02-509-096w
Di
2 1/2' MIN. REGULAR W. GONG. 1
2ND POUR W/ 6X6 W 2.9 X W 2.9 WJJJ,M.
OVER WATERPROOFING MEMBRANE I
2'X2' ONT. KEYWAY
I
` C • y -.
e
I 0
al N
205 Tt6:;l 8'
. el• .
04e12'BOTT.
EACH WAY °
9
CONVENTIONAL FORMING
TOP PAR.
EL. +65'-0'
%e241 VERT.
6'
SECTION
SC. 3/4' = 1'-0'
8'X8'X16' BOND BM.
BLOCK W/205 CONT.
TURIN CORNERS W/
2"5X2' -6'X2' -6'
V' COVER J
FOR GROUTING
SECTION
8'X8' GONG.
CAP W/2«5
CONT.
05,048' VERT.
-e,.
BM- SEE PLAN
1/5-22
SEE PLAN
FOR ELEV.
AND ELEV.
04014' BOTT.
04018' TEMP.
05,+48'
VERT.
P/C LINTEL
SC. 3/4' 2 11-01
4/5-22
"' ="=INF. NOt
OR CLARITY
41GW H.S.
•6'
BM.
SECTION
5 12
Ell
' BOTT. PLATE
SC. 3/4' = I1_01
2/5-22
TOP PAR.
EL. +65'-0'
8'XS'X16' BOND BM.
BLOCK W/205 CONT.
%1024' VERT. TURN CORNERS W/
2"5X2' -6'X2' -6'
04*12' T. X 4'-0'
IF
ROOF
EL. +58'-0'
A-1
1*4 e
CONT.
3'-0 SLEEVE 0 *4614' BOTT.
REINF. LOCATION 04*18' TEMP.
VERTICAL REINF.
SEE PLAN
SECTION SC. 3/412 11-01
METAL TRUSSES 624'oz. (SUBMIT SHOP DRAWINGS)
3X3X11 GA. CLIPS W/ I I
(3) 3/16'O X2' TAPON SCREWS 8XSX16 BOND BM.
BOTH SIDES t (3) 010 TEKS BLOCK W/ 205 CONT TURN M1'-0'
e24' VERT. W/ HOOKS
SECTION
CORNERS W/ 205
X2'-6' X2'-6' I1
%024' VERT. W/ HOOKS I
ADDITIONAL REINF. -SEE PLAN —1 h
SC. 3/4' 2 1'-0'
3/5-22
19/32' CDX- EXT.
GRADE PLYWOOD SHEATHING
W/ 010 TEKS 06'o.c.
3X3X11 GA.
CONT. ANGLES
EL.+ 65'-0'
ROOF
REVISIONS
ISWE FOR PERMIT
02/28/02
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