00-0768-011 REVISIONS BY
KEYNOTES WALL SECTION. _-, - __ _-_ _ _ N
I. ROOF TRUSSES AT 24" O,C. (REFER TO STRUCTURAL DW536) - ^l f
2. R-30 INSULATION o
ig
3. NOT USED - m
W
- a
4. NOT USED
5. Vs" DRYWALL ON 1' X 2" P.T. WD. FURRING SCRIPS AT 24" O,C. �12 3
o
AND R-42 INSULATION 1 �
6. 4" CONCRETE SLAB (SEE STRUCTURAL DWGS)
1. NAIL ON FLAT CEMENT TILE ROOF ON (l) LAYER 90'
S a
18 c
MINERAL SURFACE HOT MOPPED TO (1) LAYER 30' ASPHALT 00 FELT TINTAGGED t0 Ike" CDX PLYWOOD. SHTG. (TYP) W 4
11 2
o
S. GALV. METAL SEAL AND STRAP At EA TRUSS. 1 j 0) (D 01 3
9. GALV. METAL DRIP. TOP OF T.B.
N
10. NOT USED ELEV= +19'-9"
O g
22 0) O O
11. STUCCO ON RIB METAL LATH. O a
N ►,� O o
12. 8" C.M.U. 9 11
13. MARBLE WINDOW SILL Z
14 0 O W in
14. CONC. TIE BEAM (SEE STRUCt. DWGS) in
15. 012) 1" X 23" NON CORROSIVE PREFAB. SCREEN VENT AT 2'-5" O.G. w 3: O O W o
16. BASE BOARD U
11. 1" X 2" P.T. WD FIRE STOP. (8'-0" O.C. MAX) 1� W W v J t
O = O
8. 2 X 4 LATERAL BRACING a 10'-0" O.G. Z
z � = X (1 °`
19. NOT USED Q Z
O W O
20. SEE FINISH SCHEDULE. FOR FLOORING U
(D W
21. FRS-FABRICATED COMPOSITE SLAB _
22. TEXTURED FIN. ON 1/2" DRYWALL ON METAL FURRING STRIPS g 16 O" O.G. 0
23. MONOLITHIC GONG. FOOTING . (SEE STRUCTURAL DUGS.) o
J
24. NOT USED N o
25. NOT USED o in
X S1O311HO ?lboo ?
26. NOT USED O N
21. NOT USED
SO I YN� Cf�eL.CIiFJ.f-�tTON8 V
28. NOT USED Z
29. NOT USED 2891 Sa FT.x 144 • 416304.00 8c1 >rlcHEB /// O o
30. 2" x 4" CONTINUOUS P.T. WOOD 416304.00 /130 • 2nS36 sa INCHEs
12
31. HILtI PIN DN 12 P 8 0 12„ O.C. 2r536 SQ.IN/ 23 Sa IN. ■ 11L97 APPROX 112 TOTAL VENTS REQUIRED. -I g
W
212'-0" / 112 2'-S" O.G.( MAX) "'>" O a
%s%
Z
32. 8 GAL. STEEL WIRE TIE. !USING 2" X 24" VENTS WITH CLEAR SCREEN VENT I"X 23" . 23 Sa TTU O -
33. METAL FURRING CHANNEL, Iro" O.G.
v�
Z
Z
0
0
16
1 12 2p ^ c
1 21 1LU
12 � w
�6 TOP OF T.B. ? o
a
IS 8 ELEV= 10'-4" -
2 G 30
15 }-
31 33 E�-
TOP OF T.B.
0
ELEV= +9'-1" tu O .�
3
32 , t {.
22 14 11 14 BOARD FASTENED TO MTL.BURRS AT I6" u
O.G. SECURED _
22 TO EACH JOIST WITH No. 18 SWG GALV. STEEL WIRE DOUBLED ?
-STRAND SADDLE TIES.CHANNELS SPLICED WITH ADJOINING �F W
DOUBLED-STRAND OF No. B 8WG GALV..STEE WIRE
11
AT EACH END OF OVERLAP. o
2'-0"
lU
a_
+"-f O
v
W
w U
Lu D
O
C
a
W
K
W
f-+ U
O a Z
Z W
in
F- 6
N Q z
c7
Z
D
I S
13 13 � a
11� W
3 N
W
H
12 z
o
REVER`t I"
U it
0 W
co
MODEL A IL
16 23 N Mir 02 F
20 20
FIN. FLOOR FIN. FLOOR o SCALE 1 1/2" ELEV= O'-0" ELEV= 0'-0" 1 1/2" _
i
„ n,
j\\ \\ C, \\/\\/� j CHECKED BY JM o
DRAWN BY//\r/\ \ y
ON 2
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r r..r,\��i\r�\�\\!�\\r�\%
JOB 9628
11 a
WALL 6ECT ION 3�� SHEET W . c i �
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