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OCKET 49 PER F.B.C. I
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0 EXTERIOR FL. FIN.)
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OCKET 49 PER F.B.C. I
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1' -S' rn
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c
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0 EXTERIOR FL. FIN.)
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36" AFF
44' -4'
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LINE OF STR
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I OD. CAS.
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U II I I
STAIR _ I FAMILY �, rt I -NTH
HALL I . I ROOM to DE5Kr D D D/W
OPEN TO
ST RAGE ABOVE I -
LINE OF COVE
6' -4' 21'_3' GEILI G ABOVE
36' AFF COUNTER
SINE OF 2nd I @' - @' I I @' -b' KITCHEN I O
L LINE of covE Dui
FLOOR ABOVE I 1@' -g' (GL'G H. CL'G H. AKPAS 1J
CL'G H. I -
a � _ _ Ae3vrz 38' HIGH ALUM. -
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RAILING TO 0 0
REJECT A 4' _
SPHERE `' 00 di
I • 125' ON STAIR INCLINE I 0
4 18T. * 1 05' ( - F- W7 I U I U X
WASHER FAUCET IN II O
- RECESSE METAL
9' -@' I I 4 _6
C LINE 4'
COUNTER
_ PARTITION BELOW
2'- I v E 4 11' -8'
ACCESSORIES AL
BE UL APPROVED.
8' A CHIMNEY OR CHIMNEY Z0
_ I FLUE SHALL NOT C1.1*0E M i V iN
SIZE OR SRAFE WITHIN G'
IABOVE OR DELOW WHERE ROOM THE CHIMNEY PASSES s0
THROUCsH FLOOR
COMPONENTS, CEILING
�,_Immxwowla OR
COMPONENTS
GL'Cx N.
APPROVED
FIREPLACE LINE OF COVE
HEARTH TO COMPLY OILING ABOVE
WITH F.S.G. 2010 1 @' - @"
810042 AND TO M �0
NON COMCUSTISLE CL'G H. "
mnm. e-046
N
IA (3)2 x60
W/ 20' H. TRANSOM
0
SINK
lD (0
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44' -4'
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OCKET 49 PER F.B.C. I
'
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CONC. BEAM
-
�+
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LINE OF STR
ABOVE 5
I OD. CAS.
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U II I I
STAIR _ I FAMILY �, rt I -NTH
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OPEN TO
ST RAGE ABOVE I -
LINE OF COVE
6' -4' 21'_3' GEILI G ABOVE
36' AFF COUNTER
SINE OF 2nd I @' - @' I I @' -b' KITCHEN I O
L LINE of covE Dui
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a � _ _ Ae3vrz 38' HIGH ALUM. -
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RAILING TO 0 0
REJECT A 4' _
SPHERE `' 00 di
I • 125' ON STAIR INCLINE I 0
4 18T. * 1 05' ( - F- W7 I U I U X
WASHER FAUCET IN II O
- RECESSE METAL
9' -@' I I 4 _6
C LINE 4'
COUNTER
_ PARTITION BELOW
2'- I v E 4 11' -8'
ACCESSORIES AL
BE UL APPROVED.
8' A CHIMNEY OR CHIMNEY Z0
_ I FLUE SHALL NOT C1.1*0E M i V iN
SIZE OR SRAFE WITHIN G'
IABOVE OR DELOW WHERE ROOM THE CHIMNEY PASSES s0
THROUCsH FLOOR
COMPONENTS, CEILING
�,_Immxwowla OR
COMPONENTS
GL'Cx N.
APPROVED
FIREPLACE LINE OF COVE
HEARTH TO COMPLY OILING ABOVE
WITH F.S.G. 2010 1 @' - @"
810042 AND TO M �0
NON COMCUSTISLE CL'G H. "
mnm. e-046
N
IA (3)2 x60
W/ 20' H. TRANSOM
0
X
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3' -6' 19' -(0' 2' -4'
OCKET 49 PER F.B.C. I
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CONC. BEAM
-
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10'XIO' WD, COL. COVER
71
iv
COVERED
MOD.
OVER 4'x4' STEEL COL. ON
3 -6 5
21
1
12'X12' CONC. PILASTER (TYP.
I{
TERRACE
ONE COAL vEN1 =1=R PLASTER
0 COVERED TERRACE)
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d
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SMOOTH STUCCO
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10
30
CL'G ON METAL
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z
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-
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-
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CAS.
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STAIR _ I FAMILY �, rt I -NTH
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ST RAGE ABOVE I -
LINE OF COVE
6' -4' 21'_3' GEILI G ABOVE
36' AFF COUNTER
SINE OF 2nd I @' - @' I I @' -b' KITCHEN I O
L LINE of covE Dui
FLOOR ABOVE I 1@' -g' (GL'G H. CL'G H. AKPAS 1J
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a � _ _ Ae3vrz 38' HIGH ALUM. -
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RAILING TO 0 0
REJECT A 4' _
SPHERE `' 00 di
I • 125' ON STAIR INCLINE I 0
4 18T. * 1 05' ( - F- W7 I U I U X
WASHER FAUCET IN II O
- RECESSE METAL
9' -@' I I 4 _6
C LINE 4'
COUNTER
_ PARTITION BELOW
2'- I v E 4 11' -8'
ACCESSORIES AL
BE UL APPROVED.
8' A CHIMNEY OR CHIMNEY Z0
_ I FLUE SHALL NOT C1.1*0E M i V iN
SIZE OR SRAFE WITHIN G'
IABOVE OR DELOW WHERE ROOM THE CHIMNEY PASSES s0
THROUCsH FLOOR
COMPONENTS, CEILING
�,_Immxwowla OR
COMPONENTS
GL'Cx N.
APPROVED
FIREPLACE LINE OF COVE
HEARTH TO COMPLY OILING ABOVE
WITH F.S.G. 2010 1 @' - @"
810042 AND TO M �0
NON COMCUSTISLE CL'G H. "
mnm. e-046
N
IA (3)2 x60
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0
X
lD (0
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0
O
� O
OCKET 49 PER F.B.C. I
I
OP
y
'-
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I 1
SHAMPOO
�+
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C11
I w
-
1'X6' TONGUE 4
GROOVE CLOG
iv
13 - 3
MOD.
H�4LL
3 -6 5
21
1
8'-0' H. CAT II
SAFETY
II
ONE COAL vEN1 =1=R PLASTER
10' -0' S
d
�r
o
. C
U M
OVER C.B.S. WALL
(TYP. A COVERED
'
30
:48
qTHE
GL. SP.
OPENABLE GARAGE DOORS 4
2@
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CL'G H.
CL'G H. `
-
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BEAM A
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- -
ENTRY CL'GS)
(3)2
60
1D
14' -2' i
-1
11'_4" 2
(RoP
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2 -
-6"
PROVIDE SIGN TO READ :
a
W/ 2 0' H.
TRANSOM
CON15 BEAM
t
A/c Luc
rt
M,4 CIS
w
CARBON MONOXIDE EMMISION IS
' -1
0
(0 FOYER "' I chid' a cv P TRY
RO
0 WASH DRY N
OP OF FIN. FL. - ` -
I DINING RO0'''i b 1 - - -
EL. + 0' -0' (DATUM) LINE OF HOWER nlrr% ( - Ib _!4.
Il u Ll X 0
N L. + 8' -6' (N.G.V.D.) BEAM ABOVE LAINDRY
V -4" 16' -6' c0 111 - 31 - `� 6� - 2 6
MAI
CL'G H. I r- " \� A H 19 IH
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OP
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-
1'X6' TONGUE 4
GROOVE CLOG
iv
13 - 3
MOD.
H�4LL
3 -6 5
21
1
8'-0' H. CAT II
SAFETY
II
ONE COAL vEN1 =1=R PLASTER
10' -0' S
d
�r
o
. C
U M
OVER C.B.S. WALL
(TYP. A COVERED
'
30
:48
qTHE
GL. SP.
OPENABLE GARAGE DOORS 4
2@
I0' -6'
CL'G H.
CL'G H. `
-
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SINE OF COVE L
IG
O
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Ig
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REQUIREMENT
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CAS.
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GEILINCx ABOVE B
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BEAM A
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- -
ENTRY CL'GS)
(3)2
60
1D
14' -2' i
-1
11'_4" 2
(RoP
GuJ
2 -
-6"
PROVIDE SIGN TO READ :
a
W/ 2 0' H.
TRANSOM
CON15 BEAM
t
A/c Luc
rt
M,4 CIS
w
CARBON MONOXIDE EMMISION IS
' -1
"
2'
I@'
ABOVE
WORK)
'
2
' -4•
'
3'
i
2' SLOPE DN
,
(2) 12'X12' WD. COL. COVER
1 HR FIRE
R- 11 INSUL. iEE
TED WALL W/
FIRE RATING
OVER 4 'X4' STEEL COL. ON
TOP is LOWEST
DESCRIPTION
TH15 PAGE
lb'X16' CONC. PILASTER
O2
I
FIN, FLOOR
dk
(TYP. + GA
RA63E PARTITIONS)
(TYP. • ENTRY)
EL. - 0' -9'
DATUM Y
IN
I
_
`
U
X
lD (0
r
�
0
O
-
I
OP
y
'-
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V 41_01
U
X
U
PULL PK CHAIN 4 DROP DOWN
I
11
-w
�''
GARAGE NOTES
LADDER) PROVIDE MAXIMUM
USABLE AREA AT ATTIC 4 MIN.
ODM
SHAMPOO
�+
CL'G N.
C11
I w
-
1'X6' TONGUE 4
GROOVE CLOG
iv
MOD.
H�4LL
21
NICHE
8'-0' H. CAT II
SAFETY
ONE COAL vEN1 =1=R PLASTER
U m
d
�r
o
. C
U M
OVER C.B.S. WALL
(TYP. A COVERED
'
30
:48
qTHE
GL. SP.
OPENABLE GARAGE DOORS 4
2@
I0' -6'
CL'G H.
-
IG
3
IG
O
GL'G H.H.
Ig
i!
HE E ENCL. A W/
HEADER ABO
REQUIREMENT
U d)
IB MOD.
CAS.
OF 4% OF THE GARAGE FLOOR
0)
AREA
ENTRY CL'GS)
(3)2
60
1D
-1
(RoP
GuJ
cLG.
1
PROVIDE SIGN TO READ :
a
W/ 2 0' H.
TRANSOM
CON15 BEAM
t
A/c Luc
rt
M,4 CIS
w
CARBON MONOXIDE EMMISION IS
' -1
"
2'
I@'
ABOVE
WORK)
'
2
U
X
U
PULL PK CHAIN 4 DROP DOWN
GARAGE NOTES
LADDER) PROVIDE MAXIMUM
USABLE AREA AT ATTIC 4 MIN.
ODM
PROVIDE 5/8' TYPE -X GYP. BRD.
CEILING (ONE HOUR FIRE RATED)
NON SLIPPERY
FL. FIN. (TYP. *� ALLY
I w
:r
1'X6' TONGUE 4
GROOVE CLOG
iv
MOD.
CAS.
21
GL
ONE COAL vEN1 =1=R PLASTER
U m
d
EXTERIOR II FIN.)
U M
OVER C.B.S. WALL
(TYP. A COVERED
30
:48
qTHE
O
OPENABLE GARAGE DOORS 4
2@
I0' -6'
CL'G H.
IG
WINDOWS MEET THE MIN.
i!
REQUIREMENT
OF 4% OF THE GARAGE FLOOR
AREA
ENTRY CL'GS)
3
1D
1
PROVIDE SIGN TO READ :
a
I
'DANGER I DO NOT OPERATE
CON15 BEAM
t
ENGINES WITH DOOR CLOSED
rt
m
CARBON MONOXIDE EMMISION IS
ILETHAL'
ABOVE
'
2
' -4•
'
3'
i
2' SLOPE DN
,
(2) 12'X12' WD. COL. COVER
1 HR FIRE
R- 11 INSUL. iEE
TED WALL W/
FIRE RATING
OVER 4 'X4' STEEL COL. ON
TOP is LOWEST
DESCRIPTION
TH15 PAGE
lb'X16' CONC. PILASTER
O2
I
FIN, FLOOR
dk
(TYP. + GA
RA63E PARTITIONS)
(TYP. • ENTRY)
EL. - 0' -9'
DATUM Y
IN
I
_
`
2 CAR
GASAGE
22 'x3fi'Xyr' PLYWD. ACCESS
PANEL (METAL CLADDED
I HR FIRE RATED W/ LICsNT
Ila
M
sa.
�_t05' 18
IE MCIP. CAS.
(2 4Xb0
m
IF MOD. CAS.
(2)24X60
Lam' ..105'
FIRE RATINGS DESCRIPTION :
1.- 1 X 3 FURRING 16" O.C. , ONE LAYER 5 8" TYPE X GYPSUM LATH, 5d
CEMENT - COATED OR RING SHANKED NAILS 6" O.C. PAPER TAPE EMBEDDED
-t IN CEMETENTiTIOUS COMPOUND OVER JOINTS, EXPOSED NAIL HEADS COVERED
WITH COMPOUND OVER JOINTS, EXPOSED NAIL HEADS COVERED WITH COMPOUND
AND PRODUCT APPROVED INSULATION OF FIBERGLASS OR MINERAL WOOL BAiTS,
OR BLOWN IN FIBERGLASS, MINERAL WOOL OR CELLULOSIC INSULATION HAVING
A MINIMUM INSULATION VALUE OF R -11.
SOIL STATEMENT :
u
Qm
I I
I
WE"
!9
c
0
SOIL AT THIS SITE IS SAND is ROCK ADEQUATE TO SUPPORT THE DESIGN LOAD
OF 2000 P.S.F. I HEREBY ATTEST THAT THE SITE HAS BEEN OBSERVED AND THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS
BASED ON. IF YOU HAVE ANY QUESTIONS REGARDING THIS MATTER, PLEASE
CONTACT THIS OFFICE.
TERMITE NOTE :
AS PER F.B.G. 2 010, A WEATHER - RESISTANT JOB -SITE POSTING
BOARD SHALL BE PROVIDED TO RECIEVE DUPLICATE TREATMENT
CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS
COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS
ISSUED t0 AND ANOTHER COPT` FOR THE 1UILDING PERMIT FILES. THE
TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED,
IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT,
SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT
CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A
VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL
CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL
EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL
BUILDING APPROVAL.
AS PER F.B.C. 2 010, A PERMANENT SIGN WHICH IDENTIFIES THE
TERMITE TREATMENT PROVIDOR AND NEED FOR REINSPEGTION AND
TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN
SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.
NOT
VERIFY ALL WINDOW 4 DOOR
ROUGH OPENINGS WITH WINDOW 4
DOOR MANUFACTURER.
ALL PRECAST ELEMENTS TO BE ATTACHED W/
1/4' DIA. TAPCONS W/ 1 1/2' PENETRATION INTO
CONIC. 0 6" O.G. EA. WAY, IF PRECAST MEMBER
IS LESS THAN OR EQUAL TO 6' IN WIDTH THAN
PROVIDE ONLY ONE ROW OF TAPCONS
STAGGERED TOP 4 BOTT.
NOTE
ALL EGRESS WINDOWS TO COMPLY W/ FBC:
AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE
WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR
OPENING OF NOT LESS THAN 20' WIDE X 24" HIGH AND 5.1 $0.
FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE
MORE THAN 44' OFF THE FLOOR. THE MODE OF OPERATION
MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL
KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED
CLEAR OPENING, AND NO PART OF THE OPERATION
MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE
FINISHED FLOOR
-NOTE :
EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT
CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET.
AS PER FBC
EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO
PERMIT THE PENING OF THE LOCKED DOOR FROM THE
OUTSIDE IN AN EMERGENCY. AS PER FBC
NOTE : ALL HALLWAY DOORS TO BE
NON - LOCKABLE (PRIMARY MEANS OF ',ESCAPE)
AREA CALCULATiON
GROUND FLOOR A/C AREA : 2,311 80. FT.
2ND FLOOR A/C AREA : 1088 So. FT.
TOTAL A/C AREA: 4,259 50. FT.
2 CAR GARAGE : 510 So. FT,
COVERED ENTRY; i06 SQ. FT.
REAR COVERED TERRACE : 532 SQ. FT,
TOTAL PROPOSED AREA :
5,408 SQ. FT.
�1
t1 fl
•••• ••• w r •rrrr ••♦ *•
r � • - r r rrr•• � p
••r •rr r r r ••rr • _
TRACK BRACKET OR
REGULAR ANGLZ go:
• • • * • • • :
2'x'?1"WbOD JA*i5 LJ7
3i4'0 HILTI KWIK
ANCHOR BOLTS * 12'
tT.0 `'I!J/ 4' �I'i>= +EDMEN i � • • • •
ffARAGE DOOR ! k Iwt WASHERS.
I�Ol r AI; WOOD f Re_?M, , • •
� • •rr•
•. CONCRETE W% 3 @0
STOP MOULDING ROOFING FELT PAPER
MA50NRY
GARAGE DOOR
JAMS DETAIL
NJ,S. A -2
AS PER F.B.C. 2010, THE GYPSUM WALLBOARD
SHALL 15E SUPPORTED AS ILLUSTRAED IN FIGURE
109.5.10 FOR FIRE RESISTANCE RATINGS OF THREE
(3) HOURS OR LESS.
ii
I�
II
_ - - - -- _.J L_-
1 LAYER = 5/8' OR 112'
NOTES:
1. STRUCTURAL STEEL COLUMN, EITHER WIDE FLANGE
OR TUBULAR SHAPES.
2.1 5/8 inch (41.3mm) DEEP STUDS FABRICATED FROM 0.0119 inch
(0.46mm) MINIMUM THICKNESS GALVANIZED STEEL WITH 1 5/16 -
OR 1 1116 - inch (33.6 OR 36.5mm) LEGS. THE LENGTH OF THE
STEEL STUDS SHALL BE 1/2 inch (12.1mm) LESS THAN THE HEIGHT
OF THE ASSEMBLY.
3. TYPE X GYPSUM WALLBOARD IN ACCORDANCE WITH ASTM
C36. FOR SINGLE LAYER APPLICATIONS THE WALLBOARD
SHALL BE APPLIED VERTICALLY WITH NO HORIZONTAL JOINTS.
FOR MULTIPLE LAYER APPLICATIONS, HORIZONTAL JOINTS ARE
PERMITTED AT A MINIMUM SPACING OF 8 FT. (2438mm)
PROVIDED THAT THE JOINTS IN SUCCESSIVE LAYERS ARE
STAGGERED AT LEAST 12 INCHES (305mm). THE TOTAL
REQUIRED THICKNESS OF WALLBOARD SHALL BE DETERMINED
ON THE BASIS OF THE SPECIFIED FIRE RESISTANCE RATING
AND THE WEIGHT -TO- HEATED- PERIMETER RATIO (W/D) OF THE
COLUMN.
4. GALVANIZED 0.0149 inch (0318mm) MINIMUM THICKNESS STEEL
CORNER BEADS WITH 11/2 -inch (38.Imm) LEGS ATTACHED TO THE
WALLBOARD WITH I inch (25.4mm) LONG, TYPE S SCREWS
SPACED 12 inches (305mm) ON CENTER.
5. No. IS SWG STEEL TIE WIRES SPACED 24 Inches (610mm) ON
CENTER.
6. SHEET METAL ANGLES WITH 2 -inch LEGS FABRICATED FROM
0.0209 inch (0.531mm) MINIMUM THICKNESS GALVANIZED STEEL
1. TYPE S SCREWS I inch (25.4mm) LONG SHALL BE USED FOR
ATTACHING THE FIRST LAYER OF WALLBOARD To THE STEEL
STUDS AND THE THIRD LAYER TO THE SHEET METAL ANGLES
AT 24 inches (610mm) ON CENTER. TYPE S SCREWS 13/4 inches
(44.5mm) LONG SHALL BE USED FOR ATTACHING THE SECOND
LAYER OF WALLBOARD TO THE STEEL STUDS AND THE FOURTH
LAYER TO THE SHEET METAL ANGLES AT 12 inches (305mm) ON
CENTER. TYPE S SCREWS 2 1/4 inches (51.2mm) LONG SHALL BE
USED FOR ATTACHING THE THIRD LAYER OF WALLBOARD TO
THE STEEL STUDS AT 12 inches (305mm) ON CENTER.
2 -ND 12 TEK SCREWS
TYP. EACH SIDE
5/8" GYP. BD.
25 GA. CHANNEL
SHAPED METAL
5/6' GYP. BD. STUDS
25 GA. CHANNEL SHAPED
METAL STUDS 16' O/C
WITH I FULL LENGTH
LAYER OF 5/8' GYP. BD.
APPLIED VERTICALLY TO
EACH SIDE
1 /4'#X 1 1/4' 25 GA. CHANNEL
PENETRATION SHAPED METAL
TAP CONS N lb' SCUDS
O.C. (TYP.)
2012 TEK SCREWS TYP.
EACH SIDE
TYPICAL PARTiTION
CONSTRUCTION DETAIL
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A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL, WN•`: • can ` sheet no.
APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS. = �
A -2 STRUCTURAL GLAZING WOOD TRUSSES DOORS ROOFING WINROW =� -A �. :
RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS GLASS W t �r >"
PRECAST SYSTEMS HANDRAILS RAILS FENCES '',• y� ; k:'►
STORM SHUTTERS STEEL JOISTS STORE FRONT AWNINGS , ••, . '. ° 2 of $
•,, . , r .
PULL PK CHAIN 4 DROP DOWN
GARAGE NOTES
LADDER) PROVIDE MAXIMUM
USABLE AREA AT ATTIC 4 MIN.
PROVIDE 5/8' TYPE -X GYP. BRD.
CEILING (ONE HOUR FIRE RATED)
30' AS F-E
a •2D0� i2
AS PER NOTE I BELOW. PROVIDE
CHICAGO BRICK
DRIVEWAY
ONE COAL vEN1 =1=R PLASTER
OVER C.B.S. WALL
qTHE
OPENABLE GARAGE DOORS 4
WINDOWS MEET THE MIN.
REQUIREMENT
OF 4% OF THE GARAGE FLOOR
AREA
3
FOR VENTILATION AS PER F.B.G.
1
PROVIDE SIGN TO READ :
0
I
'DANGER I DO NOT OPERATE
'
ENGINES WITH DOOR CLOSED
m
CARBON MONOXIDE EMMISION IS
ILETHAL'
DET. I/A
2
i
2' SLOPE DN
Ila
M
sa.
�_t05' 18
IE MCIP. CAS.
(2 4Xb0
m
IF MOD. CAS.
(2)24X60
Lam' ..105'
FIRE RATINGS DESCRIPTION :
1.- 1 X 3 FURRING 16" O.C. , ONE LAYER 5 8" TYPE X GYPSUM LATH, 5d
CEMENT - COATED OR RING SHANKED NAILS 6" O.C. PAPER TAPE EMBEDDED
-t IN CEMETENTiTIOUS COMPOUND OVER JOINTS, EXPOSED NAIL HEADS COVERED
WITH COMPOUND OVER JOINTS, EXPOSED NAIL HEADS COVERED WITH COMPOUND
AND PRODUCT APPROVED INSULATION OF FIBERGLASS OR MINERAL WOOL BAiTS,
OR BLOWN IN FIBERGLASS, MINERAL WOOL OR CELLULOSIC INSULATION HAVING
A MINIMUM INSULATION VALUE OF R -11.
SOIL STATEMENT :
u
Qm
I I
I
WE"
!9
c
0
SOIL AT THIS SITE IS SAND is ROCK ADEQUATE TO SUPPORT THE DESIGN LOAD
OF 2000 P.S.F. I HEREBY ATTEST THAT THE SITE HAS BEEN OBSERVED AND THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS
BASED ON. IF YOU HAVE ANY QUESTIONS REGARDING THIS MATTER, PLEASE
CONTACT THIS OFFICE.
TERMITE NOTE :
AS PER F.B.G. 2 010, A WEATHER - RESISTANT JOB -SITE POSTING
BOARD SHALL BE PROVIDED TO RECIEVE DUPLICATE TREATMENT
CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS
COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS
ISSUED t0 AND ANOTHER COPT` FOR THE 1UILDING PERMIT FILES. THE
TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED,
IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT,
SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT
CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A
VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL
CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL
EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL
BUILDING APPROVAL.
AS PER F.B.C. 2 010, A PERMANENT SIGN WHICH IDENTIFIES THE
TERMITE TREATMENT PROVIDOR AND NEED FOR REINSPEGTION AND
TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN
SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.
NOT
VERIFY ALL WINDOW 4 DOOR
ROUGH OPENINGS WITH WINDOW 4
DOOR MANUFACTURER.
ALL PRECAST ELEMENTS TO BE ATTACHED W/
1/4' DIA. TAPCONS W/ 1 1/2' PENETRATION INTO
CONIC. 0 6" O.G. EA. WAY, IF PRECAST MEMBER
IS LESS THAN OR EQUAL TO 6' IN WIDTH THAN
PROVIDE ONLY ONE ROW OF TAPCONS
STAGGERED TOP 4 BOTT.
NOTE
ALL EGRESS WINDOWS TO COMPLY W/ FBC:
AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE
WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR
OPENING OF NOT LESS THAN 20' WIDE X 24" HIGH AND 5.1 $0.
FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE
MORE THAN 44' OFF THE FLOOR. THE MODE OF OPERATION
MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL
KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED
CLEAR OPENING, AND NO PART OF THE OPERATION
MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE
FINISHED FLOOR
-NOTE :
EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT
CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET.
AS PER FBC
EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO
PERMIT THE PENING OF THE LOCKED DOOR FROM THE
OUTSIDE IN AN EMERGENCY. AS PER FBC
NOTE : ALL HALLWAY DOORS TO BE
NON - LOCKABLE (PRIMARY MEANS OF ',ESCAPE)
AREA CALCULATiON
GROUND FLOOR A/C AREA : 2,311 80. FT.
2ND FLOOR A/C AREA : 1088 So. FT.
TOTAL A/C AREA: 4,259 50. FT.
2 CAR GARAGE : 510 So. FT,
COVERED ENTRY; i06 SQ. FT.
REAR COVERED TERRACE : 532 SQ. FT,
TOTAL PROPOSED AREA :
5,408 SQ. FT.
�1
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TRACK BRACKET OR
REGULAR ANGLZ go:
• • • * • • • :
2'x'?1"WbOD JA*i5 LJ7
3i4'0 HILTI KWIK
ANCHOR BOLTS * 12'
tT.0 `'I!J/ 4' �I'i>= +EDMEN i � • • • •
ffARAGE DOOR ! k Iwt WASHERS.
I�Ol r AI; WOOD f Re_?M, , • •
� • •rr•
•. CONCRETE W% 3 @0
STOP MOULDING ROOFING FELT PAPER
MA50NRY
GARAGE DOOR
JAMS DETAIL
NJ,S. A -2
AS PER F.B.C. 2010, THE GYPSUM WALLBOARD
SHALL 15E SUPPORTED AS ILLUSTRAED IN FIGURE
109.5.10 FOR FIRE RESISTANCE RATINGS OF THREE
(3) HOURS OR LESS.
ii
I�
II
_ - - - -- _.J L_-
1 LAYER = 5/8' OR 112'
NOTES:
1. STRUCTURAL STEEL COLUMN, EITHER WIDE FLANGE
OR TUBULAR SHAPES.
2.1 5/8 inch (41.3mm) DEEP STUDS FABRICATED FROM 0.0119 inch
(0.46mm) MINIMUM THICKNESS GALVANIZED STEEL WITH 1 5/16 -
OR 1 1116 - inch (33.6 OR 36.5mm) LEGS. THE LENGTH OF THE
STEEL STUDS SHALL BE 1/2 inch (12.1mm) LESS THAN THE HEIGHT
OF THE ASSEMBLY.
3. TYPE X GYPSUM WALLBOARD IN ACCORDANCE WITH ASTM
C36. FOR SINGLE LAYER APPLICATIONS THE WALLBOARD
SHALL BE APPLIED VERTICALLY WITH NO HORIZONTAL JOINTS.
FOR MULTIPLE LAYER APPLICATIONS, HORIZONTAL JOINTS ARE
PERMITTED AT A MINIMUM SPACING OF 8 FT. (2438mm)
PROVIDED THAT THE JOINTS IN SUCCESSIVE LAYERS ARE
STAGGERED AT LEAST 12 INCHES (305mm). THE TOTAL
REQUIRED THICKNESS OF WALLBOARD SHALL BE DETERMINED
ON THE BASIS OF THE SPECIFIED FIRE RESISTANCE RATING
AND THE WEIGHT -TO- HEATED- PERIMETER RATIO (W/D) OF THE
COLUMN.
4. GALVANIZED 0.0149 inch (0318mm) MINIMUM THICKNESS STEEL
CORNER BEADS WITH 11/2 -inch (38.Imm) LEGS ATTACHED TO THE
WALLBOARD WITH I inch (25.4mm) LONG, TYPE S SCREWS
SPACED 12 inches (305mm) ON CENTER.
5. No. IS SWG STEEL TIE WIRES SPACED 24 Inches (610mm) ON
CENTER.
6. SHEET METAL ANGLES WITH 2 -inch LEGS FABRICATED FROM
0.0209 inch (0.531mm) MINIMUM THICKNESS GALVANIZED STEEL
1. TYPE S SCREWS I inch (25.4mm) LONG SHALL BE USED FOR
ATTACHING THE FIRST LAYER OF WALLBOARD To THE STEEL
STUDS AND THE THIRD LAYER TO THE SHEET METAL ANGLES
AT 24 inches (610mm) ON CENTER. TYPE S SCREWS 13/4 inches
(44.5mm) LONG SHALL BE USED FOR ATTACHING THE SECOND
LAYER OF WALLBOARD TO THE STEEL STUDS AND THE FOURTH
LAYER TO THE SHEET METAL ANGLES AT 12 inches (305mm) ON
CENTER. TYPE S SCREWS 2 1/4 inches (51.2mm) LONG SHALL BE
USED FOR ATTACHING THE THIRD LAYER OF WALLBOARD TO
THE STEEL STUDS AT 12 inches (305mm) ON CENTER.
2 -ND 12 TEK SCREWS
TYP. EACH SIDE
5/8" GYP. BD.
25 GA. CHANNEL
SHAPED METAL
5/6' GYP. BD. STUDS
25 GA. CHANNEL SHAPED
METAL STUDS 16' O/C
WITH I FULL LENGTH
LAYER OF 5/8' GYP. BD.
APPLIED VERTICALLY TO
EACH SIDE
1 /4'#X 1 1/4' 25 GA. CHANNEL
PENETRATION SHAPED METAL
TAP CONS N lb' SCUDS
O.C. (TYP.)
2012 TEK SCREWS TYP.
EACH SIDE
TYPICAL PARTiTION
CONSTRUCTION DETAIL
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A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL, WN•`: • can ` sheet no.
APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS. = �
A -2 STRUCTURAL GLAZING WOOD TRUSSES DOORS ROOFING WINROW =� -A �. :
RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS GLASS W t �r >"
PRECAST SYSTEMS HANDRAILS RAILS FENCES '',• y� ; k:'►
STORM SHUTTERS STEEL JOISTS STORE FRONT AWNINGS , ••, . '. ° 2 of $
•,, . , r .
Qm
I I
I
WE"
!9
c
0
SOIL AT THIS SITE IS SAND is ROCK ADEQUATE TO SUPPORT THE DESIGN LOAD
OF 2000 P.S.F. I HEREBY ATTEST THAT THE SITE HAS BEEN OBSERVED AND THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS
BASED ON. IF YOU HAVE ANY QUESTIONS REGARDING THIS MATTER, PLEASE
CONTACT THIS OFFICE.
TERMITE NOTE :
AS PER F.B.G. 2 010, A WEATHER - RESISTANT JOB -SITE POSTING
BOARD SHALL BE PROVIDED TO RECIEVE DUPLICATE TREATMENT
CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS
COMPLETED, PROVIDING A COPY FOR THE PERSON THE PERMIT IS
ISSUED t0 AND ANOTHER COPT` FOR THE 1UILDING PERMIT FILES. THE
TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED,
IDENTITY OF THE APPLICATOR, TIME AND DATE OF THE TREATMENT,
SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT
CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A
VERIFIABLE RECORD OF PROTECTIVE TREATMENT. IF THE SOIL
CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL
EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL
BUILDING APPROVAL.
AS PER F.B.C. 2 010, A PERMANENT SIGN WHICH IDENTIFIES THE
TERMITE TREATMENT PROVIDOR AND NEED FOR REINSPEGTION AND
TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN
SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.
NOT
VERIFY ALL WINDOW 4 DOOR
ROUGH OPENINGS WITH WINDOW 4
DOOR MANUFACTURER.
ALL PRECAST ELEMENTS TO BE ATTACHED W/
1/4' DIA. TAPCONS W/ 1 1/2' PENETRATION INTO
CONIC. 0 6" O.G. EA. WAY, IF PRECAST MEMBER
IS LESS THAN OR EQUAL TO 6' IN WIDTH THAN
PROVIDE ONLY ONE ROW OF TAPCONS
STAGGERED TOP 4 BOTT.
NOTE
ALL EGRESS WINDOWS TO COMPLY W/ FBC:
AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE
WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR
OPENING OF NOT LESS THAN 20' WIDE X 24" HIGH AND 5.1 $0.
FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE
MORE THAN 44' OFF THE FLOOR. THE MODE OF OPERATION
MUST NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL
KNOWLEDGE OR EFFORT TO MAKE AVAILABLE THE REQUIRED
CLEAR OPENING, AND NO PART OF THE OPERATION
MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE THE
FINISHED FLOOR
-NOTE :
EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT
CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET.
AS PER FBC
EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO
PERMIT THE PENING OF THE LOCKED DOOR FROM THE
OUTSIDE IN AN EMERGENCY. AS PER FBC
NOTE : ALL HALLWAY DOORS TO BE
NON - LOCKABLE (PRIMARY MEANS OF ',ESCAPE)
AREA CALCULATiON
GROUND FLOOR A/C AREA : 2,311 80. FT.
2ND FLOOR A/C AREA : 1088 So. FT.
TOTAL A/C AREA: 4,259 50. FT.
2 CAR GARAGE : 510 So. FT,
COVERED ENTRY; i06 SQ. FT.
REAR COVERED TERRACE : 532 SQ. FT,
TOTAL PROPOSED AREA :
5,408 SQ. FT.
�1
t1 fl
•••• ••• w r •rrrr ••♦ *•
r � • - r r rrr•• � p
••r •rr r r r ••rr • _
TRACK BRACKET OR
REGULAR ANGLZ go:
• • • * • • • :
2'x'?1"WbOD JA*i5 LJ7
3i4'0 HILTI KWIK
ANCHOR BOLTS * 12'
tT.0 `'I!J/ 4' �I'i>= +EDMEN i � • • • •
ffARAGE DOOR ! k Iwt WASHERS.
I�Ol r AI; WOOD f Re_?M, , • •
� • •rr•
•. CONCRETE W% 3 @0
STOP MOULDING ROOFING FELT PAPER
MA50NRY
GARAGE DOOR
JAMS DETAIL
NJ,S. A -2
AS PER F.B.C. 2010, THE GYPSUM WALLBOARD
SHALL 15E SUPPORTED AS ILLUSTRAED IN FIGURE
109.5.10 FOR FIRE RESISTANCE RATINGS OF THREE
(3) HOURS OR LESS.
ii
I�
II
_ - - - -- _.J L_-
1 LAYER = 5/8' OR 112'
NOTES:
1. STRUCTURAL STEEL COLUMN, EITHER WIDE FLANGE
OR TUBULAR SHAPES.
2.1 5/8 inch (41.3mm) DEEP STUDS FABRICATED FROM 0.0119 inch
(0.46mm) MINIMUM THICKNESS GALVANIZED STEEL WITH 1 5/16 -
OR 1 1116 - inch (33.6 OR 36.5mm) LEGS. THE LENGTH OF THE
STEEL STUDS SHALL BE 1/2 inch (12.1mm) LESS THAN THE HEIGHT
OF THE ASSEMBLY.
3. TYPE X GYPSUM WALLBOARD IN ACCORDANCE WITH ASTM
C36. FOR SINGLE LAYER APPLICATIONS THE WALLBOARD
SHALL BE APPLIED VERTICALLY WITH NO HORIZONTAL JOINTS.
FOR MULTIPLE LAYER APPLICATIONS, HORIZONTAL JOINTS ARE
PERMITTED AT A MINIMUM SPACING OF 8 FT. (2438mm)
PROVIDED THAT THE JOINTS IN SUCCESSIVE LAYERS ARE
STAGGERED AT LEAST 12 INCHES (305mm). THE TOTAL
REQUIRED THICKNESS OF WALLBOARD SHALL BE DETERMINED
ON THE BASIS OF THE SPECIFIED FIRE RESISTANCE RATING
AND THE WEIGHT -TO- HEATED- PERIMETER RATIO (W/D) OF THE
COLUMN.
4. GALVANIZED 0.0149 inch (0318mm) MINIMUM THICKNESS STEEL
CORNER BEADS WITH 11/2 -inch (38.Imm) LEGS ATTACHED TO THE
WALLBOARD WITH I inch (25.4mm) LONG, TYPE S SCREWS
SPACED 12 inches (305mm) ON CENTER.
5. No. IS SWG STEEL TIE WIRES SPACED 24 Inches (610mm) ON
CENTER.
6. SHEET METAL ANGLES WITH 2 -inch LEGS FABRICATED FROM
0.0209 inch (0.531mm) MINIMUM THICKNESS GALVANIZED STEEL
1. TYPE S SCREWS I inch (25.4mm) LONG SHALL BE USED FOR
ATTACHING THE FIRST LAYER OF WALLBOARD To THE STEEL
STUDS AND THE THIRD LAYER TO THE SHEET METAL ANGLES
AT 24 inches (610mm) ON CENTER. TYPE S SCREWS 13/4 inches
(44.5mm) LONG SHALL BE USED FOR ATTACHING THE SECOND
LAYER OF WALLBOARD TO THE STEEL STUDS AND THE FOURTH
LAYER TO THE SHEET METAL ANGLES AT 12 inches (305mm) ON
CENTER. TYPE S SCREWS 2 1/4 inches (51.2mm) LONG SHALL BE
USED FOR ATTACHING THE THIRD LAYER OF WALLBOARD TO
THE STEEL STUDS AT 12 inches (305mm) ON CENTER.
2 -ND 12 TEK SCREWS
TYP. EACH SIDE
5/8" GYP. BD.
25 GA. CHANNEL
SHAPED METAL
5/6' GYP. BD. STUDS
25 GA. CHANNEL SHAPED
METAL STUDS 16' O/C
WITH I FULL LENGTH
LAYER OF 5/8' GYP. BD.
APPLIED VERTICALLY TO
EACH SIDE
1 /4'#X 1 1/4' 25 GA. CHANNEL
PENETRATION SHAPED METAL
TAP CONS N lb' SCUDS
O.C. (TYP.)
2012 TEK SCREWS TYP.
EACH SIDE
TYPICAL PARTiTION
CONSTRUCTION DETAIL
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A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL, WN•`: • can ` sheet no.
APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS. = �
A -2 STRUCTURAL GLAZING WOOD TRUSSES DOORS ROOFING WINROW =� -A �. :
RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS GLASS W t �r >"
PRECAST SYSTEMS HANDRAILS RAILS FENCES '',• y� ; k:'►
STORM SHUTTERS STEEL JOISTS STORE FRONT AWNINGS , ••, . '. ° 2 of $
•,, . , r .
TOTAL PROPOSED AREA :
5,408 SQ. FT.
�1
t1 fl
•••• ••• w r •rrrr ••♦ *•
r � • - r r rrr•• � p
••r •rr r r r ••rr • _
TRACK BRACKET OR
REGULAR ANGLZ go:
• • • * • • • :
2'x'?1"WbOD JA*i5 LJ7
3i4'0 HILTI KWIK
ANCHOR BOLTS * 12'
tT.0 `'I!J/ 4' �I'i>= +EDMEN i � • • • •
ffARAGE DOOR ! k Iwt WASHERS.
I�Ol r AI; WOOD f Re_?M, , • •
� • •rr•
•. CONCRETE W% 3 @0
STOP MOULDING ROOFING FELT PAPER
MA50NRY
GARAGE DOOR
JAMS DETAIL
NJ,S. A -2
AS PER F.B.C. 2010, THE GYPSUM WALLBOARD
SHALL 15E SUPPORTED AS ILLUSTRAED IN FIGURE
109.5.10 FOR FIRE RESISTANCE RATINGS OF THREE
(3) HOURS OR LESS.
ii
I�
II
_ - - - -- _.J L_-
1 LAYER = 5/8' OR 112'
NOTES:
1. STRUCTURAL STEEL COLUMN, EITHER WIDE FLANGE
OR TUBULAR SHAPES.
2.1 5/8 inch (41.3mm) DEEP STUDS FABRICATED FROM 0.0119 inch
(0.46mm) MINIMUM THICKNESS GALVANIZED STEEL WITH 1 5/16 -
OR 1 1116 - inch (33.6 OR 36.5mm) LEGS. THE LENGTH OF THE
STEEL STUDS SHALL BE 1/2 inch (12.1mm) LESS THAN THE HEIGHT
OF THE ASSEMBLY.
3. TYPE X GYPSUM WALLBOARD IN ACCORDANCE WITH ASTM
C36. FOR SINGLE LAYER APPLICATIONS THE WALLBOARD
SHALL BE APPLIED VERTICALLY WITH NO HORIZONTAL JOINTS.
FOR MULTIPLE LAYER APPLICATIONS, HORIZONTAL JOINTS ARE
PERMITTED AT A MINIMUM SPACING OF 8 FT. (2438mm)
PROVIDED THAT THE JOINTS IN SUCCESSIVE LAYERS ARE
STAGGERED AT LEAST 12 INCHES (305mm). THE TOTAL
REQUIRED THICKNESS OF WALLBOARD SHALL BE DETERMINED
ON THE BASIS OF THE SPECIFIED FIRE RESISTANCE RATING
AND THE WEIGHT -TO- HEATED- PERIMETER RATIO (W/D) OF THE
COLUMN.
4. GALVANIZED 0.0149 inch (0318mm) MINIMUM THICKNESS STEEL
CORNER BEADS WITH 11/2 -inch (38.Imm) LEGS ATTACHED TO THE
WALLBOARD WITH I inch (25.4mm) LONG, TYPE S SCREWS
SPACED 12 inches (305mm) ON CENTER.
5. No. IS SWG STEEL TIE WIRES SPACED 24 Inches (610mm) ON
CENTER.
6. SHEET METAL ANGLES WITH 2 -inch LEGS FABRICATED FROM
0.0209 inch (0.531mm) MINIMUM THICKNESS GALVANIZED STEEL
1. TYPE S SCREWS I inch (25.4mm) LONG SHALL BE USED FOR
ATTACHING THE FIRST LAYER OF WALLBOARD To THE STEEL
STUDS AND THE THIRD LAYER TO THE SHEET METAL ANGLES
AT 24 inches (610mm) ON CENTER. TYPE S SCREWS 13/4 inches
(44.5mm) LONG SHALL BE USED FOR ATTACHING THE SECOND
LAYER OF WALLBOARD TO THE STEEL STUDS AND THE FOURTH
LAYER TO THE SHEET METAL ANGLES AT 12 inches (305mm) ON
CENTER. TYPE S SCREWS 2 1/4 inches (51.2mm) LONG SHALL BE
USED FOR ATTACHING THE THIRD LAYER OF WALLBOARD TO
THE STEEL STUDS AT 12 inches (305mm) ON CENTER.
2 -ND 12 TEK SCREWS
TYP. EACH SIDE
5/8" GYP. BD.
25 GA. CHANNEL
SHAPED METAL
5/6' GYP. BD. STUDS
25 GA. CHANNEL SHAPED
METAL STUDS 16' O/C
WITH I FULL LENGTH
LAYER OF 5/8' GYP. BD.
APPLIED VERTICALLY TO
EACH SIDE
1 /4'#X 1 1/4' 25 GA. CHANNEL
PENETRATION SHAPED METAL
TAP CONS N lb' SCUDS
O.C. (TYP.)
2012 TEK SCREWS TYP.
EACH SIDE
TYPICAL PARTiTION
CONSTRUCTION DETAIL
r � Z �a
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N
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b
w 'x (u
,, ►r ri , , b ro U P,
L
A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL, WN•`: • can ` sheet no.
APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS. = �
A -2 STRUCTURAL GLAZING WOOD TRUSSES DOORS ROOFING WINROW =� -A �. :
RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS GLASS W t �r >"
PRECAST SYSTEMS HANDRAILS RAILS FENCES '',• y� ; k:'►
STORM SHUTTERS STEEL JOISTS STORE FRONT AWNINGS , ••, . '. ° 2 of $
•,, . , r .
AS PER F.B.C. 2010, THE GYPSUM WALLBOARD
SHALL 15E SUPPORTED AS ILLUSTRAED IN FIGURE
109.5.10 FOR FIRE RESISTANCE RATINGS OF THREE
(3) HOURS OR LESS.
ii
I�
II
_ - - - -- _.J L_-
1 LAYER = 5/8' OR 112'
NOTES:
1. STRUCTURAL STEEL COLUMN, EITHER WIDE FLANGE
OR TUBULAR SHAPES.
2.1 5/8 inch (41.3mm) DEEP STUDS FABRICATED FROM 0.0119 inch
(0.46mm) MINIMUM THICKNESS GALVANIZED STEEL WITH 1 5/16 -
OR 1 1116 - inch (33.6 OR 36.5mm) LEGS. THE LENGTH OF THE
STEEL STUDS SHALL BE 1/2 inch (12.1mm) LESS THAN THE HEIGHT
OF THE ASSEMBLY.
3. TYPE X GYPSUM WALLBOARD IN ACCORDANCE WITH ASTM
C36. FOR SINGLE LAYER APPLICATIONS THE WALLBOARD
SHALL BE APPLIED VERTICALLY WITH NO HORIZONTAL JOINTS.
FOR MULTIPLE LAYER APPLICATIONS, HORIZONTAL JOINTS ARE
PERMITTED AT A MINIMUM SPACING OF 8 FT. (2438mm)
PROVIDED THAT THE JOINTS IN SUCCESSIVE LAYERS ARE
STAGGERED AT LEAST 12 INCHES (305mm). THE TOTAL
REQUIRED THICKNESS OF WALLBOARD SHALL BE DETERMINED
ON THE BASIS OF THE SPECIFIED FIRE RESISTANCE RATING
AND THE WEIGHT -TO- HEATED- PERIMETER RATIO (W/D) OF THE
COLUMN.
4. GALVANIZED 0.0149 inch (0318mm) MINIMUM THICKNESS STEEL
CORNER BEADS WITH 11/2 -inch (38.Imm) LEGS ATTACHED TO THE
WALLBOARD WITH I inch (25.4mm) LONG, TYPE S SCREWS
SPACED 12 inches (305mm) ON CENTER.
5. No. IS SWG STEEL TIE WIRES SPACED 24 Inches (610mm) ON
CENTER.
6. SHEET METAL ANGLES WITH 2 -inch LEGS FABRICATED FROM
0.0209 inch (0.531mm) MINIMUM THICKNESS GALVANIZED STEEL
1. TYPE S SCREWS I inch (25.4mm) LONG SHALL BE USED FOR
ATTACHING THE FIRST LAYER OF WALLBOARD To THE STEEL
STUDS AND THE THIRD LAYER TO THE SHEET METAL ANGLES
AT 24 inches (610mm) ON CENTER. TYPE S SCREWS 13/4 inches
(44.5mm) LONG SHALL BE USED FOR ATTACHING THE SECOND
LAYER OF WALLBOARD TO THE STEEL STUDS AND THE FOURTH
LAYER TO THE SHEET METAL ANGLES AT 12 inches (305mm) ON
CENTER. TYPE S SCREWS 2 1/4 inches (51.2mm) LONG SHALL BE
USED FOR ATTACHING THE THIRD LAYER OF WALLBOARD TO
THE STEEL STUDS AT 12 inches (305mm) ON CENTER.
2 -ND 12 TEK SCREWS
TYP. EACH SIDE
5/8" GYP. BD.
25 GA. CHANNEL
SHAPED METAL
5/6' GYP. BD. STUDS
25 GA. CHANNEL SHAPED
METAL STUDS 16' O/C
WITH I FULL LENGTH
LAYER OF 5/8' GYP. BD.
APPLIED VERTICALLY TO
EACH SIDE
1 /4'#X 1 1/4' 25 GA. CHANNEL
PENETRATION SHAPED METAL
TAP CONS N lb' SCUDS
O.C. (TYP.)
2012 TEK SCREWS TYP.
EACH SIDE
TYPICAL PARTiTION
CONSTRUCTION DETAIL
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A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL, WN•`: • can ` sheet no.
APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS. = �
A -2 STRUCTURAL GLAZING WOOD TRUSSES DOORS ROOFING WINROW =� -A �. :
RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS GLASS W t �r >"
PRECAST SYSTEMS HANDRAILS RAILS FENCES '',• y� ; k:'►
STORM SHUTTERS STEEL JOISTS STORE FRONT AWNINGS , ••, . '. ° 2 of $
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A SEPARATE PERMIT AND PRODUCT CONTROL APPROVAL, WN•`: • can ` sheet no.
APPLICABLE, IS REQUIRED FOR THE FOLLOWING ITEMS. = �
A -2 STRUCTURAL GLAZING WOOD TRUSSES DOORS ROOFING WINROW =� -A �. :
RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS GLASS W t �r >"
PRECAST SYSTEMS HANDRAILS RAILS FENCES '',• y� ; k:'►
STORM SHUTTERS STEEL JOISTS STORE FRONT AWNINGS , ••, . '. ° 2 of $
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