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STUCCO - SEE SECTION E /A10
2 LAYERS 3/8" EXT. GRADE
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PLYWOOD, BENT TO RADIUS
SLOPE
1 /2 /FT.
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EL. +22' -0"
TOP OF ARCH
W U Z
+ +
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2x6 SOLID
+
WOOD BLOCKING
STUCCO
+ +
2x6 JOISTS ® 24" O.C.
+
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3/4" EXTERIOR GRADE
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PLYWOOD, CUT TO RADIUS
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ARCH VENT
2x6 BRACES ® 48" O.C.
W /(3) 16d EA. END
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20
(3)A35 ® 24" O.C. AT EACH
AD2
7
A6
STUD. ANCHOR TO MAIN
WALL STUDS
+
3 +
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+
A6
„
EL. +17-6"
+
TOP OF LADDER
TOP OF PARAPET
TOP OF PARAPET
& PARAPET
2x6 ® 48" O.C. W/
(3) 16d EA. END
+ +
=
2x6 TRUSS PARAPET
A35 EACH BLOCK
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W /(3) 16d EA. END
1 O ® 16 O.C.
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2x SOLID BLOCKING
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ROOFING OVER 5/8 EXTERIOR
11
LADDER UPRIGHTS
5/8" EXTERIOR
GRADE CDX PLYWOOD
A6
BAR 4 "x3/8" SPACED
2' -O" APART
PLYWOOD DECKING
13
AD1
_
J
R FOIL FACED
EL. +14' -0"
-30
BOTTOM OF
BATT INSULATION
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LW
PARAPET
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10d A 6 O.C.
m
OPENING
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OU
=
0
2x6 SOLID BLOCKING
5/8" EXTERIOR
PLYWOOD DECKING
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EL. +12' -6"
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BOTTOM OF SOFFIT
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INSULATION NOT
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SHOWN FOR CLARITY SEE VESTIBULE
2x6 FLAT BLOCKING
LADDER BRACKETS:
2x6 SOLID BLOCKING
OPTION. DRAWING
BENT BAR 4 "x 3/8"
A35 EA TRUSS
01A AND 01B
SHEAR PANEL
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x 1' -0 ", WELD
EDGE NAIL (TYP.)
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=
TO UPRIGHTS
(2) 2x6 TOP PLATES
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°
EL. +10' -4 1/2
EL. +10' -4 1/2-
TRUSS BRG. HT.
TRUSS BRG. HT.
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0
2x6 CRIPPLE STUDS
® 16" O.C.
(2) 2x6 CONTINUOUS
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R19 FOIL FACED
TOP PLATES
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GATT INSULATION
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EL. +8' -10"
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CEILING HEIGHT
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Ah EL. +8' -4"
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OFFICE CLG. HEIGHT
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EMPLOYEE CEILING HEIGHT
HEADER
KITCHEN CEILING HEIGHT
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W
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®
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SUSPENDED CEILING
SUSPENDED CEILING
P CEILING
SUSPENDED CE
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SHEAR PANEL, E.N. TYP.
2x6 WD. BLK'G ® CLG. (TYP.)
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TYP. WALL CONSTRUCTION:
°
1" DIA. RUNGS AT
5
7 8" STUCCO OVER 3.4
/
1' -0" O.C.
AD2
SELF - FURRING METAL LATH,
SEE SECTION "E " FOR ALL
PROVIDE 2x4 WD STUDS 0 16' O.C.
SIM.
2 LAYERS 60 MINUTE GRADE
D PAPER, 5/8" EXT. GRADE
WALL CONSTRUCTION NOTES
FOR FUTURE DRIVE -THRU WDW
CDX PLYWOOD & 2x6 WOOD
LOCATION
STUDS ® 16" O.C. - SEE
PLAN AND SHEAR WALL
2
SCHEDULE FOR NAILING
AD1
F.R.P. OVER 1/2- PLYWOOD
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DOUBLE STUDS
R -13 FOIL FACED
BLOCKING AT MID -SPAN
TYPICAL
AT BRACKETS
8' -O" HIGH LOCKABLE
GATT INSULATION
SECURITY COVER W/
5/8" PLYWOD SHEATHING
o
SECURITY BAFFLE
EL. +2' -8"
(RESTROOM AND KITCHEN ONLY)
o
AT SIDES
DRIVE -THRU WDW SILL (FUTURE)
5/8" GYP. TYP. U.O.N.
A-
R -19 FOIL FACED
R -19 FOIL FACED
0
BATT INSULATION
1
4
BATT INSULATION
1
AD 1
AD2
1
7"
2x6 WD STUDS ® 16" O.C.
FRY REGLET FOUNDATION
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WEEP SCREED # F'WS -875
FRY REGLET FOUNDATION
WEEP SCREED # FWS -875
EL. 0' -0"
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EL. 0' -0"
EL. O' -O"
EL. 0' -0"
TOP OF SLAB
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TOP OF SLAB
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TOP OF SLAB
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TOP OF SLAB
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CHECKED BY: TH
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BIJrDM'Kr TYPE
K -50
SEE SHEET A2 FOR
SEE SHEET A2 FOR
SEE SHEET A2 FOR
FRAME
FOUNDATION AND SLAB DETAILS
FOUNDATION AND SLAB DETAILS
FOUNDATION AND SLAB DETAILS
,ae MAW
97125
s
PROT rfK ISSM DATE
2/l/97.1
SHM
A10
WALL SECTION
3/4 " =1' -0"
H
WALL SECTION
3/4 " =1' -0"
G
WALL SECTION
3/4 " =1' -O~
F
WALL SECTION
3/4 " -1' -0"
E