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\_1141Z FIRE TED WALL W/
R -II INSUL. EE FIRE RATING
TOP 6 LOWEST DESCRIPTION THIS PAGE
20 I FIN. FLOOR (TYP. a GA ZAGE PARTITIONS) -
EL. - O' -9' DATUM Y &
0 I 22'x36'X4'i' PLYWD. ACCESS
2 CAR GARAGE PANEL (METAL CLADDED
0� 1 HR FIRE RATED W/ LIGHT
PULL DN. CHAIN 4 DROP DOWN
GARAGE NOTES: LADDER) PROVIDE MAXIMUM
USABLE AREA AT ATTIC 4 MIN.
PROVIDE 5/8' TYPE -X GYP. BRD. FsRT.2010
OF 30' As PER
CEILING (ONE HOUR FIRE RATED)
AS PER NOTE I BELOW. PROVIDE
ONE COAT VENEER PLASTER
OVER C$.S. WALL
IF
-� THE OPENABLE GARAGE DOORS 4
WINDOWS MEET THE MIN.
REQUIREMENT
OF 49a OF THE GARAGE FLOOR
OAREA
3 FOR VENTILATION AS PER F.B.C.
PROVIDE SiGN TO READ
0 I 'DANGER I DO NOT OPERATE
ENGINES WITH DOOR CLOSED
6' CARBON MONOXIDE EMMISION IS
LETHAL'
DET. 1/A 2 I 2' SLOPE DN
GROUND FLOOR PLAN
SCALE : I/4' I' -0'
N
MOD. S.H. MOD. S.H.
IE 8X60 IF 48X60
FIRE RATINGS DESCRIPTION
1.- 1 X 3 FURRING 16" O.C. , ONE LAYER 5/8- TYPE X GYPSUM LATH, 5d
9 CEMENT - COATED OR RING SHANKED NAILS 6" O.C. PAPER TAPE EMBEDDED
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 BATTS,
OR BLOWN IN FIBERGLASS, MINERAL WOOL OR CELLULOSIC INSULATION HAVING
A MINIMUM INSULATION VALUE OF R -11.
SOIL STATEMENT
e
SOIL AT THIS SITE IS SAND & 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 FB.G. 2010, 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 TO AND ANOTHER COPY FOR THE BUILDING 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.G. 2010, A PERMANENT SIGN WHICH IDENTIFIES THE
TERMITE TREATMENT PROVIDOR AND NEED FOR REINSPECTION AND
TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN
SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL.
e NOTEE
;� VERIFY ALL WINDOW 4 DOOR
ROUGH OPENINGS WITH WINDOW 4
DOOR MANUFACTURER
�I K1I
ALL PRECAST ELEMENTS TO BE ATTACHED W/
i/4' DIA. TAPCONS W/ 1 1/2' PENETRATION INTO
CONC. im 6' O.G. EA. WAY, iF PRECAST MEMBER
IS LESS THAN OR EQUAL TO 8' 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 SQ.
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
5 ;t NOTE : ALL HALLWAY DOORS TO BE
A —g NON — LOCKABLE (PRIMARY MEANS OF ESCAPE)
iA
AREA CALCULATiON
T11,
GROUND FLOOR A/C AREA: 2,311 80. FT.
2ND FLOOR A/C AREA : 1,888 SQ. FT.
— J
F
TOTAL A/C AREA
2 CAR GARAGE
COVERED ENTRY;
REAR COVERED TERRACE
TOTAL PROPOSED AREA:
8
o�
4,259 So. FT.
510 SQ. FT.
106 SQ, FT.
532 SQ, FT.
5,408 80. FT.
t
r 1 `
I GARAGE DOOR s 4 11/4' WASHERS. ISOLTAE WOOD FROM
0. CONCRETE W/ 300
SLOP MOULDING . ` ROOFING FELT PAPER v J z to
` C'3
MASONRY ,d
d
GARAGE DOOR � o C3
JAMS DETAIL 1 �—+E a
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AS PER F.B.G. 2010, THE GYPSUM WALLBOARD
SHALL BE SUPPORTED AS ILLUSTRAED IN FIGURE
7095.10 FOR FIRE RESISTANCE RATINGS OF THREE
(3) HOURS OR LESS.
1 LAYER = 5/8' OR 1/2'
NOTES:
1. STRUCTURAL STEEL COLUMN, EITHER WIDE FLANGE
OR TUBULAR SHAPES.
2.1 5/8 inch (413mm) DEEP STUDS FABRICATED FROM 0.0119 inch
(OAromm) MINIMUM THICKNESS GALVANIZED STEEL WITH 1 E06 -
OR 1 1116 - inch (33.6 OR 3&Bmm) 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 THAI 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 0.01413 inch (0318mm) MINIMUM THICKNESS STEEL
CORNER BEADS WITH 1 1/2 -inch (38.1mm) LEGS ATTACHED TO THE
WALLBOARD WITH 1 inch (25.4mm) LONG, TYPE S SCREWS
SPACED 12 inches (305mm) ON CENTER
5. No. 18 SWIG STEEL TIE WIRES SPACED 24 inches (610mm) ON
CENTER
6. SHEET METAL ANGLES WITH 2 -inch LEGS FABRICATED FROM
0.0209 inch (OB31mm) MINIMUM THICKNESS GALVANIZED STEEL
1. TYPE S SCREWS 1 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 1 3/4 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 (512mm) 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
±i <1;aip
SHAPED METAL
5/8' GYP. BD.
STUDS
25 GA. CHANNEL SHAPED
lu�
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APPLIED VERTICALLY TO
A SEPARATE
02
TRACK BRACKET OR
REGULAR ANGLE - - -
25 GA. CHANNEL
PENETRATION
m
c
O
STUDS s ,(�
O.G. (TYP.)
3U1LDiNG a
M
co
2'x8' WOO JAM° '1'/
3/0, HILT( KWiK -
EACH SIDE I MUCTURAL sE.
W
o
U a
w
ANCHCR BOLTS tp 12'
U
z
SIGNS
TYPICAL
,q
O.G. W/ i` `cME3EIJi'I> =Nt
HANDRAILS
RAILS
FENCES
x+ w
I GARAGE DOOR s 4 11/4' WASHERS. ISOLTAE WOOD FROM
0. CONCRETE W/ 300
SLOP MOULDING . ` ROOFING FELT PAPER v J z to
` C'3
MASONRY ,d
d
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JAMS DETAIL 1 �—+E a
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AS PER F.B.G. 2010, THE GYPSUM WALLBOARD
SHALL BE SUPPORTED AS ILLUSTRAED IN FIGURE
7095.10 FOR FIRE RESISTANCE RATINGS OF THREE
(3) HOURS OR LESS.
1 LAYER = 5/8' OR 1/2'
NOTES:
1. STRUCTURAL STEEL COLUMN, EITHER WIDE FLANGE
OR TUBULAR SHAPES.
2.1 5/8 inch (413mm) DEEP STUDS FABRICATED FROM 0.0119 inch
(OAromm) MINIMUM THICKNESS GALVANIZED STEEL WITH 1 E06 -
OR 1 1116 - inch (33.6 OR 3&Bmm) 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 THAI 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 0.01413 inch (0318mm) MINIMUM THICKNESS STEEL
CORNER BEADS WITH 1 1/2 -inch (38.1mm) LEGS ATTACHED TO THE
WALLBOARD WITH 1 inch (25.4mm) LONG, TYPE S SCREWS
SPACED 12 inches (305mm) ON CENTER
5. No. 18 SWIG STEEL TIE WIRES SPACED 24 inches (610mm) ON
CENTER
6. SHEET METAL ANGLES WITH 2 -inch LEGS FABRICATED FROM
0.0209 inch (OB31mm) MINIMUM THICKNESS GALVANIZED STEEL
1. TYPE S SCREWS 1 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 1 3/4 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 (512mm) 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
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