05-41(2)-006CEMENT TILE ROOF OVER 30# FELT
TIN- TA66ED 012" O.G. MAX. TO 5/8"
PLYWOOD SHEATHING OVER TRUSSES
® 24" O.G.
EACH TRUSS 15 STRAPPED
W/ "NUVUE" NVHTA SERIES
EACH END TYP.
CONTINUOUS METAL /
FLASHING
Ix4 WD. BLK. Fq
CONTINUOUS a tie
Ix8 WD. 4
FASCIA
SCREEN VENT Z:2'-o--
6x12 ® 4' -0" O.G. OVERHAN6
IN PLYWD. SOFFIT
TYPICAL
518" STUCCO FINISH —
8" CONCRETE BLOCK
W/ HORIZONTAL REINF.
EVERY OTHER COURSE
- #5 VERTICAL REBAR
FROM FT6. TO T.B. 18"
BEND, CONCRETE
FILLED CELL
2x6 WOOD. BLOGKIN6
BETWEEN TRUSSES (TYP)
I n1v
FINISH GRADE --------- II a a e
PTT--F
I
v
i. e•e
R -30 INSULATION
1/2" GYP. BD. CEILING
ON FURRING STRIPS
® 16" O.G.
Ix4 FIRE STOP
CONTINUOUS
8x12 CONDRETE TIE BEAM
W/2 #5 TOP 9 BOTTOM
#5 STIRRUPS ® 12" O.G.
R -5 INSULATION
i .v.B. EL. TO MAT.QH EXIST.
1/2" GYPSUM BOARD OVER
Ix5 FURRING STRIPS ® 16" O.G.
FIBEROUS EXPANSION MATERIAL
4" CONCRETE SLAB W/bxb
#10 /10 W.W.M. OVER VAPOR
BARRIER ON WELL COMPACTED
FILL
IIIIIIIII�II
CONCRETE FOOTING
SEE STRUCT. DW65.
BARREL TILE ROOF -T❑ MATCH HOUSE- OVER 30# FELT--
TIN- TAGGED @12' ❑.C. MAX. TO 5/8'
PLYWOOD SHEATHING OVER TRUSSES
@ 24' 0. C. EACH TRUSS IS STRAPPED
W/ ANCHOR STRAPS
EACH END TYP, SEE STRUT
26 GA .C❑NTINU ❑US META.
FLASHING —
1x4 PT WOO
FASCIA '
FINISH GRADE
18' MIN.
1101150
2' -0"
OVERHANG
FIN. FL.
EL. +0'-0" _
N.V.6.D. = +Ii.5a' FT. N6VD m ENTIRE HOUSE
V
V
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v
v
8" MIN +� \
STRUCTURAL SPECIFICATIONS
RE I NPORC I NC STEEL 60000 P51
CONCRETE 3000 PSI
SOUTHERN PINE #2 1250 PSI
GROUT 3000 PSI SLUMP 8" TO 1111
PRECAST STONE GAP —
XS GONG. GAP W /2- #5CONT.
i 8 BLOCK WALL #q CA LADDER TYPE HOR. REINP. ® 16" OG
W / - #5 a 32 " GG VERTICAL PROVIDE
30" OVERLAP
'TEXTURED STUCCO P I N I SH
TO MATCH MAIN HOUSE
18" M
\ \/� /'5OT. MIN. SOIL PRESSURE
2000 PSP
• b DOWELS ® 3b "CC
TYFIGAL LOW WALL AND COLUMN SECTION
SCALE= 3/4 " =1' -O"
TYF I C.AL NALL EC., I I ON DEN
5GALE = 5/4"=I'-O"
12
4 2x6 WOOD. BLOCKING
BETWEEN TRUSSES CTYP.>
/
PLYWOOD SHEATHING ATTACHED TO
E
BLOCKING TW/ S8cl NAILS @ 4' ❑C TYR
@R24AB❑C �OSEEVHF.DWGS.
8' -0' T ❑B
GONGRETE BEAM
8'x12'xl /4' STEEL
TOP PLATE W/4
ANCHOR HEADS 5/8 CDX PLYWOOD NAILED TO UNDERSIDE OF
TRUSSES -PR ❑VIDE #15 FELT W/ METAL K LATH
TO APPLY 7/8 STUCCO MIN.
STEEL COLUMN -SEE STRUCTURAL DWGS.
STEEL COLUMN- SHEATHED IN PRECAST CONC. COLUMNS TYP,
SECONDARY
CONCRETE POUR
4 11' I I . v'
:L::
11-111— II 1 I v e TrFICAL SEG I 1 0 1 ' C--;�AZE50
CONCRETE FTG,
SEE STRUCT DWGS
STUCCO ON METAL K LATH ON 30# FELT
ON
TRU
3" c
FOAM TRIM
TOP AND Bi
PRECAST GI
SCUPPERS
CEMENT TILE
TIN - TAGGED
PLYWOOD 51
® 24" O.G.
EACH TRUSS
W/ NUVUE A
EACH END T
CONTINUOUS
FLASHING
Ix WD. BLK.
CONTINUOUS
Ix8 WD.
FASCIA
SCREEN VE N
6x12 ® 4' -0'
IN PLYAD. 5
TYPICAL —
PREFAB AL
BRACKETS-
TYF I GAL NALL
SCALE= 3/4"=I'-Q"
Z
U
V
Ln
V
Z
V
2
d
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0
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a . .
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• a
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—J L_
PRECAST STONE GAP
I&XIb GONG. GAP W/3 - #5 @ CENTERLINE
EA. WAY
16 X I b BLOCK COLUMN
W /4 - #6 VERTICAL W/ #3 TIES a 12 GG
30" OVERLAP
TEXTURED STUCCO P I N I SH
TO MATCH MAIN HOUSE
5&X56X14 W/4 - #5 EA. WAY
BOT. MIN. SOIL PRESSURE
2000 PSP 4 - #6 DOWELS INTO EACH
COLUMN W/ 30" LAP
t 41
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07/21/04
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