HomeMy WebLinkAbout0825.96.51L- - -- - - -- — - - -- _ 13, -4"
FILL CORES WITH 4000 PSI CONCREI
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FOUNDATION PLAN
FLUSH PILASTER DETAIL
SCALE: NONE
® MASONRY REINFORCEMENT
ZEBARS CONTINUOUS FROM FOOTER
_MENT TO TOP OF MASONRY
8" x 8" x 16"
CONCRETE BLOCK
PILASTER. SEE
DETAIL BELOW.
BLUE ACCENT BAND. COPING
AND TOP MASONRY COURSE. —
n
HORIZONTAL REINFORCEMENT
Q TO BE DUR -O -WALL
cD ° "TRUSS" SPACED AT
vi 16" ON CENTER
0
U
co
3"
GRADE
CC, N�
DUROWALL ® MASONRY REINFORCEMENT
(ALTERNATE OVERLAP EVERY OTHER COURSE) _
FILL CORES WITH 4000 PSI CONCRETE —�
SIX •4 REBARS CONTINUOUS FROM FOOTER
REINFORCEMENT TO TOP OF MASONRY
8" x8" x 16" BOND BEAM
WITH (2) 44 REBAR CONT.
BLOCK FILLED WITH CONCRETE
TO ANCHOR COPING.
6" DIA. x 6' HIGH GUARD POST WITH
18" DIA. FOOTER (TWO REQUIRED).
FILL WITH CONCRETE.
1 I
II T
__1
SLOPE P x001 - - --
- - — — — — ---------------- - - - - -- �.
114" WIDE x 1 1112" DEEP CONTRACT ION
6" CONCRETE SLAB WITH JOINT. WWF TO EXTEND THROUGH
WWF 6x6 - W2.9xW2.9 JOINT WITH ALTERNATE LONGITODINA�
BAR CUT AT JOINT.
1 fi
BLOCK Wi'h
Yz' EXPANSION JOINT, �_'�NCRETF BE: 'W
3 SIDES, FULL DEPTH OF i l
CONCRETE SLAB. RECESS f
AND SEAL.
I I �
— (2) #4 REBAR. REFER
TO FOUNDATION PLAN
FOR LOCATION. VERTICAL
REINFORCEMENT TO EXTEND Ki
INTO BOND BEAM.
`PILASTER ONLY) SECTION /'A -A"
•, r.Tr1 ,... __ — _ _ -
CORNER PILASTER DETAIL
SCALE: NONE
i L I 78 UTA. IBS CANE BUIIOM STEEL
BOLTS TO BE INSTALLED
FOR HOLD OPENS
FRONT ELEVATION
�Tj
;T
4
4" THICK SOLID CONCRETE
BLOCK COPING WITH f /Z' SLOPE.
3" GATE POST WITH CAP
6" DIA. x 4' HiCH GUARD POST
w;TH 18' CIA. ' OTHER
'Iwo REOUIREDI
— i. VDE . ' '/- DEEP ;- ONTRACTION
SIN'. WWF 'C EXTEND IHROUGri
N ' A: rEANATE .ONGf 'JO 'NA,-
A' -. .N•.
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Q 1994 MARATHON OIL COMPANYr 17486
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•+ >� �,�Q- std /5217b.3d
Marathon ONt��
V4" WIDE x V/2" DEEP (SAWED OR PREMOLDED INSERT)
CONTRACTION JOINT, FILL JOINT WITH SEALANT. CONCRETE SLAB WITH Oil C/ �CONTRACTOR TO STRICTLY CONFORM TO WIDTH AND DEPTH OF WWF 6x6 - W2.9xW2.9 MARATHON ;��� �', CONTRACTION JOINTS. NO EXCEPTIONS. ALTERNATE LONGITUDINAL Findlay, Ohio 45840
BARS TO BE CUT AT JOINT.
NO. REVISIONS HK N V L
INCREASED APRON LENGTH TO 1)'-0" ETW -� MASONRY 0 N R Y T R A S H
3" 3" - -- 1 �� i`� COLLECTION
� p p
PAD - DOUBLE DEEP
D PLAN, ELEVATION AND SECTION
SCALE = 1' -0" DATE FILE
TYPICAL CONTRACTION JOINT DE TA IL DRFTR J. A. ST WART 9 -30 -93 No. STD.
CHKR D. D. DUKES 9 -30 -93 BUD.
SCALE: NONE DGNR D. K. VINSON 9 -30 -93 YR.
RVWR ARCHIE RHODES 10 -1 -93 DWG. '
FILMD NO. 5217 -B
k, \std\5217\5217b. 3d 8- DEC -1994 92, A�