13-792-017HEATILATOR
BACKER ROD do SILICON CAULK
"U" BLOCK BEAM r;
(SEE STRUCTURAL DRAWINGS)
PROVIDE GALV. METAL FLASHING
AROUND CHIMNEY AS REQUIRED)
FLAT CEMENT TILE ON HOT
MOPPED 90# SLATE ON TIN
CAPPED 30# FELT ON 5/8"
PLYWOOD SHEATING NAILED TO
TRUSSES W/ 8d NAILS O 4" C/C
0 ALL SUPPORTS (TYPICAL O
ALL ROOFS) ROOF
CRICKET
PREFAB. WD TRUSSES O 24"
O.C. (MANUF. TO SUBMIT SHOP
DWGS FOR ARCHITECT APPROVAL)
FIBERGLASS BATT INSUL. (R -30) --/
1/2" GYP. BIRD.
CLG. ON 1 'x3" WD FURRING
1 "x4" P.T. CONT. NAILER
1" X 4" P.T. CONT. NAILER (TYP.)
3/4" X 6 BASEBOARD
CONC. SLAB
(SEE STRUCTURAL PLANS)
�+ 4' + +
• .... 4
i
1/2" GYP BIRD. CLG.
ON 1" X 3" WD.
FURRING -O 16" O.C.
(1 HR. FIRE RATED)
1" X 2" P.T. CONT.
NAILER
METAL FLUE FOR
FIREPLACE (OFFSET AS
NESSESARY TO CLEAR
FIREPLACE ON 2nd. FLR.
CAD SITTING AREA) (SEE
FLOOR PLAN)
P.T. CONT. FIRESTOP
PRECAST MANTLE (TO BE
SELECTED BY GENERAL
CONTRACTOR)
8" X 24" CONC. BM. W/ 2 #5
TOP do BOTT., #3 TIES INTER. k
0 12" O.C., 2 #5 V -6" X
1' -6" BENT CORNERS (TYP.)
BOTT. OF BEAM TO BE
—4" STUCCO BAND
TOP OF TIE BEAM
EL. + 27'- -2 "(DATUM)
AS PER F.B.C. 2010 R1003.9,
CHIMNEYS SHALL EXTEND AT LEAST
2 FEET (610mm) HIGHER THAN
ANY PORTION OF A BUILDING
WITHIN 10 FEET (3048 mm), BUT
SHALL NOT BE LESS THAN 3 FEET
(914 mm) ABOVE THE HIGHEST
POINT WHERE THE CHIMNEY PASSES
THROUGH THE ROOF.
TOP OF TIE BEAM
EL. + 20' -10" (DATUM)
AS PER P.B.C. R4409.12, FIRESTOPPING SHALL BE
INSTALLED IN WOOD PR4ME CONSTRUCTION IN THE
LOCATIONS SPECIFIED IN SECTIONS R440111.2.1
THROUGH R4409.- 2.6.
R4405.12.1 IN CONCEALED SPACES OF STUD
WALLS AND PARTITIONS INCLUDING FURRED
SPACES At CEILING AND FLOOR LEYI =LS TO
LIMIT THE MAXIMUM DIMENSION OF ANY
CONCEALED SPACE TO 8 FEET (243Bmm)-
R4405.12.2 AT ALL INTERCONNECTIONS
BETWEEN CONCEALED VERTICAL AND
HORIZONTAL SPACES SUCH AS OCCUR AT
SOFFITS, DROP CEILINGS, COVE CEILINGS AND
SIMILAR FEATURES.
R440e.1.23 IN CONCEALED SPACES BETWEEN
STAIR STRINGERS AT LEAST ONCE IN THE
MIDDLE OF EACH RUN, AT THE TOP AND
BOTTOM, AND BETWEEN STUDS ALONG AND IN
LINE WITH ADJACENT RUN OF STAIRS OF THE
RUN.
R440S.1.2.4 AT OPENINGS AROUND VENTS,
PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT
CEILING AND FLOOR LEVELS WITH APPROVED
NONCOMBUSTIBLE MATERIALS, EXCEPT IN THE
CASE OF AM 'n E METAL CHIMN
8d NAILS 0 4" O.C. NSTALLATION. V D E`r
PREFAB. WD TRUSSES 0 24 R440'3.1.2.5 IN CONCEALED SPACES CREATED
O.C. (MANUF. TO SUBMIT SHOP GALV. METAL DRIP ON 1" X 2" BY AN ASSEMBLY OF FLOOR JOISTS,
DINGS FOR ARCHITECT APPROVAL)
P.T. CONT. NAILER FIRIESTOPPING SHALL BE PROVIDED FOR THE
FIBERGLASS BATT INSUL.
(R -30)
1/2" GYP. BRD.
CLG. ON 1 "x3" WD FURRING
"U" BLOCK BEAM
(SEE STRUCTURAL DRAWINGS) 1"x*" P.T. CONT. NAILER
GALV. STL. SEAT do HURRICANE
ANCHOR AT EACH TRUSS
"U" BLOCK BEAM
(SEE STRUCTURAL DRAWINGS)
TOP OF 2ND FL. 3/4" CAVITY INSULATION (R-4.1)
IF EL. ♦ 1 1' -6" (TYP. 0 ALL EXTERIOR WALLS)
CONT. FIRESTOP
1/2" GYP. BRD. ON 1" X 2"
WD. FURRING 0 16' O.C.
1" X 4" P.T. CONT.
TEXTURED STUCCO NAILER (TYP.)
FINISH ON 8" CMU WALL 3/4" X 6" BASEDOARD
(SEE ELEVATIONS FOR (SEE FINISH SCHEDULE)
BANDS, REVEALS, AND
PRECAST TRIM LOCATIONS)
_ffiL CONC, SLAB
(SEE STRUCTURAL TLANS)
L7 ,+ . �. 4
METAL FLUE FOR FIREPLACE CONCR)TE SLAB °.
20 GA. 4' 'C"
STUDS a 4' -0' �---
(2)- CONCRETE SCREWS
• 24' O.G.
11
COORD. W/ FIREPLACE
EQUIPTMENT
U.L. LISTED PREFAB WOOD
BURNING FIREPLACE
BY SUPERIOR FIREPLACE
COMPANY MODEL #BR -42
FIREBRICK FINISH (TYP.)
PRECAST MOULDING
I IT
X X� X
'
dJ _x
X X .
+
.r , . .
A ; ... .
6 MIL. VISQUEEN
CONC MONOLITHIC FTG
18 GA. RUNNER
EACH 'C' STUD \ /
\ 1/2" TYPE GYP. 3RD.
CLG. ON 1" X 3" WD.
CEILING ATTACHMENT D TA 1 L FURRING 0 16" O.C.
AT PIfRST PL00fR (1 HR. FIRE RAID)
NOTr
ALL WOOD IN CONTACT WITH CONCRETE
OR CMU TO BE PRESSURE- TREATED
AS PER F.B.G. 2304.11
w
Lu
W
O
Q p-
ca
� I
TOP OF FINISH FLOOR J�
EL. + 0' -0 "(DATUM) �Z
FINISH GRADE (VARIES
A (SEE STRUCTURAL DRAWINGS)
FIREPLACE SECTION 3
SCALE : 3/4" = 1' -0" �-8
* NOTES:
1. PRE— FABRICATED CHIMNEYS MUST BE LISTED, TESTED AND MUST MEET
THE REQUIREMENTS OF UL 127 AS PER FBC 2007.
2. PRE— FABRICATED FIREPLACES MUST BE LISTED, TESTED AND MUST MEET
THE REQUIREMENTS OF UL 127 AS PER FBC 2007.
1 " X 2" P.T. C) NT.
N&ER
P.T. CONT. FIRESTOP
3/4" CAVITY INSULATION (R -4.1)
(TYP. A ALL EXTERIOR W4LLS)
1/2" GYP. BIRD. ON 1" X 2' Rl
WD. FURRING 0 24' O.C.
1 " X 4" P.T. CONT. NAILER (TYP.)
3/4" X 6" WD. BASEBOARD
(SEE ,FINISH SCHEDULE}
CONIC. FLOOR SLAB (SEE' STRUCT
DRAWI N
SLAB TOP REINF. AS INDCATED ON
FOUNDATION PLAN (SHT. S -1)
+x - .A
V -6" LAP SPLICE ,
6 MIL. VISQUEEN • 4
X
CONC. MONOLITHIC FTG.
(SEE STRUCTURAL DR01NGS)
TYP A 2 Y WALL
FULL DEPTH OF THE JOISTS AT THE ENDS AND
OVER THE SUPPORT.
TOP OF TIE BM. R440c3.1.2.6 AROUND THE TOP, BOTTOM AND
EL. + 20' -10" SIDES OP DOOR POCKETS,
2 X 6 WD. FASCIA W/
1 X 2 P.T. NAILER
2'- '
O. 3" CONT. PLASTIC SCREEN VENT TO NOT
COMPLY W/ SECTION OF THE F.B.C. 4409.13.3.2. SCREEN
OPENING NOT TO EXCEED i" AS ALL INSULATION MATERIAL TO HAVE A FLAME
PER F.B.C. 4409.13.3.2.3 SPREAD INDEX OF NOT MORE THAN 25 AND A
SMOKE DEVELOPED INDEX OF NOT MORE THAN
450 AS PER F.B.C. 8316.1
TWO COATS OF STUCCO ON METAL
LATH ON 1/2- EXT. GRADE PLYWOOD
3x8 DECORATIVE WOOD OUTRIGGERS
O 30 "o.c. TO BE FASTENED
W/ (2) 1" DIA. WOOD SCREWS
(COUNTERSUNK) INTO PREFAB WOOD
TRUSSES W/ MIN. 3 "EMBED.
(PROVIDE BLOCKING WHERE NEEDED)
14" STUCCO BAND
W 12
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FLAT CEMENT TILE ON HOT
MOPPED 90# SLATE ON TIN
CAPPED 30# FELT ON 5/8"
PLYWOOD SHEATING NAILED TO
TRUSSES W/ 8d NAILS 0 4" C/C
& ALL SUPPORTS (TYPICAL 0
ALL ROOFS)
o I c�L RO 14
cD 8d NAILS CAD 4" O.C. a
O
PREFAB. WD TRUSSES m "
TOP OF FINISH FLOOR GALV. METAL DRIP ON 1 X 2
O.C. (MANUF. TO SUBMIT SHOP f�
EL. + 11' -6" DWGS FOR ARCHITECT APPROVAL) P.T. CONT. NAILER
PROVIDE 3/4" RECESS IN TOP OF TIE BM.
SLAB ,; O
FIBERGLASS BATT INSUL. (R -30) EL. + 10 —6
2 X 6 WD. FASCIA W/ 1 X 2 P.T. W
"U" BLOCK BEAM NAILER pi
(SEE STRUCTURAL DRAWINGS) 1/2" GYP. BIRD. ul
i/]
CLG. ON 1"x3" WD FURRING 3" CONT. PLASTIC SCREEN VENT TO
2 _ COMPLY W/ SECTION OF THE F.B.C. • • x
" 440�J.13.3.2. SCREEN E'
TEXTURED STUCCO FINISH 1x4 P.T. CONT. NAILER p� ON 8" CMU WALL (SEE OPENING NOT TO EXCEED i" AS O co
ELEVATIONS FOR BANDS, PER F.B.C. 4409.13.3.2.3 �+
REVEALS, AND PRECAST GALV. STL. SEAT is HURRICANE
TRIM LOCATIONS) ANCHOR AT EACH TRUSS TWO COATS OF STUCCO ON METAL LATH U
ON 1/2" EXT. GRADE PLYWOOD W uj
PROVIDE .8 GALV. HORIZ. "U" BLOCK BEAM 3x8 DECORATIVE WOOD OUTRIGGERS A C\2
LADDER TYPE JOINT REINF. (SEE STRUCTURAL DRAWINGS) tIA 30 o.c. TO BE FASTENED C)
O 16" O.C. W/ (2) J" DIA. WOOD SCREWS a LO
(COUNTERSUNK) INTO PREFAB WOOD
TRUSSES W/ MIN. 3-EMBED.
(PROVIDE BLOCKING WHERE NEEDED)
P.T. CONT. FIRESTOP
14" STUCCO BAND
PROVIDE NO. 8 GALV. LADDER TYPE PROVIDE NO. 8 GALV. LADDER TYPE
HORIZONTAL REINFORCEMENT EVERY 3/4" CAVITY INSULATION (R -4.1) �� HORIZONTAL REINFORCEMENT EVERY
OTHER COURSE, OTHER COURSE.
(TYP. O ALL EXTERIOR WALLS)
NOTE TEXTURED STUCCO
1/2" GYP. BRD. ON 1 " X 2" P.T. FINISH ON 8" CMU WALL
ALL WOOD IN CONTACT WITH CONCRETE WD. FURRING 0 24" O.C. (SEE ELEVATIONS FOR
OR CMU TO 5r= PRESSURE - TREATED ( I I
A5 PER F.B.C. 2304.11 BANDS, REVEALS, AND p I I I
U 1" X 4" P.T. CONT. NAILER (TYP.) w PRECAST TRIM LOCATIONS)
U- u # 5 VERT. IN BLOCK CELLS FILLED J 5 VERT. IN BLOCK CELLS FILLED
p W/ 3000 PSI CONC. GROUT 3/4" X 6" WD. BASEBOARD #
CAD 48" O.C. (BEYOND) (SEE FINISH SCHEDULE) O W/ 3000 PSI CONC. GROUT m
PROVIDE CLEAN -OUTS AT ALL VERTICAL CONC. FLOOR SLAB (SEE STRUCT. PROVIDE CLEAN -OUTS AT ALL VERTICAL \
S �
REINFORCING LOCATIONS. REINFORCING LOCATIONS. p
SLAB TOP REINF. AS INDICATED ON m •r-+
.r FOUNDATION PLAN (SHT. S-1)--\ * TOP OF FINISH FLOOR
TOP OF FINISH FLOOR •�
,� X , — cu
N
EL. + 0'- 0 Z 4 EL. + 0' -0"
Xb
V -8" LAP SPLICE
FINISH GRADE (VARIES) Z �' FINISH GRADE (VARIES)
6 MIL. VISQUEEN c!J —
X � N
,\—PROVIDE 3/4" RECESS IN SLAB CONC. MONOLITHIC FTG. PROVIDE 3/4" RECESS IN SLAB \ G
(SEE STRUCTURAL DRAWINGS) .d
Ai b�
SECTION L 0 LL SECTION
5 &4 -d o
A -8 'v .r" "d U a
A -8 SCALE 3/4" 1' -0"
A SEPARATE PERMIT AND PRODUCT CONTROL APP ';' "� EN sheet no.
APPLICABLE, IS REQUIRED FOR THE FOLLOWING I �,•••'
STRUCTURAL GLAZING WOOD TRUSSES DOORS ROO IN ,••�`V�IINbO�V��'•,
RIDGE VENTILATION CURTAIN WALLS MULLIONS SIGNS' :;� GLASS .W
PRECAST SYSTEMS HANDRAILS RAILS FENCES"
STORM SHUTTERS STEEL JOISTS STORE FRONT AWNING F`i° ���• $ of $
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