re-2010-00127_0001.jpg 7' -6" WIDTH CONCRETE REBAR MAT FRONT & BACK
FACES OF FOOTING:
15' -0" C TO C (6) #5 x 6' -0" LG. VERTICAL
(TOTAL 12) PER FOOTING.
------------------------
`--- � - - - -�- - �-- - -` - -- (7) #3 x 7' -0" LG. HORIZONTAL
(TOTAL 14) PER FOOTING.
-- 3 ' -6 " _ - - -- LENGTH 16"
CONCRETE
ELECTRICAL 10 o °
CONDUIT -------------- - - - - -- - -- --- - - - - -- TS 8 "x8
_ PLAN VIEW 17
ADDRESS / y� Q TY. CONCRETE: 6.4 CU. YDS. EACH 3/16"
5e /V f2C (way =L
20' -0" ENTRANCE ARCHWAY 20"
TYP. 3/16„
03y8"
1
AP ROV✓ D APPROVAL A A RES LT;OiF AN INSPECTION
c0 N
SHALL NOT BE ONSTR EEC) TO BE
BUILDING I _ 9-J-1--to OF A VIOLATI OF T gpPRO H �'aOVIS A NS OF THE
PLANNING I I o
PUBLIC WORKS JURISDICTION. PINANCE OF THIS
03/4" (4) FOR 05/8"
I
FIRE DEPT I ' ' ASTM A -325 BOLTS
I�— -- - - - - -- ------------------------------- I I
I I
J 'eu1 t o4 s 1 LO l
1 /4"
TS 8" x 8" x 3/16"
ASTM A -500 Gr. B
TS 12 "x12"
I I I I
I I I
_ MATCH PLATES DETAIL
I I I I
1" ASTM A -36 STEEL
0
I 1 I I
I I I I
I I I I
I I I I I
v I I I I
N I I I I
I I I I
I 1 I I —
I I I I =
I I I I =
I I I I =
N i i OPENING i i o
10' -0" WIDE
TS 12" x 12" x 1/4" x 15' -8" TALL
ASTM A -500 Gr. B
I I I I
I I I I
rl rnroir Ai I I