00-1316-010 --DO NOT_ SCALE DRAWINGS CONTRACTOR MUST VERIFY
ALL DWIS10NS AND ADVISE CONSULTANTS OF ANY ERRORS
-- _- OR Oh MISSIONS. NO VARIATIONS OR MODIFICATIONS TO
^ WORK tiHOWtu, SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
APPRCVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE
SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS
AND SPECIFICATIONS REMAIN THE PROPERTY OF
MORRISON HERSHFIELD CORPORATION. NEITHER
MORRISON HERSHFIELD NOR THE ARCHITECT WILL
BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT.
I
I
cV
EXISTING GLUE LAMINATE
STRUCTURE (TYPICAL)
+14.06' MSL 7
C° 6
IS G T CT R N
5
4
3
- �
NEW 6" THICK CONCRETE 2
SLAB W/ #4 REBAR I 1 /
EACH WAY @12"OC SUBMIT ENGINEERED SHOP DRAWINGS 11/10, 00 ISSUED FOR PERMIT
S1.3
TO PROJECT ENGINEER FOR APPROVAL
LU H OU A os/19/oo ISSUED FOR REVIEW
o w 17'-6 3/4"
N No. Date [Action
N
11 "W x 12" D CONCRETE EXISTING PARTITION� I PROPOSED MONOPOLE —
MONOLITHIC FOOTING SEE STRUCTURAL DRAWINGS Hit
WITH 2 # 5 CONTINOUS w NEW SLAB EXISTING SLAB FROM MANUFACTURER (PERMIT BY OTHERS) ®BELLS®UTH d�®b®®®t�
N 6.. T
rn
' M 0 R R I S O N
O y H E R S H F1 E L D
l I 2 1000 W McNab Road, suite 300, Pompano ^Bch,Florida 33069
NON BEARING PARTITION 5,.3 Tel: (954) 781-0177 Fax: (954) 781-0593
111
`%' METAL STUD PARTITION ;
A \ ATTACHED TO MONOP LE
RTITION FLUSH W/ INSIDE OF COLUMN FRAMINGr 5 °
n ;;1wgK5w,
5 9
4 THICK CONCRETE STOOP
WITH 8x8 THICK EDGE WITH
1 #5 CONTINOUS & 6x6 rw aD
Y 10'-2 1/2" 10'-2 1/2"
—43 3'_4„
10 10 WWM M
1
r'
1/2" 3 1/2"
Project:
LO 25,_0„
FHGO CELL SIT
E
3 1/2' 5'-7 1/2" 3'_2°' 15'-11 " N 31 ,-8f) HOPE LUTHERAN CHURCH
Ile
6330 BIRD ROAD
MIAMI, FLORIDA
25'_0"
Drawing Title:
FOUNDATION
�` 1'x t � 4 i� d Q i➢
PROPERTY LINE � PLAN
zz
C . . ., .. -- . Scale: Project No.
AS SHOWN 6003708
Designer: Date:
RL 10/27/00
Drawn By: Checked By:
PJD RL
Drawing File: Client Approval
FOUNDATION PLAN
Revision No. Drawing No.
/
S1 . 1 NORTH
C,Wr1 pf V �KN t
�_Vtg 12
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