13-1056-013rd
0
m
TYPICAL WINDOW
HEAD HEIGHT
NOTE:
PROVIDE 2x4 DRAFTSTOP (FIRESTOP) AT
MIDPOINT 4 TOP OF Al EXISTING WOOD
5TUD5 (IF REQUIRED) AND Ix4 DRAFTSTOP
(FIRESTOP) FURRING AT MASONRY/ CEILING
CONNECTIONS IN EXISTING AREAS
PROVIDE DRAFTSTOP (r- IRESTOP) AT MIDPOINT
� TOP OF ALL NEW STUDS, AND I x4
DRAFTSTOP (FIRESTOP) AT ALL MA50NRY TO
CEILING LOCATIONS
FLAT CEMENT TILE ROOF ON 90# SLATE / 30#
FELT (HOT MOPPED � TIN TAGGED) OVER Y/' CDX
PLYWOOD SHEATHING SECURED TO WOOD
TRU55E5 W/ I Od x 2' NAILS @ 4" O.C. AT EDGES
AND ALL SUPPORTING TRUSSES
WOOD ROOF TRU55E5 (BY OTHERS) -
SEE STRUCTURAL FOR CONNECTIONS
SEE STRUCTURAL DRAWINGS
FOR CONNECTIONS -,.
rld
TOP OF UPPER BEAM
EL = + 13' -0" ABOVE CONC. FLOOR SLAB
PAINTED ALUMINUM DRIP
ON I x 2 BLOCKING
2 x 8 FASCIA
WIRELATH � STUCCO SOFFIT
W/ 3" PVC CONTINUOUS VENT
RB- I - SEE STRUCTURAL DRAVA
STUCCO FINISH
si
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FLAT CEMENT TILE ROOF ON 90# SLATE / 30#
FELT (HOT MOPPED � TIN TAGGED) OVER l&" CDX
PLYWOOD SHEATHING SECURED TO WOOD
TRU55E5 W/ I Od x 2' NAILS @ 4' O.C. AT EDGES
AND ALL SUPPORTING TRUSSES
WOOD ROOF TRU55E5 (BY OTHERS) -
SEE STRUCTURAL FOR CONNECTIONS
SEE STRUCTURAL DRAWINGS
FOR CONNECTIONS
WIRE LATH 4 STUCCO ON V,, CDX
PLYWOOD SHEATHING W/ I Od NAILS
@G" O.C. ALONG EDGES AND ALL,f
SUPPORTING TRU55 BOTTOM j
CMORDS - SEE STRUCTURAL /
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Q 4 a d,
Q
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Q d
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Ipl�l�l�
SECTION DETAIL r3-5 5ECTI ON DETAIL 3
MITI l s
SCALE: 3/4" = 1' -0" A -0 SCALE: 3/4" = P -0" A -8
,3" TYPE tXl DRYWALL ON I
x 3 FURRING @ 24'0.C.
I x 4 FIRESTOP
%' DRYWALL ON I x 2 PT VERT.
FURRING @ I G' O.C. W/ %ff RIGID
INSULATION BETWEEN FURRING - R5
R13-3 - SEE STRUCTURAL
DRAWINGS
Ii
ii .i i
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FLAT CEMENT TILE ROOF ON 90# SLATE 130#
FELT (HOT MOPPED * TIN TAGGED) OVER %' CDX
PLYWOOD SHEATHING SECURED TO WOOD
TRU55E5 W/ 106 x 2" NAILS @ 4' O.C. AT EDGES
AND ALL SUPPORTING TRU55E5
•1441,91 •
�� i• j i1 i
SEE STRUCTURAL DRAWINGS
FOR CONNECTIONS i
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1•f '
a4 '
VA IE5 - SEE REFLE , ED CEI
Vb" TYPE `X' DRY72.4'0.C. ON I
x 3 FURRING @
I x 4 FIRESTOP _/X
V' DRYWALL ON I x 2 PT VERT.
FURRING @ I G" O.C. W/ 3/41 RIGID
INSULATION BETWEEN FURRING - R5
FIN15H FLOORING ON TYPICAL
UNDERLAYMENT - SEE ROOM
2` -O"
12
4
�z
WIRELATH * STUCCO SOFFIT
W/ 3' PVC CONTINUOUS VENT
TB - SEE STRUCTURAL DRAWINGS
STUCCO ON 8" CMU - SEE
STRUCTURAL DRAWINGS FOR WALL
REINFORCEMENT
--" EXP. JOINT
MATERIAL
I
TOP OF BEAM
PAINTED ALUMINUM DRIP _
ON I x 2 BLOCKING
2 x 8 FASCIA
TOP OF 5LA6
SCALE: 3/4" = P -0"
WOOD SILL
�' DRYWALL ON I x 2 PT VERT.
FURRING @ I G" Q.C. W/ 3/4" RIGID
INSULATION BETWEEN FURRING - R5
FINISH FLOORING ON TYPICAL
UNDERLAYMENT - SEE ROOM
FINISH SCHEDULA FOR MATERIAL
WOOD BASE
CONC SLAB � WALL
-SEE STRUCTURAL
<a
SCALE: 3/4" = 1' -0"
12:'x 12' x 2%" PRECAST CONCRETE
DRIVEWAY PAVERS ON 2" PERMEABLE
AGGREGATE SETTING BED OVER G"
CRUSHED ROCK SUB BASE
SECTION DETAIL,
SCALE: 3/4" = 1' -0"
{ I— III —I d I
" PRECAST CONCRETE
r%kl rwlktGFT
•
TOP OF UPPER BEAM
EL = + 13-0" ABOVE CONC. FLOOR SLAB
PAINTED ALUMINUM DRIP
ON I x 2 BLOCKING
2 x 8 FASCIA
WIRELATH t STUCCO SOFFIT
W/ 3' PVC CONTINUOUS VENT
RB -7 - SEE STRUCTURAL DRAWINGS
STUCCO MN15H
STUCCU ON 8' CMU
WALL - SEE
STRUCTURAL ----
17 AN — 7 AN .. 1 0 DDF/^ACT
SHOWER BENCH DETAIL
SCALE: 3/4" = 1' -0"
5"x 8" CONT. CONC CAP - SEE
STRUCTURAL FOR REINFORCING
STUCCO (SEE FLOOR PLAN FOR
LOCATION � DEPTH OF RAISED
STUCCO) ON 8" CMU a -SEE , cz
STRUCTURAL FOR REINFORCING ;} w .
< aU C 1 t k _ 3 o C", 10N
GRADE
WF -24 - SEE STRUCTURAL
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I I_I I ICI I I =1 f I f I-1 f I =I I I�f I �I I I_I
LOW WALL DETAIL
SCALE: 3/4" = 1' -0"