11-629-011R SHALL BE NAILED TO
a@24"O.C.
P. BD. EACH SIDE
2" X 6" HORIZONTAL WOOD MEMBER
21/2' ITM DRYWALL FASTENED TO TWO STUDS MINIMUM
SCREWS #6 @ 16'b.C. W/ 1 1/4' ITM DRYWALL SCREWS
BY CABINET _ CONTRACTOR (2) EACH END OF STUD.
(- _-- __
STEEL STUDS @ 16" O.C. 1'X4" ,
R SHALL BE NAILED TO
►24"O.C.
YP.
SLAB TYP.
)"INTERIOR WALL DETAIL
A•9 % SCALE: N.T.S.
co 2
s SHOWER
A•9 SCALE: N.T.S.
WOOD TRUSS BEYOND
BATTS INSULATION
ADHERED TO 5/8" PLYWDr
SHTG.
1/2" CEMENTITIOUS BOARD
OVER 1" Z METAL FURRING
CHANNELS @ 24" O.C.
CER. TILE ON MTL.
LATH W/ LEVELING
COAT OF CEMENT
PLASTER
SEALANT
CERAMIC TILE
60 MIL MIN. REINF.
PLASTIC SHOWER PAN
MORTAR, SLOPE FROM 1" @
PERIMETER TO 0" @ DRAIN_
FLUSH MOUNT
3-5/8' METAL STUDS (20 GA.) @ 16' O.0
2" X W HORIZONTAL WOOD MEMBER
21/2" ITM DRYWALL FASTENED TO TWO STUDS MINIMUM
SCREWS #6 @ 16"o.C. W/ 1 1/4' ITM DRYWALL SCREWS
BY CABINET __ ________________ ___ (2) EACH END OF STUD.
CONTRACTOR i=-------------------- --
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KITCHEN/ BATHROOM
4 I T MOUNTING lL
A•9 SCALE: N.T.S.
1'X4"
20" REQUIRED
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5
uj
v
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WINDOW
EGRESS
FIN. FLOOR
;EGRESS Wlruu uETAIL
p'9 SCALE: N.T.S.
SPANISH "S" TILE ROOF OVER (1)
LAYER HOT MOPPED 90# FELT ON (1)
LAYER 30# FELT TIN -CAPPED @12"
O.C. VERT. & HORIZ.
PRE-ENGINEERED WOOD TRUSSES
@ 24"
GAgLV. MTL. DRIP 2"x2"FASTENED
N�ILS a� 6' O. NAILS RINGS SHANK
12
3
81-21,
1 x2 PT WD. ON 2"X6"
CEDAR FASCIA
2"x6" WD. FASCIA,FASTENED
TO TRUSS W/(2) 16d
COMMON NAILS.
MTL LATH AND STUCCO SOFFIT W/ —
6"x24" SCREENED VENTS AT 4'-0" O.C.
5/8" STUCCO (MIN. 2 COATS)
PROVIDE 9 GAUGE GALV. LADER TYPE
DUR-O-WALL @ EVERY OTHER COURSE
(16" O.C. VERTICALLY)
5/8" THICK 40/20 APA PLYWOOD SHEATING
CD. GRADE W/ EXTERIOR GLUE,
W/10d COMMON NAILS AT 4" OC.ALL SUPPORTS
TO MATCH EXISTING
PROVIDE STRAP ANCHOR BY USP AT EACH
TRUSS, SEE STRUCT. DWGS.
2"x4" BRACING ATTACHED TO TOP OF TRUSS
BOTTOM CHORD @ 6'4" C/C MAX. W/2 8d
COMMON NAILS. SEE STRUCT. DGWS.
lx2 PT. WD. ' \ R-19 INSULATION
FIRESTOP
1/2" DRYWALL CEILING ON
lx3 MTL. HI -HATS @ 24" O.C.
8"x12" CONC. T.BEAM
SEE STRUCTURAL DWGS.
8" CONCRETE BLOCK WALL
1"x2" PT. FIRESTOP MIDHGT. OR NOT
EXCEED 8' HEIGHT & 8' WIDTH.
1/2" GYPSUM WALLBOARD FASTENED
TO 1"x2" PT. FURRING STRIPS,-(- 24"
O.C. W/ TYP. DRYWALL SCREWS.
1"x2" PT. FURRING STRIPS ATTACHED TO BLOCK
WALL W/.099 CASE HARD NAILS 1 5/8" LONG.
)IN I
FINISH FLR.
;K CONCRETE SLAB W 6"x 6"
V.W.M. ON VAPOR BARRIER ON
COMPACTED TERMITE TREATED
FILL (SEE STRUCT. DWGS)
OOTING (SEE STRUCTURAL DGWS)
ATYPICAL WALL DETAIL.
A"9 % SCALE: 3/4" : 11.0"
11,611
18" X 18" CONCRETE
BASE. STUCCO AND
4' ALUMINUM PICKET PAINT TO MATCH EXIST.
2x4 WOOD FRAME RAILINGS
WOOD MOLDING. 4"
MAN. CORE DRILL HOLES &
PROVIDE HOLD SET IN HIGH STREGHTH
5/8" PLYWD. SHTG DOWN DEVICE _ ,—.__._ �wq_.___�r.__ GROUT OR ATTACH TO -
-' SLAB AS PER F.B.C.
r
5/8" GYPSUM BOARD ;0
MATCH 12" X 12" CONCRETE
4(TYP. ). REFER
E R
. ••• . • ;.
(1) LAYER OF 5/8"
MATCH CLG. FINISH I ' a. !' •
. ' CONCRETE FOUNDATION
_... _ COLUMN
G.W.B. ADHERED TO SEE STRUCTURAL DWGS
PLYWOOD SHEATHING W/P.V.C. TO STRUCTURAL DGWS.
"J" BEAD AT PERIMETER FOR REINFORCING.
A•9 % SCALE: N.T.S.
r2'�HAILING DETAIL
A�9 SCALE: N.T.S.
(—i COLUMN DETAIL_
p'9 SCALE: N.T.S.
ci fY OF
TRUG'rURAL y FMB,
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DRAWN
SL
CHECKED
JCS
DATE
3-30-09
SCALE
AS NOTED
JOB NO.
2008-15
SHEET INDEX
DETAILS
SHEET NUMBER
A=9_