5864 SW 77 TERR_EB-05-054-015 CEMENT TILE ON HOT 0
MOPPED 90# SLATE ON TIN
�_� z W
CAPPED 30# FELT ON 5/ " co
'0
cc) CO –,
PLYWOOD SHEATING NAILED TO in
00 LO 0
12 TRUSSES W/ 8d NAILS @ 6" C/C LO Z*Z col
5 @ ALL SUPPORTS (TYPICAL
ALL ROOFS)
GALV. TRUSS ANCHOR BY "NU—VUE"
0 10
�,.,---- NVHTA10 W/ 6-10d NAILS TO SEAT
SEAT PLATE & (10)10d NAILS TO STRAP
PREFAB. WD TRUSSES @ 24' 8d NAILS @ 4" O.C.
O.C. (MANUF. TO SUBMIT SHOP GALV. METAL DRIP ON 1'x2" 20
D GS FOR ARCHITECT APPROVAL P.T. CONT. NAILER
TOE' OF TIE SEAM
a !i EL. + 21'°4" (T�' . SEE ELEV.)
FIBERGLASS A INSUL. (R-30) f r!
1/2" TYPE "X" GYP, WALL BRD. 2"x8" WD. FASCIA W/ 1 "x2„
CLG. ON 1 "x3" WD FURRING NAILER / 3-16d NAILS EACH TRUSS
2➢ 11
1 "x4" P.T. CONT. NAILER (TYF) O.H.
GALV, STL. SEAT & HURRICANE
ANCHOR AT EACH TRUSS
18" X 6" PLASTIC SCREEN VENT (CENTERED BETWEEN OUTRIGGERS) TO V2
a�
CONC. TIE BEAM (FOR SIZE & COMPLY W/ SECTION 2309.7 OF THE F.B.C.
REINF. SEE STRUCT. DWG"S)
1x6 TONGUE & GROVE 0
WOOD PLANKS cQ
co
CEMENT TILE ON HOT 3/4" CAVITY INSULATION (R-4.1) 3x8 DECORATIVE WOOD OUTRIGGERS @24"a,c.
MOPPED 90# SLATE ON TIN (TYP. @ ALL EXTERIOR WALLS) TO BE FASTENED W/ (2)-1/2 DIA, WOOD SCREWS
CAPPED 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 @ <4
ALL ROOFS)
GALV. TRUSS ANCHOR BY "NU–VUE" 1 "x4"' P.T. CONT. NAILER (TYP)
NVHTA10 W/ 6-1Od NAILS TO SEAT
4 SEAT PLATE & (10)104 NAILS TO STRAP ww
`~ O ,c 3/4"x6" BASEBOARD 4 -j
8d NAILS @ " O.C. (SEE FINISH SCHEDULE) ONMTIN CAPPED N 30 FELT ON 5/ " SLATE
TOP OF SECOND FL PLYWOOD SHEATHING ON 1 X6 T & G CLG.
GALV. METAL DRIP ON 1 "x2" FIN15H FLOOFR ON 3X8 EXPOSED WD. JOISTS @4"o.c.
P.T. CONT. NAILER `� / — NAILED W/ 8d NAILS @ 6" C/C @ ALL
TOP TIE ECM RECESS"$ L. + 12'-0" (TYF. L V..� SUPPORTS (TYPICAL @ ALL ROOFS)
fr _� CONC BEAM (FOR SIZE 8e GALV. TRUSS ANCHOR BY "NU—VUE'"
rr vA 1 (SEE L Vd CONC. SLAB REINF. SEE STRUCT. DWG"S}
FIBERGLASS BAIT INSUL. (R--30) NVHTA10 W/ 6-10d NAILS TO SEAT
2x8 WD. FASCIA W/ 1x2 (SEE STRUCTURAL PLANS) SEE TYP. CONNECTION DTL SEAT PLATE 8e (10)104 NAILS TO STRAP
1/2" TYPE '"X" GYP. WALL BRD. NAILER W/ —16d NAILS EACH TRUSS ON SHT. S-2
® :.: STUCCO FINISH ON TL. LATH OVER
CLG. ON 1'"x3"` WD FURRING 18" X 6"' PLASTIC SCREEN VENT �"' 1 2" CDX PLYWOOD BACKING BE
ii "+ 2'° q (CENTERED BETWEEN OUTRIGGERS) � > ���` 1 �} CH �c EVERY D. JOIST) (BETWEEN
1 x4 P.T. CONT. NAILER TO COMPLY W/ SECTION 2309.7 OF THE F.B.C.
s
1 "x4" P.T. CONT. FIRE STOP. 1/2" GYP, BD. ON METAL
FRAMING 8d NAILS @ 4" Q.G.
STANDARD HOOK
CONT. CONC. BEAM GALV. METAL DRIP ON 1 "x2"
(SEE STRUCTURAL DRAWINGS) 1x6 TONGUEc GROVE 1 "'x4'" P.T. CONT. P.T. CONT. NAILER
WOOD PLANKS FIRE STOP. 1 X6 TONGUE & GROVE LG..
3x8 DECORATIVE WOOD OUTRIGGERS @24"o.c. ��
TOP CAF TIE E.AM
TO BE FASTENED W/ (2)-1/2 DIA. WOOD SCREWS 3 X 8 WD. JOISTS EL.+ice'° 'a
INTO 1 "'x6'" T. & G. WD SOFFIT AND @ 2.4" C.C. ��ff
(DATUM. (TYP. SEE 04 cc
CONT. FIRE STOP. „ u ELEV.)
PREF, WOOD TRUSSES. W/ MIN. 3 EMBED. WD. NAILERS (TYP. BETWEEN LO
3/4" CAVI 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 CONC. BEAM(SEE NAILER W/ 3-164 NAILS EACH TRUSS LO
�° PROVIDE 9 GAUGE REINF. STRUCT. DWGS.
2'° q
5/8" GYP. BD. ON 1 ''x2" @ 16" C.C. (TRUSS TYPE)
3/4"" CAVITY INSULATION (R--4.1) (TYF) O.H.
WD FURRING @16" O.C. SMOOTH STUCCO FINISH (TYP. @ALL EXTERIOR WALLS)
AND/OR DECORATIVE i cn
1 "x4" P.T. CONT. NAILER (TYP) SIDING ON 8"i CMU WALL
(SEE ELEVATIONS FOR 10"X10" WOOD COL. COVER pq
BANDS, REVEALS, AND OVER STEEL COLUMN (SEE pq
3/4"x6" BASEBOARD PRECAST TRIM LOCATIONS) STRUCT. DWGS) TYP. @
(SEE FINISH SCHEDULE) VERANDA co cc
5 VERT. IN BLOCK CELLS
FILLED W/ 3000 PSI CONC. SMOOTH STUCCO FINISH
CONC® FLOOR SLAB (SEE ---- co
STRUCTURAL DRAWINGS) GROUT (BEYOND) AND/OR DECORATIVE I
TOP F FINISH FLOG
•° 4. 4 .p . — ��}} p� q p� SIDING O 8'" CMU WALL '' u'�
EL. ° 1G.✓}° q (d�a�¢T�1 1� F°�,{
O (SEE ELEVATIONS FOR
�' BANDS, REVEALS, AND co
FINISH AI2�E (�'AIES1 5/8" GYP. BD. ON Pet I"x2'" PRECAST TRIM LOCATIONS)
2 LAYERS OF 6 MIL. VISQUEEN W FURRING @16 O.C.
1"x4" P.T. CONT. NAILER (TYP)
CONT. CONC. FTG. `
(SEE STRUCTURAL DRAWINGS) COVEfREID
gi mA` PROVIDE CLEAN–OUTS AT ALL VERTICAL 42"H. RAILING TO REJECT
"' "' ALL RAILING SPHERE
LOCATION )
REINFORCING LOCATIONS 3/4 x6 BASEBOARD i
(SEE FINISH SCHEDULE) � pi
0
CONC. FLOORS (SEE
STRUCTURAL DRAWINGS TOE' OF FINISH FLOOfR
y- – ___
a a 1/5" SLOP FE FT. EL. ° '- " (DATUM.
TYPICAL ONE S T 0 RY WALL S EC T 10 N
2 LAYERS OF 6 MIL. VISQUEEN
I=1 I I I III--III III III — - ` m a
A - - I I ICI I ICI I ICI I I II I
SCALE /4" — 1 '—O" A-8 CONTINOUS CONC. FTG.
(SEE STRUCTURAL DRAWINGS) A CONC, FLOOR SLAB (SEE
III=III=
a A$ STRUCTURAL DRAWINGS) I I=1 I I=1I I-1I I FINISH GfRADE (vA IES)
— �III�III-
2 LAYERS OF 6 MIL. VISQUEEN '
cd
a° C0NC. FTG.
(SEE STRUCTURAL DRAWINGS) sheet no.
""TION
TYPICAL 2 STORY WALL SIS u B a
m
CA
SCALE 3/4" 1 ,–O!i A-8 , .s. A4.
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