5864 SW 77 TERR_EB-05-054-026 e0
CD
CEMENT TILE ON HOT C) u 0
MOPPED 90# SLATE ON TIN
GAPPED 30# FELT ON 5/ " Z T__q
PLYWOOD SHEATING NAILED TO co CO
ko
12 TRUSSES W/ 8d NAILS @ 6" C/G CO LO
LO zj:Izz
5 @ ALL SUPPORTS (TYPICAL @
CSC �O ALL ROOFS)
1:4 0 U 0
GALV. TRUSS ANCHOR BY "NU-VUE"
--- NVHTA10 W/ -10d NAILS TO SEAT Q)
SEAT PLATE & (10)1 Od NAILS TO STRAP . .
PREFAB. WD TRUSSES @ 24' 8d NAILS @ 4" O.C.
co
O.C. ( ANUF. TO SUBMIT S OP '' GALV. METAL DRIP ON 1'x2"
D
cn u q
GS FOR ARCHITECT APPROVAL P.T. CONT. NAILER
TOF' OF TIE 5EAM
/t L. + 21'-4" (TYf='. SEE ELEV.)
FIBERG SS A INSUL. (R-30} a f f
1/2" TYPE "X" GYP. WALL BRD. 2"x8" WD. FASCIA W/ 1 "x2„
CLG. ON 1 x3" WD FURRING NAILER W/ 3-16d NAILS EACH TRUSS
21— 11
1 'x4" P.T. CONT. NAILER (TYF) O.H. c�
GALV. STL. SEAT & HURRICANE
ANCHOR AT EACH TRUSS
18" X 6" PLASTIC SCREEN VENT (CENTERED BETWEEN OUTRIGGERS) TO
CONC. TIE BEAM (FOR SIZE & COMPLY W/ SECTION 2309.7 OF THE F.B.C.
REINF. SEE STRUCT. DWGS)
1x6 TONGUE & GROVE
WOOD PLANKS
CQ
co
CEMENT TILE ON HOT '° 3x8 DECORATIVE WOOD OUTRIGGERS @24"o.c.
3/4 CAVITY INSULATION (R�-4-.1)
MOPPED 90# SLATE ON TIN (TYP. @ ALL EXTERIOR WALLS) TO BE FASTENED Wf (2)-1f2 DIA. WOOD SCREWS
GAPPED 30# FELT ON 5/8" (COUNTERSUNK) INTO
PLYWOOD SHEATHING ON 1X6 T & G 1/2" GYP. BD. ON 1"X3" 1 "x6" T. & G. WD SOFFIT AND
PREFAB. WD TRUSSES @ 24" CLG. ON 3X8 EXPOSED WD. JOISTS @4"o.c. WD FURRING @24" O.C. PREF. WOOD TRUSSES. W/ MIN. 3" EMBED.
O.C. (MANUF. TO SUBMIT SHOP NAILED W/ 8d NAILS @ 6" C/C (SEE ELEV. FOR LOCATION)
DWGS FOR ARCHITECT APPROVAL) @ ALL SUPPORTS (TYPICAL
ALL ROOFS)
1'x4" P.T. CONT. NAILER (TYP) cs)
GALV. TRUSS ANCHOR BY "NU-VUE"
1 NVHTAIO W/ 6-10d NAILS TO SEAT lu
4 SEAT PLATE & (10)10d NAILS TO STRAP ww w
Roo,, R /4"x6" BASEBOARD ` -1
tTC 8d NAILS @ 4" O.C. (SEE FINISH SCHEDULE) CEMENT GAPPEDN 3 HOT FELT QN >R SLATE
_t TOE OF SECOND FL. PLYWOOD SHEATHING ON 1 X6 T & G CLG. F4
GALV. METAL DRIP ON 1 "x2" ca FIN1 H FLOOR ON 3X8 EXPOSED WD. JOISTS @4"o.c.
nnnnnnnnnnnnnnnn P.T. CONT. NAILER ®- „
TOE TIC AM REC a' L. + 12"- � (T1'P. L V.) SUPPORTS (TYPICAL @ @LL ROOFS)
ALL
_T!/ --— CONC BEAM (FOR SIZE & GALV. TRUSS ANCHOR BY "NU-VUE"
q. I ( L V.) , VHTA10 6-10d NAILS TO S
FIBERGLASS B `iT INSUL. (R-30) � �� // GONG. SLAB � REINF. SEE STRUCT. DWGS)
f SEAT
2"x8" WD. FASCIA W/ 1 "x2" (SEE STRUCTURAL PLANS)- SEE TYP. CONNECTION DTL
1/2" TYPE "X" GYP. WALL BRD. NAILER W -16d NAILS EACH TRUSS ON SHT. S®2 SEAT PLATE & (10)104 NAILS TO STRAP
CLG. ON 1 x3" WD FURRING 18" X 6" PLASTIC SCREEN VENT 1 STUCCO FINISH ON MTL. LATH OVER
(CENTERED BETWEEN OUTRIGGERS) 1/2" CDX PLYWOOD BACKING (BETWEEN
1 "x4" P.T. CONT. NAILER 21-0R TO COMPLY W/ SECTION 2309.7 OF THE F.B.C. 4 EACH & EVERY WD. JOIST)
(T ) O. I.
1 "x4" P.T. CONT. FIRE STOP. �°
1/ " GYP. BD. ON METAL
STANDARD HOOK FRAMING 8d NAILS @ 4" O.C.
CONT. CONC. B M
GALV. METAL DRIP ON 1"x2"(SEE STRUCTURAL DRAWINGS) tj 1 x6 TONGUE & GROVE 1 "x4" P.T. CONT. P.T. CONT. NAILER
WOOD PLANKS FIRE STOP. 1X6 TONGUE & GROVE LG..
3x8 DECORATIVE WOOD OUTRIGGERS @24"o.c.
TOE' OF TIC ,411
TO BE FASTENED W/ (2)-1/2 DIA. WOOD SCREWS 3 X 8 WD. JOISTS EL. + 101-0'
INTO 1"x6" T. & G. WD SOFFIT AND @ 24" C.G. (DATUM) (TY" . SEE 124
GOVT. FIRE STOP, PREF. WOOD TRUSSES. W/ MIN. 3" EMBED. WD. AILERS (TYP. BETWEEN
ELEV.) Lo
3/4" CAVITY INSULATION (R®4.1} (SEE ELEVATIONS FOR LOCATION) EACH & EVERY WD. JOIST}
2"x8" WD. FASCIA W/ 1"x2„
(TYP. @ ALL EXTERIOR WALLS) CONT. FIRESTOP GONG, BEAM(SEE
NAILER W 3-164 NAILS EACH TRUSS LO
rq PROVIDE 9 GAUGE REINF. STRUCT. DWGS. 21-0u
5/8" GYP. BD. ON 1 "x2" @ 16" G.G. (TRUSS TYPE) /4" CAVITY INSULATION (R-4.1) (T�r ) O.N.
WD FURRING @16" O.G. . SMOOTH STUCCO FINISH (TYP. @ALL EXTERIOR WALLS)
AND/OR DECORATIVE rn
1 "x4" P.T. CONT. NAILER (TYP) SIDING ON 8" CMU WALL 10"X10°' WOOD COL. COVER pq
(SEE ELEVATIONS FOR
BANDS, REVEALS, AND
OVER STEEL COLUMN (SEE
3/4"x6" BASEBOARD PRECAST TRIM LOCATIONS) STRUCT. DWGS) TYP. @ E—
(SEE FINISH SCHEDULE) 5 VERT. IN BLOCK CELLS
VERANDA
CONC. FLOOR SLAB (SEE FILLED W/ 3000 PSI CONC. I
GROUT (BEYOND) SMOOTH STUCCO FINISH
STRUCTURAL DRAWINGS) I- AND/OR DECORATIVE
w TOP OF FINIS{ FLOG
a. ., — SIDING ON 8 CMU WALL ..
I °' A . I
a L. w O'-0" (DATUM) al°3
a C� (SEE ELEVATIONS FOR CO 0
—d BANDS, REVEALS, AND L CO
FINITE-I ADS (� ARI ) 5/8" GYP. BD. ON 1"x2" PRECAST TRIM LOCATIONS)
2 LAYERS OF 6 IL. VISQUEEN
WD FURRING @16" O.C.
1"x4" P.T. CONT. NAILER (TYP)
CONT. GONG. FTG.
(SEE STRUCTURAL DRAWINGS) . ° W 42"H. RAILING TO REJECT
PROVIDE CLEAN—OUTS AT ALL VERTICAL
REINFORCING LOCATIONS 3/4"x6" BASEBOARD A 4" SPHERE (TYP. @
(SEE FINISH SCHEDULE) ALL RAILING LOCATIONS) rl
0
CONC. FLOOR SLAB (SEE
STRUCTURAL DRAWINGS) l TOE OF FINISH FLOOR
I11 1l " SLOPE PER FT. L. °« (DATUM)
ID a a a -
=11I 111=111=1 -1I1=1II, d: a
4 4'
y(1 • •a 4
e VI ,� e a ,y a '.a G• m
--sAl
TYPICAL ONE STORY WALL SECTION 2 LAYERS OF 6 MIL. VISQUEEN 1-1 I—� I—) C 1E 11-1 11=111 _
A � � ,III-1
; a . p
SCALE w 3/4" — 1 '-0" A-8 CONTINOUS LONG. FTC. a VIII-III- `�'
— (SEE STRUCTURAL DRAWINGS) CONC. FLOOR SLAB (SEE
44 STRUCTURAL DRAWINGS) I I=1 I (=1 ( (=1 I I FINISH (V,4 I )
I1177-111®
2 LAYERS OF 6 MIL. VISQUEEN
cd•° a a
a
°g CONC. FTG.
• a a
4 , ® (SEE STRUCTURAL DRAWINGS)
L .
sheet no.
a a
s
TYPICAL 2 STORY WALL ;E3 E" C'T 1
SCALE . 3/'4" — 1 ' - O"
A-8 74
-1 of
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