00-1316-009 i
DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY
ALL DIMISIONS AND ADVISE CONSULTANTS OF ANY ERRORS
- OR OMMISSIONS. NO VARIATIONS OR MODIFICATIONS TO
_ - 'YORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN
APPROVAL. 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SUPERSEDED BY THE LATEST REVISION.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.
MONOPOLE FOUNDATION NOTE
1 ) DESIG COMPLIES WITH �Pi
ASC 7-93 AND S.F.B.C. •••,•..d•••••,���>,1�,
L�T ST EDITION ` = •_° 4 N L4 •. ;
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lei I CHOON HONG TAN
Y PROFESSIONAL ENGINEER
EXISTING GLUE LAMINATE fi��` N T498 2 FLORIDA
STRUCTURE (TYPICAL)
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+14:0 6 s 1�M\ L
� � cl RON HARRIS
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IS G T CT R ,. �, N PROFESSIONAL ENGINEER
`` STATE OF FLORIDA
e ll # 34128
NJFOUNDATION OF MONOPOLE ONLY
t" RN
7
NEW 6" THICK CONCRETE r' 6
SLAB W/ #4 REBAR
EACH WAY @12"OC Kip' REFER TO ENGINEERED DOCUMENTS BY 5
TELESTRUCTURES FOR MONOPOLE INFORMATION
_J LU H O U �, 4
o LU I 17'-6 3/4"
I � I 3
N z E DTI N G PARTITI O
11 "W x 12" D CONCRETE PROPOSED MONOPOLE 2
MONOLITHIC FOOTING �� SEE FOUNDATION DETAIL THIS SHEET
WITH 2 # 5 CONTINOUS NEW SLAB E `1ING SLAB 1 11/10/00 ISSUED FOR PERMIT'
6" S A 09/19/00 ISSUED FOR REVIEW
16V o j No. Date Action
I
St.3
NON BEARING PARTITION ' -
,,; N ®BELL SOUTH Mobility
� METAL STUD PARTITION
ATTACHED TO MONOPOLE
'z PARTITION FLUSH W/ INSIDE OF COLUMN_,,,,--- FRAMING
4141
4" THICK CONCRETE STOOP
MO R R I S 0 N
' 48" D IA. X 25'-0" C O N C. , „ ,- „ �� - �� �� -- _.__ - _��._._.__ ___ — --- ---- - -- ------- 1000 W McNab Road. suite 300, Pompano Bch,Fl orida 33069
WITH 8x8 THICK EDGE WITH H E R S H F I E L D
1 #5 CONTINOUS & 6x6 AUGER SEE DETAIL 3 –4 10 2 1/2" 4 –0 10 2 1/2" 3 –q Tel: (954) 781-0177 Fax: (954) 781-0593 'I
# 10 /10 WWM ( ) ewe
j) 3 1/2" 3 1/2" FOUNDATION LAYOUT DRILLED SHAFT INFORMATION TOWER LOADING
N „ NUMBER OF "X” "y, SHAFT EMBEDMENT LONG. AXIAL
OTM SHEAR
25 —0 SHAFTS DIM DIM DIA' DEPTH"L" REBAR COMP.
3 '/2" 5'-7 1/2" 3'-2" 15'-1 1 " a) 31 '-8"
O O (IN) (FT) (KIPS) (FT-KIPS) (IQPS)
I FT-K
>k 48" 25' 24-#9 1 15.4 K 1037.0 32.0 K
A O A NOTES:
25'-0" 1. DRILLED SHAFT INSTALLED IN ACCORDANCE WITH ACI-336 (LATEST EDITION). Project:
2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI-318 (LATEST EDITION). FH GO CELL SITE
CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 4,000 PSI.
PROPERTY LINE ANCHOR BOLTS PER 3.ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING HOPE LUTHERAN CHURCH
. — . . . . . — . — . — ' — ' — . — ' — . — . — ' — . — ' — ' — . — . - - - - - - - ' — ' — - — - — - — - — - — - — - — - — - — — TOWER DRAWINGS TOASTMA-615, GRADE 60. 6330 BIRD ROAD
4.ALL REINFORCING STEEL SHALL HAVE A MIN. THREE (3) INCHES COVERAGE.
5. RWH ENGINEERING WILL NOT BE RESPONSIBLE FOR FOUNDATION INTEGRITY MIAMI, FLORIDA
IF TOWER IS SET WITHIN 72 HRS. OF CONCRETE PLACEMENT, OR WITHOUT
DIA. —I PRIOR VERIFICATION OF CONCRETE STRENGTH. Drawing Title:
6. FINAL LENGTH OF FOUNDATION MAY VARY DEPENDING ON ACTUAL IN SITU
SOIL CONDITIONS RELATIVE TO BORING DATA SUPPLIED. FOUNDATION
f
611 3 CLEARANCE — 7.TEMPORARY OR PERMANENT CASING WILL BE UTILIZED FROM THE BOTTOM
V F_)� F_1� 4 TIES @ OF THE EXISTING STRUCTURES FOOTING TO THE TOP OF ROCK (+/-4'BELOW
EXISTING GRADE). PLAN
8.TIE BAR SPACING MAY BE ADJUSTED AS NEEDED.
9. TOWER FOUNDATION DESIGN BASED ON SOIL BORING DATA
I I I I I I 4 TIES @ PROVIDED BY: GEOSYNTEC PROJECT#FE0209AN
6 C-C 10. TOWER LAYOUT AND FOUNDATION DESIGN LOADING CONDITIONS
SUPPLIED BY: TELESTRUCTURES/BELLSOUTH PROJECT#81458
REMAINING Scale: Project No.
FOUNDATION PLAN TIES@ AS SHOWN bate:
�I� �I� Ig" I 3"
LONGITUDINAL REINFORCING Designer: Date:
EQUALLY SPACED RL 10/27/00
S1 .11 1/4" = i'—o" � r I� I '/ Drawn B Checked B
B B DATE: BELLSOUTH MOBILITY y y
r I� T 1 2/23/01 69'POLE FOUNDATION PJ D R L
�� •� ORTH HOPE LUTHERAN CHURCH Drawing File: Client Approval
SCALE:
FHGO SITE
#4 TIE BARS
18"MIN.LAP NONE MIAMI,FLORIDA
i
SECTION"A-A' BARS SPACED PER Revision No. Drawing No.
SECTION"B-B" FOUNDATION SCHEDULE APPR'D BY:
�' ENGINEERING,INC.
S1 . 1