIRESTOP CONFIGURATION - B
SYSTEM NO. C-AJ-1175
AUGUST 23, 2004F RATING - 2 HR T RATING - 0 HR W RATING - CLASS I (SEE ITEM 4)
1. FLOOR OR WALL ASSEMBLY - MIN 2-1/2 IN. THICK LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF)
CONCRETE. WHEN CONFIGURATION A IS USED, ON CONFIGURATION B IS USED IN CONJUNCTION WITH
THE STEEL SLEEVE (ITEM 1A), FLOOR MAY BE CONSTRUCTED OF ANY MIN 6 IN. THICK UL CLASSIFIED
HOLLOW CORE PRECAST CONCRETE UNITS*. WALL MAY ALSO BE CONSTRUCTED OF ANY UL
CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF CIRCULAR THROUGH OPENING IS 10 IN. SEE
CONCRETE BLOCKS (CAZT) AND PRECAST CONCRETE UNITS (CFTV) CATEGORIES IN THE FIRE
RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.
1A. STEEL SLEEVE (OPTIONAL) - NO. 10 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE
SLEEVE CAST INTO CONCRETE FLOOR OR WALL. SLEEVE TO BE FLUSH WITH OR PROJECT MAX 2 IN.
FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL.
2. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER
CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. MAX ANNULAR SPACE
BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF THROUGH OPENING NOT TO EXCEED 1-3/8 IN. MIN
ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING IS ZERO IN. (POINT
CONTACT). PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR
WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY
BE USED:
A. STEEL PIPE - NOM 8 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) RIGID STEEL CONDUIT.
C. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING.
D. IRON PIPE - NOM 4 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
E. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE.
F. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
FIRESTOP CONFIGURATION A
3. PACKING MATERIAL - MIN 1 IN. THICKNESS OF TIGHTLY-PACKED MINERAL WOOL BATT MATERIAL
USED AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP OR BOTTOM
SURFACE OF FLOOR OR FROM EITHER SURFACE OF SOLID CONCRETE WALL AS REQUIRED TO
ACCOMMODATE THE REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4). WHEN WALL IS
CONSTRUCTED OF CONCRETE BLOCK, PACKING MATERIAL IS TO BE INSTALLED ON BOTH SIDES OF
WALL ASSEMBLY. WHEN PRECAST HOLLOW CORE FLOOR IS USED, PACKING MATERIAL MUST BE
INSTALLED ON BOTTOM SURFACE OF FLOOR.
4. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - APPLIED TO FILL THE ANNULAR SPACE TO
A MIN DEPTH OF 1/2 IN. FLUSH WITH THE TOP OR BOTTOM SURFACE OF THE FLOOR OR EITHER
SURFACE OF THE SOLID CONCRETE WALL. A MIN 1/4 IN. DIAM BEAD OF CAULK SHALL BE APPLIED TO
THE FLOOR OR WALL SURFACE WHERE THE PIPE, CONDUIT OR EMT IS INSTALLED IN POINT CONTACT
WITH THE EDGE OF THE THROUGH OPENING. WHEN WALL IS CONSTRUCTED OF CONCRETE BLOCK, CAULK TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. WHEN PRECAST
HOLLOW CORE FLOOR IS USED, CAULK FILL MATERIAL MUST BE INSTALLED ON BOTTOM SURFACE OF
FLOOR.
3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT.
(THE W RATING APPLIES ONLY WHEN FB-3000 WT IS USED FLUSH WITH THE TOP SURFACE OF FLOOR.)
FIRESTOP CONFIGURATION B
3. PACKING MATERIAL - POLYETHYLENE BACKER ROD OR NOM 1 IN. THICKNESS OF TIGHTLY-PACKED
MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING
MATERIAL TO BE RECESSED MIN 1/2 IN. FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF
WALL AS REQUIRED TO ACCOMMODATE THEREQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4).
4. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - APPLIED TO FILL THE ANNULAR SPACE TO
A MIN DEPTH OF 1/2 IN. FLUSH WITH THE TOP SURFACE OF THE FLOOR OR BOTH SURFACES OF THE
WALL. A MIN 1/4 IN. DIAM BEAD OF CAULK SHALL BE APPLIED TO THE FLOOR OR WALL SURFACE
WHERE THE PIPE, CONDUIT OR EMT IS INSTALLED IN POINT CONTACT WITH THE EDGE OF THE
THROUGH OPENING.
3M COMPANY - CP 25WB+ CAULK OR FB-3000 WT SEALANT.
(THE W RATING APPLIES ONLY WHEN FB-3000 WT IS USED.)
*BEARING THE UL CLASSIFICATION MARK
SYSTEM NO. C-AJ-5211
MARCH 05, 2007 F RATING - 2 HR T RATINGS - 0 & 1/2 HR (SEE ITEM 4) W RATING - CLASS 1 (SEE ITEM 5)
1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL
WEIGHT (100-150 PCF OR 1600 - 2400 KG/M3) CONCRETE. FLOOR ASSEMBLY MAY ALSO BE CONSTRUCTED OF
ANY MIN 6 IN. (152 MM) THICK UL CLASSIFIED HOLLOW-CORE PRECAST CONCRETE UNITS*. WALL MAY ALSO
BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING 8 IN. (203 MM) MAX
DIAM OF OPENING IN FLOORS CONSTRUCTED OF HOLLOW-CORE CONCRETE IS 7 IN. (178 MM).
SEE CONCRETE BLOCKS (CAZT) AND PRECAST CONCRETE UNITS (CFTV) CATEGORIES IN FIRE RESISTANCE
DIRECTORY FOR NAMES OF MANUFACTURERS.
2. STEEL SLEEVE - (OPTIONAL) - NOM 8 IN. (203 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL
SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY. STEEL SLEEVE MAY BE INSTALLED FLUSH OR
MAY PROJECT MAX 2 IN. (51 MM) BEYOND THE FLOOR OR WALL SURFACES. AS AN ALTERNATE, NOM 8 IN.
(203 MM) DIAM (OR SMALLER) SLEEVE FABRICATED FROM NOM 0.019 IN. (0.48 MM) THICK GALV STEEL CAST
OR GROUTED INTO FLOOR OR WALL ASSEMBLY FLUSH WITH FLOOR OR WALL SURFACES.
3. THROUGH PENETRANTS - ONE METALLIC PIPE TO BE INSTALLED CONCENTRICALLY OR ECCENTRICALLY
WITHIN OPENING. PENETRANT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY.
THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES MAY BE USED:
A. STEEL PIPE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
C. COPPER TUBING - NOM 2 IN. (51 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
D. COPPER PIPE - NOM 2 IN. (51 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
4. TUBE INSULATION - PLASTICS+ - NOM 3/4 IN. (19 MM) THICK (OR LESS) ACRYLONITRILE
BUTADIENE/POLYVINYL CHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. ANNULAR
SPACE BETWEEN THE INSULATED PENETRATING ITEM AND THE PERIPHERY OF THE OPENING SHALL BE MIN
1/2 IN. TO MAX 1-1/2 IN. (13 MM TO MAX 38 MM).
SEE PLASTICS (QMFZ2) CATEGORY IN THE RECOGNIZED COMPONENT DIRECTORY FOR NAMES OF
MANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THE ABOVE
SPECIFICATIONS AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION OF 94-5A MAY BE USED.
T RATING IS 1/2 HR FOR NOM 3/4 IN. (19 MM) THICK TUBE INSULATION.T RATING IS 0 HR FOR TUBE
INSULATIONS LESS THAN NOM 3/4 IN. (19 MM) THICK.
5. FIRESTOP SYSTEM - THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS:
A. PACKING MATERIAL - MIN 3 IN. (76 MM) THICKNESS OF MIN 4 PCF (64 KG/M3) MINERAL WOOL BATT
INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE
RECESSED FROM TOP SURFACE OF FLOOR OR TOP EDGE OF SLEEVE OR FROM BOTH SURFACES OF
WALL OR BOTH ENDS OF SLEEVE AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF
FILL MATERIAL. IN FLOORS CONSTRUCTED OF HOLLOW-CORE CONCRETE, PACKING MATERIAL TO BE
RECESSED FROM TOP AND BOTTOM SURFACES OF FLOOR OR SLEEVE AS REQUIRED TO
ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.
B. FILL,VOID OR CAVITY MATERIALS* - CAULK OR SEALANT - MIN 1/2 IN. (13 MM) THICKNESS OF CAULK
APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR TOP EDGE OF SLEEVE OR
WITH BOTH SURFACES OF WALL OR BOTH ENDS OF SLEEVES. IN FLOORS CONSTRUCTED OF
HOLLOW-CORE CONCRETE, MIN 1/2 IN. (13 MM) THICKNESS OF CAULK APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP AND BOTTOM SURFACES OF FLOOR OR SLEEVE.
3M COMPANY - IC 15WB+, CP 25WB+ CAULK OR FB-3000 WT SEALANT (NOTE: W RATING APPLIES ONLY WHEN
FB-3000 WT IS USED.) *BEARING THE UL CLASSIFICATION MARK
+ BEARING THE UL RECOGNIZED COMPONENT MARK
THIS MATERIAL WAS EXTRACTED AND DRAWN BY 3M FIRE PROTECTION PRODUCTS FROM THE 2007 EDITION
OF THE UL FIRE RESISTANCE DIRECTORY.
SYSTEM NO. C-AJ-0060
MARCH 05, 2007 F RATING - 3 HR T RATINGS - 1, 2 AND 3 HR (SEE ITEM 2) L RATING AT AMBIENT -
LESS THAN 1 CFM/SQ FT L RATING AT 400 F - 2 CFM/SQ FT
1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHT-WEIGHT OR NORMAL
WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL
CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 6 IN. (152 MM). SEE CONCRETE BLOCKS (CAZT)
CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.
2. SLEEVES (OPTIONAL) - THE FOLLOWING SLEEVES MAY BE USED:
A. METALLIC SLEEVE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL
PIPE SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY, FLUSH WITH FLOOR OR WALL
SURFACES. AS AN ALTERNATE, NOM 6 IN. (152 MM) DIAM (OR SMALLER) SLEEVE FABRICATED FROM
NOM 0.019 IN. (0.48 MM) THICK GALV STEEL CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY
FLUSH WITH FLOOR OR WALL SURFACES. T RATING IS 1 HR WHEN METALLIC SLEEVE IS USED.
B. NONMETALLIC SLEEVE - NOM 6 IN. (152 MM) DIAM (OR SMALLER) SCHEDULE 40 POLYVINYL
CHLORIDE (PVC) PIPE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY, FLUSH WITH FLOOR
OR WALL SURFACES. T RATING IS 2 HR WHEN PVC SLEEVE IS USED. T RATING IS 3 HR WHEN NO
SLEEVE IS USED.
3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:
A. PACKING MATERIAL - MIN 3-3/4 IN. (95 MM) THICKNESS OF MIN 4 PCF (64 KG/M3) MINERAL WOOL
BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM SO THAT THE WIDTH OF
THE WOOL IS COMPRESSED AT LEAST 50 PERCENT. PACKING MATERIAL TO BE RECESSED FROM
TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE
THE REQUIRED THICKNESS OF FILL MATERIAL.
B. FILL,VOID OR CAVITY MATERIAL* - SEALANT - MIN 1/4 IN. (6 MM) THICKNESS OF SEALANT APPLIED
WITHIN THE ANNULUS, FLUSH WITH THE TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF
WALL. SEALANT TO LAP ONTO TOP SURFACE OF CONCRETE FLOOR TO ATTAIN W RATING.
3M COMPANY - FB-1000 NS (FLOORS OR WALLS) OR FB-1003 SL *BEARING THE UL CLASSIFICATION MARK
AutoCAD SHX Text X
AutoCAD SHX Text F2
AutoCAD SHX Text
PENETRATION DETAILS
AutoCAD SHX Text
AE-510
AutoCAD SHX Text 07/29/2019
AutoCAD SHX Text Bldg. 1
AutoCAD SHX Text
AutoCAD SHX Text
714 688 0212 626 202 0546 PH. 714 688 0244 FAX
AutoCAD SHX Text www.SRDarchitectsInc.com
AutoCAD SHX Text San Diego, CA
AutoCAD SHX Text S.D.
AutoCAD SHX Text W.H.
AutoCAD SHX Text
ARCHITECTURE INTERIORS PROJECT MANAGEMENT
AutoCAD SHX Text
1000 S FREMONT AVE, UNIT 53,
AutoCAD SHX Text
ALHAMBRA CALIFORNIA 91803
AutoCAD SHX Text
BLDG. A1, SUITE 1218
AutoCAD SHX Text
3920 E. CORONADO STREET, SUITE 201
AutoCAD SHX Text
ANAHEIM CALIFORNIA 92807
AutoCAD SHX Text
100%%% CONSTRUCTION DOCUMENTS
AutoCAD SHX Text 07/10/2019
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
664-CSI-103
AutoCAD SHX Text Cardiology Cath Lab #1, Bldg #1, Level 4 North Wing
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text
SHIRISH R.DESAI
AutoCAD SHX Text D
AutoCAD SHX Text 04/30/21
AutoCAD SHX Text C-20141
AutoCAD SHX Text
FINAL CONSTRUCTION DOCUMENTS
AutoCAD SHX Text 07/29/2019
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
WALL - INSULATED PIPE
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
WALL - NON-INSULATED PIPE
AutoCAD SHX Text F4
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
CONC. FLOOR/WALL - NON INSULATED
AutoCAD SHX Text F6
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
CONC. FLOOR/WALL - INSULATED
AutoCAD SHX Text F8
AutoCAD SHX Text 1 1/2" = 1'-0"
AutoCAD SHX Text
CONC. FLOOR/WALL - BLANK OPENINGS
C8
NA
L
CO
NS
TR
UC
TIO
N
DO
CU
M
EN
TS
(4) STP 18" STRAPS
LAB EQUIPMENT (MAX.
1,200 LBS.)
(2) FLOOR ANCHORS,
(2) FLOOR BOLTS,
(2)WASHERS
(6) STP 2 5/8" W x 2" D x 7" 13
GA. STAINLESS STEEL "L"
BRACKETS
(2) STP 12" STRAPS
STUD WALL PER FLOOR
PLAN. REFER TO WALL
TYPES
(8) SELF TAPPING WALL
SCREWS W./ (8)
WASHERS
(2) 50" POWER COATED CHANNEL STRUT
(4) CHANNEL STRUT BOLTS
(4) CHANNEL STRUT WASHERS
(4) CHANNEL STRUT NUTS
(4) CHANNEL STRUT CAP ENDS
(6) 5"x6" STP FASTENERS
(6) 3M ADHESIVE PADS
(12) BOLTS
(24) WASHERS
(12) NUTS
1.
2.
3.
NOTE:
FASTENING ON BOTH SIDES OF EQUIPMENT.
CHANNEL REQUIRES ANCHORAGE TO MINIMUM. (3) STUDS PER CODE.
CONTRACTOR TO SUBMIT SHOP DRAWINGS SIGNED AND SEAL BY A LICENSED
STRUCTURAL ENGINEER FOR ANCHORS TO FLOOR AND WALLS.
BLOCKING REFER
TO DETAIL
STP = SAFETY-T-ROOF
FASTENER
E Q
E
Q
E Q
F L O
R
U
N T
D
Q U
I P
M E
N
T
A L
H
E I G
H T
F9
AE-506
BLOCKING REFER
TO DETAIL
F9
AE-506
TV MOUNTING
PLATE
1'-4"
NOTE:
OSHPD PRE-APPROVED
ARTICULATING WALL MOUNT FOR
FLAT PANEL SCREENS = LUCASEY
LC200DS1 APPROVAL OPA-1628-07
2 VERT. DOUBLE
4"(MIN.)X 16 GA.
METAL STUDS
PLAN
SECTION
ANTENNA & POWER
OUTLET SEE
ELECT. DWGS.
2 HOR. DOUBLE
4"(MIN.)X 16 GA.
METAL STUDS
REFER TO WALL TYPE FOR
MTL. FRAME TO STRUCTURAL
ATTACHMENT
R E
F E
R
T
O
I N
T E
R I O
R
E
L E
V A
T I O
N S
AutoCAD SHX Text X
AutoCAD SHX Text
CASEWORK AND MISCELLANEOUS DETAILS
AutoCAD SHX Text
AE-511
AutoCAD SHX Text 07/29/2019
AutoCAD SHX Text Bldg. 1
AutoCAD SHX Text
AutoCAD SHX Text
714 688 0212 626 202 0546 PH. 714 688 0244 FAX
AutoCAD SHX Text www.SRDarchitectsInc.com
AutoCAD SHX Text San Diego, CA
AutoCAD SHX Text S.D.
AutoCAD SHX Text W.H.
AutoCAD SHX Text
ARCHITECTURE INTERIORS PROJECT MANAGEMENT
AutoCAD SHX Text
1000 S FREMONT AVE, UNIT 53,
AutoCAD SHX Text
ALHAMBRA CALIFORNIA 91803
AutoCAD SHX Text
BLDG. A1, SUITE 1218
AutoCAD SHX Text
3920 E. CORONADO STREET, SUITE 201
AutoCAD SHX Text
ANAHEIM CALIFORNIA 92807
AutoCAD SHX Text
100%%% CONSTRUCTION DOCUMENTS
AutoCAD SHX Text 07/10/2019
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .