00-0664-011 "" ^---~ REVISIONS BY
KEYNOTES WALL SECTION.
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L ROOF TRUSSES AT 24" OA (REFER TO STRUCTURAL DWCsS)
2. R-30 INSULATION
0
3.NOT USED -1 ^ -----
4.NOT USED
W
S. lo4" DRYWALL ON I' X 2" P.T. IUD.FURlQM STRIPS AT 24" OA 12
AND R-42 INSULATION �6 1
6. 4" CONCRETE SLAB (SEE STRUCTURAL DWGS)
8
1. NAIL ON FLAT CEMENT TILE ROOF ON (1)LAYER 90' 18 �
MINERAL. SURFACE HOT MOPPED TO (1)LAYER 30' ASPHALT F-
FELT TINTAGGED TO fib" CDX PLYWOOD. SHTG. (TYP) \ \G 15 W 00
2
B 0
GALV.METAL SEAT AND STRAP AT EA TRI,ISS. 11 TOP OF T.B. I- N 0)
�
t0
°1 GALV.METAL DRIP. ELEV= +19'-9" (n ( 00
_
10.140T USED � p
N
IL STUCCO ON RIB METAL LATH. I-I 9 O
:...
12. 8" C wU O
N t� p �
13.MARBLE WINDOW SILL 14 Q j p
14. COW., TIE BEAM (SEE STRUCT. OW-A) V) - O
W
In !Q
S. (112) 1" X 23" NON CORROSIVE PREFAB. SCREEN VENT AT 2'-5" OTC. 2'-011 � 0O u Lo W o
16. BASE BOARD = J ,, O
TT. 1" X 2" P.T. WD FIRE STOP. (8'-O" OjM MAX) 1'T 0- �'- W u
1B 2 X 4 LATERAL BRACING o 10'-O" OZ p ZO %
1%NOT USED Z Q 3: Q a_ oc
0
20. SEE FINISH SCHEDULE.FOR FLOORITIG p :2 J p
2L PRE-FABRICATED COMPOSITE CAB p W
TE U
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22. TEXTURED FIN.ONl " DRYWALL ON METAL FURFUWa STRIPS � 1'3" Or. O ~ �
0
23.MONOLITHIC GONG.FOOTING .(SEE STRUCTURAL. DUGS.) o
0
24.NOT USED `'� y
25.NOT USED �
26.NOT USED
S 10 31 I H 0 21 d e.
21.NOT USED SOFFIT VENT CALCULATIONS � 0 o
28.NOT USED (9 0
29.NOT USED 2M Ni&Fr.X W4 . 4*304DO ea.INMM 0
30. 2" x 4" CONTYNUOUS P.T. WOOD •1*30400 />�o " 2T'i'J!r Nia.arcNaEb -'U
y m9Jal 803H/ 23 GQ IN. " MXI Arf"MC. 112 TWAL VINM I�Cau900 %<
3L 14ILTI PIN ON '12 P8 120 OLD _ '0.
32. 18 SWs GAL STEEL WIRE TIE. 2T2'-O• 2/-N3• Or~l MAX/ O 0.
(USING 2•X W VMM WITH C LEM GGP9lN VENT I•X 23• - 23 80.>w 1..
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33. METAL FURRING CWA%W-L, I6 Or., O �
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16
g
21
a
12
-� TOP OF T.B.
O
18 ELEV= 10'-4" %/
G 8 - µ "" •
! 30 ::: (�
2
15 .....µ 1-
=... ...!
33 31 ��-"�."
TOP OF T.B. Lu
9+
= -1"
ELEV '
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22 14 m
,..x...-.. p GIFPJOARD FASTENED TO MIL.F1JRR8 AT 16 OTC.SE ��`,. F"'- 14
TO EACH JOIST WITH No.18 GM GALV.STEEL WIRE DOUBLED 22 -
_ -STRAND SADDLE TIES.CHANt•1£ .S SPLICED WTTH ADJOINING :«=
PIECES OVERLAPPED 6" AND TIED TOGETHER USING
DOUBLED-STRAND OF No 18 SWG GALV STEEL WIRE = m
AT EACH END OF OVERLAP. 1'1 •
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