11-A704_Sh254_RevAmendment2.pdf
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- AG-0261-S-12-0008
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CRAIG S. GALATI
REGISTERED
A R C H IT E C T
No: 1952
STATE O F N E VA DA
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.28
.12
A 7.
A4.20
A4.21
BOD VARIES
BOD VARIES
1'-10"
2' 7'
-1 0"
2'
'-1
0" T
O C
8" 6"
ALIGN GYP BD FINISH
FROM TOP OF LOWER DECK TO
BOTTOM OF UPPER DECK PROVIDE
WEATHERED STEEL WALL PANELS O/
1 LAYER WATER RESISTANT
BARRIER O/ 1/2" EXTERIOR GRADE
PLYWOOD O/ 2"X6" WOOD STUD
FRAMING 16 OC O/ GYP BD. FILL
STUD FRAMING WITH CLOSED-CELL
SPRAY INSULATION.
F REVEAL MOLDING AT DRYWALL
TRANSITION TO ROOF DECK
STRUCTURAL FOOTING
CONTINUE INSULATION DOWN
WALL TO FOOTING, TYP
W4
W9
R1
R1
BOARD-FORM CONCRETE FINISH
BOTH SIDES WHERE VISIBLE, ETC
GLULAM BEAM, SEE STRUCTURAL
GYP BD O/ 2X6 WOOD STUD
FRAMING @ 16 OC BETWEEN TOP
OF CONCRETE TO UNDERSIDE OF
GLULAM
S1
CONCRETE WALL. 3/4" CHAMFER
AT EXPOSED CORNERS, TYP
CREATE REVEAL W/ 2X2 AND
DIAGONAL CUT 2X2 WOOD STUDS
FOR LED LIGHT FIXTURE.
COORDINATE FINAL REVEAL
LOCATION WITH EXHIBIT MOCK-
UP TYP ALL SIDES OF OPENING
W4
CONTINUE WALL SYSTEM TO BOD
SEE DETAIL 3/A6.13 FOR WALL TO
SLAB CONDITION.
1'-8" 7' -1
0"
VA
R
IE
S
SIM.
±0" FF
BOD VARIES
A2.72
A2.71
R1
S1
SLOPE CONCRETE MIN 1/4" PER FT AWAY
FROM BUILDING, TYP.
GLULAM BEAM, SEE STRUCTURAL
RECESSED WALK-OFF MATT
SCHEDULED WINDOW
SCHEDULED DOOR
A4.20
A5.10
A5.10
4'-0"
3' -4
OPP
SIM
±0"
+9'-4" TO MASONRY
A
A5.10
STRUCTURAL FOOTING
CONTINUE INSULATION DOWN WALL TO
FOOTING, TYP
W2
R1
S1
TAPERED GLULAM BEAM PROFILE
SLOPE GRADE AWAY FROM BUILDING, TYP
W1
APPLY DAMP PROOFING TO OUTSIDE FACES
OF STEM WALL AND FOOTING, TYP
SCALE: 1/2" = 1'-0"
10 WALL SECTION 10
A7.04 0 1' 2' 4' SCALE: 1/2" = 1'-0"
11 WALL SECTION 11
A7.04 0 1' 2' 4' SCALE: 1/2" = 1'-0"
12 WALL SECTION 12
A7.04 0 1' 2' 4'
REVISIONS
2/22/13 ADDENDUM #2
A7.04 WALL SECTIONS
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