HomeMy WebLinkAboutMonopole Info & Specs MONOPOLE SECTION DATA (ALL BOLTS ARE FOR ti
BOTTOM OF SECTION)
SECTION CONNECT BOLT PILOT BOLT
LENGTH PART# SIZE WALL WT . * DIAM LENGTH # DIAM LENGTH #
30 ' 126248 24 " . 375 " 3228# 1 " 4- 1/2" 17 1 " 5 " 3
30 ' 126444 30 " . 375 " 4021# 1 " 4- 1/2 "21 1 " 5" 3
20 ' 126058 36" . 375" 3290#
*THE WEIGHTS LISTED ARE THEORETICAL . THE ACTUAL WEIGHTS
WILL VARY . ALL WEIGHTS SHOULD BE CONFIRMED IN THE FIELD
ROTATABLE TOP — TOP VIEW PRIOR TO ERECTION .
CLAMP—ON PLATFORM TO BE
PLACED AT 80 ' (C/L)
—"' - SEE DWG # 127798—B FOR
INSTALLATION DETAILS .
30 ' P/N 126248 `J 24"
ALL CONNECTIONS
_0 ARE A-325 BOLTS
A SEE TABLE ABOVE
FOR SIZE 6 OTY .
i t
i
30 "P/N 126444 `� 1
30 '
TYPICAL FLUSH
FLANGE CONNECT TON
VIEW A
x
SEE PAGE 2 OF THIS DRAWING
FOR OPENING INFORMATION .
20 ' P/N 126058 36"
SEE PAGE 4 OF THIS DRAWING
FOR CONNECTION BOLT
TIGHTENING SPECIFICATIONS .
FINISHED GRADE
N B Rlq
REMOVABLE CLIMBING RUNGS �
MONOPOLE TO BE PAINTED BLISS BLUE . i
**ATTN: SEE DWG . #121975—B FOR PAD EYE LOCATION 'S =
t No. 19500286
FOR FUTURE PLATFORM** l -v 44,
: STATE OF
lA
b, 'I not t
SFP 9A
CELLULAR ONE OF INDIANAPOLIS
106TH IS COLLEGE #99, INDIANA
MP36 X 80 ' ASSEMBLY DRAWING
APPROVED/ENG. MLH 09/23/1996 AVIA o 0) EP
APPROVED/FOUND. N/A 1545 Pidco Dr.
A ADDED FOUNDATION PER SOIL REPORT MLH 09/23/1996 Plymouth, IN 46563-0128
REV DESCRIPTION OF REVISIONS INI DATE DRAWN BY KWD 219-936-4221
From: 61374.DFT - 08/22/96 11: 55 > 2018131A.DWG - 09/23/96 15: 37 ENG. FILE NO. A- 112895 DRAWING NO. 201813-B
Printed: 09/24/96 08: 45 ARCHIVE 0-61374 PAGE 1 OF 8
OPENINGS & BRACKETS WELDED TO POLE
TOP VIEW
HEIGHT ASSEMBLY 180'
xH TYP DESCRIPTION ANGL DRAWING#
78 ' - 11 " 13 SAFETY CLIMB BRACKET 0°
90` 270`
78 ' -9" 12 WELDED SIDEARM STUBS (6) SEE> BOM
78 ' -4 " 11 PLATFORM MOUNTING ANGLES (4) SEE> 121975-B
74 ' -9 " 9 4 " X 6 " PORTHOLE EXITING UP 60° CLIMBING RUNGS
74 ' -9 " 9 4 " X 6 " PORTHOLE EXITING UP 180° THE ANGLE TO THE OPENING IS
74 ' -9 " 9 4 " X 6 " PORTHOLE EXITING UP 300° MEASURED CLOCKWISE FROM THE
CENTER-LINE OF THE CLIMBING
73 ' -9 " 9 4 " X 6" PORTHOLE EXITING UP 60° RUNGS WHEN LOOKING DOWN
73 . -9 " 9 4 " X 6 " PORTHOLE EXITING UP 180°
73 ' -9" 9 4 " X 6 " PORTHOLE EXITING UP 300°
9 ' -8 " 8 TRANS . LINE BRIDGE ATTACH BRACKET 180°
9 ' -8 " 8 TRANS . LINE BRIDGE ATTACH BRACKET 270°
9 ' -6 " 13 SAFETY CLIMB BRACKET 0°
�R
7 ' -4 " 2 10 " X 25" OVAL PORTHOLE 180°
*H HEIGHT FROM
7 ' -4 " 2 10 " X 25 " OVAL PORTHOLE 270° 1 TABLE
6 ' -9 " 7 GROUNDING PLATE 180° x THE HEIGHT IN THE TABLE IS
6 ' -9 " 7 GROUNDING PLATE 270° THE DISTANCE FROM THE BASE OF
THE BOTTOM SECTION OF THE MONO
1 ' -6 " 2 10 " X 25" OVAL PORTHOLE 180° POLE TO THE OPENING REFERENCE
POINT "R" AS SPECIFIED ON PAGE
3 FOR THAT OPENING TYPE .
°N�N�auunNrnmrn�
o B R1,q,4;''�%
No. 19500286 ICI
-o+ STATE OF =cc
Fss44/
CELLULAR ONE OF INDIANAPOLIS
106TH 6 COLLEGE #99, INDIANA
MP36 X 80 ' OPENINGS
APPROVED/ENG. MLH 09/23/1996 AVM 0 0 J ILJU�o
APPROVED/FOUND. N/A 1545 Pidco Dr.
Plymouth, IN 46563-0128
DRAWN BY KWD 219-936-4221
From: 61374.DFT - 08/22/96 11: 55 > 2018132@.DWG - 08/22/96 13: 16 ENG. FILE NO. A- 112895 DRAWING ND. 201813-8
Printed: 09/24/96 08: 45 ARCHIVE 0-61374 PAGE 2 OF 8
1
10 "
1E-4 ,
I
I . D .
25" 0 0 0 0 0 0
0 0 0 0 0 0 R*
R*_ R*_
GROUNDING LINE BRIDGE
R* PLATE BRACKET
TYPE 2 TYPE 9
OPENING
OPENING
PLATFORM MOUNTING WELDED STUBS SAFETY CLIMB BRACKET
ANGLE FOR SIDEARMS
ny
0`0 BR/.4 "'�%ry�
3 :No. 19500286. I"
�% STATE OF 6
'4�"/F/4'DfANP�'jJ�'
�%4,,�ssi
7EP 4 } OF
CELLULAR ONE OF INDIANAPOLIS
106TH 6 COLLEGE #99, INDIANA
MP36 X 80 ' OPENINGS
II �
APPROVED/ENG. MLH 09/23/1996 14,11/4-p- 6R 0 I UII=J0
APPROVED/FOUND. N/A - 1545 Pidco Dr.
Plymouth, IN 46563-0128
DRAWN BY KWO 219-936-4221
From: 61374.DFT - 08/22/96 11: 55 > 2018133@.DWG - 08/22/96 13: 16 ENG. FILE NO. A- 112895- DRAWING NO. 201813-B
Printed: 09/24/96 08: 45 ARCHIVE 0-61374 PAGE 3 OF 8
GENERAL NOTES
1 . TOWER DESIGN CONFORMS TO STANDARD EIA/TIA-222-E FOR 75 MPH BASIC WIND SPEED WITH . 50" RADIAL ICE .
2 . MATERIAL: (A) SOLID RODS CONFORM TO ASTM A-572 GRADE 50 REQUIREMENTS .
(B) ANGLES CONFORM TO ASTM A-36 REQUIREMENTS .
(C) PIPE CONFORMS TO ASTM A-53 TYPE E, GRADE B REQUIREMENTS . (MIN YIELD STRENGTH=42 KSI)
(D) ALL STEEL PLATES CONFORM TO ASTM A-36 REQUIREMENTS .
3 . BASE REACTIONS PER EIA/TIA-222-E FOR 75 MPH BASIC WIND SPEED WITH . 50" RADIAL ICE:
TOTAL WEIGHT= 23 . 1 KIPS .
MOMENT= 716 . 4 KIP-FT .
MAXIMUM SHEAR= 9 . 3 KIPS TOTAL .
4 . FINISH: HOT DIPPED GALVANIZED AFTER FABRICATION .
5 . ANTENNAS: 100 ' (12) GENERIC ANTENNAS (CaAa=5 . 5 SO . FT . EACH) WITH 1-5/8" LINES MOUNTED ON A LOW
PROFILE CELLULAR PLATFORM (FUTURE) .
80 ' (12) GENERIC ANTENNAS (CaAa=5 . 5 SQ . FT . EACH) WITH 1-5/8" LINES MOUNTED ON A LOW
PROFILE CLAMP-ON CELLULAR PLATFORM (INITIAL) .
6 . INSTALL BASE SECTION WITH MINIMUM OF 2" CLEARANCE ABOVE CONCRETE .
7 . MIN . WELDS 5/16" UNLESS OTHERWISE SPECIFIED . ALL WELDING TO CONFORM TO AWS SPECIFICATIONS .
8 . ALL BOLTS MUST BE IN PLACE WITH JAM NUTS PRIOR TO ERECTION OF THE STRUCTURE . ALL BOLTS AND NUTS
MUST BE IN PLACE AND TIGHTENED BEFORE THE ADJOINING SECTION (S) ARE PLACED .
9 . ALL A-325 BOLTS SHALL BE PRE-TENSIONED PER AISC SPECIFICATIONS . REFER TO DRAWING # 123107-B
("BOLT PRE-TENSIONING GUIDELINES" . )
10 . EIA GROUNDING FOR TOWER .
11 . OUTSIDE CLIMB RUNGS WITH SAFETY CLIMB .
12 . MONOPOLE TO BE PAINTED BLISS BLUE .
13 . FOUNDATION REACTIONS ARE FOR AN MP36 X 100 ' MONOPOLE .
,A,ptipn mmmmol\
I No. 19500286
la -0i STATE OF icc
Ito
` S
i' 2 4 "..' tx
CELLULAR ONE OF INDIANAPOLIS
106TH & COLLEGE #99, INDIANA
MP36 X 80 ' NOTES
APPROVED/ENG. MLH 09/23/1996 AVM I 0 J a f_EO
APPROVED/FOUND. N/A 1545 Pidco Dr.
Plymouth, IN 46563-0128
DRAWN BY KWD 219-936-4221
From: 61374.DFT - 08/22/96 11: 55 > 2018134@.DWG - 08/22/96 13: 16 ENG. FILE NO. A- 1 12895- ,DRAWING NO. 201813-B
Printed: 09/24/96 08: 45 ARCHIVE Q-61374 PAGE 4 OF 8
FOUNDATION NOTES
1 . SOIL AS PER REPORT BY ALT WITZIG ENGINEERING, INC ., DATED 9/03/96 (FILE #56682) .
2 . CONCRETE TO BE 3000 PSI @ 28 DAYS . REINFORCING BAR TO CONFORM TO ASTM A615 GRADE 60 SPECIFICA—
TIONS . CONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE .
ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER AND ALL FOREIGN OBJECTS AND
MATERIALS . A MINIMUM OF THREE INCHES OF CONCRETE SHALL COVER ALL REINFORCEMENT . WELDING OF
REBAR NOT PERMITTED .
3 . A COLD JOINT IS PERMISSIBLE UPON CONSULTATION WITH PIROD . ALL COLD JOINTS SHALL BE COATED WITH
BONDING AGENTS PRIOR TO SECOND POUR .
4 . ALL REINFORCING STEEL TO BE FORMED INTO A CAGE PRIOR TO SETTING INTO POSITION IN THE EXCAVATED
PIER .
5 . PERMANENT STEEL CASING SHALL NOT BE USED WITHOUT CONSENT FROM FOUNDATION DESIGNERS .
6 . GROUTING OF MONOPOLE BASE IS OPTIONAL . IF GROUT IS USED, DRAINAGE MUST BE PROVIDED FROM THE
INTERIOR OF THE POLE . REFER TO DRAWING # 1118492—B IF GROUTING IS NOT USED .
7 . CROWN TOP OF FOUNDATION FOR PROPER DRAINAGE .
8 . THE CAISSON MUST EXTEND A MINIMUM OF 4 ' — 6" INTO GRAY CLAYEY SILT .
9 . A TEMPORARY STEEL CASING MAY BE NECESSARY FOR INSTALLATION .
10 . SUMP PUMPS SHOULD BE USED FOR DEWATERING .
11 . A QUALIFIED GEOTECHNICAL ENGINEER MUST VERIFY THAT THE STRENGTH OF THE MATERIAL BELOW 31 ' MEETS OR
EXCEEDS THE STRENGTH OF THE MATERIAL AT 31 ' .
t0 B R1AN
,�....._�... .Q
Q�G�STERe,3s= O �11-
_
E_ 0 No. 19500286 -
'12i STATE OF icc
$4,c�Ss p•ANA
EP 2 4 1095
CELLULAR ONE OF INDIANAPOLIS
106TH & COLLEGE #99, INDIANA
MP36 X 80 ' NOTES
APPROVED/ENG. MLH 09/23/1996 AVM 0 D 'DEO
APPROVED/FOUND. MLH 09/23/1996 1545 Pidco Dr.
A ADDED FOUNDATION PER SOIL REPORT MLH 09/23/1996 Plymouth, IN 46563-0128
REV DESCRIPTION OF REVISIONS INI DATE DRAWN BY KWD 219-936-4221
From: 61374.DFT - 09/23/96 15: 36 > 2018135A.DWG - 09/23/96 15: 32$3 ENG. FILE ND. A- 112895- IDRAWING NO. 201813-B
Printed: 09/24/96 08: 45 ARCHIVE 0-61374 PAGE 5 OF 8
TOP VIEW
TOP AND SIDE VIEWS ARE
DRAWN TO DIFFERENT SCALE
BASE FLANGE MUST BE CENTERED IN PIER
WITHIN +/- 10% OF PIER DIAMETER
ro 0 0 o \
/ o/ o \
o 0 1
- I o o I - C/L
I ® o
\ oo /
C/L
GROUTING OF MONOPOLE BASE IS OPTIONAL .
IF GROUT IS USED, DRAINAGE MUST BE FOR ANCHOR STEEL IDENTIFICATION AND
PROVIDED FROM THE INTERIOR OF POLE . PLACEMENT INFORMATION, SEE PAGE 8 .
SIDE VIEW 6„
FOR DETAIL VIEW OF REBAR CAGE
FINISH y-may END AREA, SEE PAGE 7 . E
GRADE "' T
1-L 1 II I
# 5 HORIZONTAL TIES - SEE (I) ON PAGE 7 .
, 24 PIECES REQUIRED, EQUALLY SPACED .
1 ' I I I
1-L1
111 I 11
I I 1 1
L1_L1_
I I I I
L1_L1_
I I I I
I-�-I--E—
I I I I
32 ' - 6" I- -I- -
I I I I
I-4-I-4-
I I I 1
I--4-I- -
1 I I I
I I I I
# 9 VERTICAL REBAR - SEE OA ON PAGE 7 .
T 26 PIECES REQUIRED , EQUALLY SPACED,
TO BE PLACED INSIDE TIES .
4 ' - 6'
TOWER FOUNDATION
19 . 4 CUBIC YARDS CONCRETE REQUIRED ,t��Nuunwmnm�n
FOR INSTALLATION SPECIFICATIONS AND .` •�"""`
ADDITIONAL INFORMATION, SEE PAGE 5 � .';G�STfiq : F�%
_� �v�Q O • �l'r
OF THIS DRAWING . 3
No. 19500286,= �
-d STATE OF t�
�-� ;;w„D 1 qN :
Al
11 Nt
S E P 2 4 1996
CELLULAR ONE OF INDIANAPOLIS
106TH COLLEGE #99, INDIANA
MP36 X 80 ' FOUNDATION
APPROVED/ENG. MLH 09/23/1996 Ak:MAR
I D 1E1EO
APPROVED/FOUND. MLH 09/23/1996 1545 Pidco Dr.
A ADDED FOUNDATION PER SOIL REPORT MLH 09/23/1996 Plymouth, IN 46563-0128
REV DESCRIPTION OF REVISIONS INI DATE DRAWN BY KWD 219-936-4221
From: 61374.DFT - 09/23/96 15: 36 > 2018136A.DWG - 09/23/96 15: 32$1 ENG. FILE NO. A- 112895- DRAWING NO. 201813-B
Printed: 09/24/96 08: 45 ARCHIVE Q-61374 PAGE 6 OF 8
AO # 9 REBAR - 26 PIECES REQ . TOTAL
32 ' - 6" APPROX WT = 110 . 5# EACH, 2873# TOTAL
4 '
# 5 REBAR - 24 PIECES REQUIRED TOTAL
APPROX UNBENT LENGTH = 14 ' - 9- 5/8"
APPROX WT = 15 . 4# EACH, 370# TOTAL
LAP DIMENSION: 2 ' - 2- 3/4"
PLACE REBAR RINGS SO THAT LAPS ON
ADJACENT RINGS ARE 180 DEGREES APART .
SEE PAGE 6 FOR RING PLACEMENT .
1 ' - 6" — n4 "
MINIMIMMUM
PLACE FIRST TIE AT END OF VERTICAL
BARS (TOP AND BOTTOM) AND CONTINUE PLACE AN ADDITIONAL CIRCULAR
SPACING AS SHOWN THROUGHOUT PIER .
TIE 4" FROM THE END TIE (TOP
AND BOTTOM) AS SHOWN .
x '
v
F—OUTLINE OF CONCRETE PIER
DETAIL OF REBAR CAGE END
REBAR DETAIL
TOTAL APPROX REBAR WEIGHT = 3243#
u��unnHimnrp�
REINFORCING BAR TO CONFORM TO �o�"�° BRjA "'"'
ASTM A615 GRADE 60 SPECIFICATIONS . �` .
No. 19500286 ICI
01•. STATE OF
O'
%. s.
Il
SEP 2 4 1996
CELLULAR ONE OF INDIANAPOLIS
106TH & COLLEGE #99, INDIANA
MP36 X 80 ' REBAR DETAIL
APPROVED/ENG. MLH 09/23/1996 ATER' 0) �W0
APPROVED/FOUND. MLH 09/23/1996 - 1545 Pidco Dr.
A ADDED FOUNDATION PER SOIL REPORT MLH 09/23/1996 Plymouth, IN 46563-0128
REV DESCRIPTION OF REVISIONS INI DATE DRAWN BY KWD 219-936-4221
From: 61374 .DFT - 09/23/96 15: 36 > 2018137A.DWG - 09/23/96 15: 32$i ENG. FILE NO. A- 1 12895 DRAWING NO. 201813-B
Printed: 09/24/96 08: 45 ARCHIVE 0-61374 PAGE 7 OF 8
BASE FLANGE MUST BE CENTERED IN PIER
WITHIN +/— 10% OF PIER DIAMETER .
L) c" Oo
O O
O O
O 0
0 O
39 . 00 " B . C . C/L
0 0
O
O
O
0 ^ c� 0 0
C/L
GROUTING OF MONOPOLE BASE IS OPTIONAL .
IF GROUT IS USED, DRAINAGE MUST BE
PROVIDED FROM THE INTERIOR OF POLE .
FOUNDATION PLATE P/N 118487 MUST BE SECURELY
DOUBLE—NUTTED TO ANCHOR BOLTS DURING CONCRETE
INSTALLATION AND MUST BE LEVEL +/— 1/8 " .
PLACE BASE FLANGE AS DEPICTED ABOVE .
8— 1/2 " SEE DRAWING # 118492—B .
A
TOP OF
FOUNDATION
ANCHOR BOLT P/N 123653 — 28 REQUIRED
DIAMETER= 1 . 00 " COLOR CODE= BLACK/GOLD
INSTALL WITH 8 . 5 " OF THREADS EXPOSED .
5 ' — 3— 1/2 "
/2/ V
PLATE P/N 118487 SECURELY DOUBLE—NUTTED TO ANCHOR
BOLTS USED AS EMBEDMENT PLATE IN CONCRETE .
TOWER ANCHOR STEEL PLACEMENT
\`\\`r��a u u m N u n n
�.:.Q�C1STE o tc�
•
No. 19500 86 -
1 STATE OF :Fr
So
SEP 24 1996
CELLULAR ONE OF INDIANAPOLIS
106TH (S COLLEGE #99, INDIANA
MP36 X 80 ' ANCHOR STEEL
APPROVED/ENG. MLH 09/23/1996 -Da
_UI1L O
APPROVED/FOUND. MLH 09/23/1996 1545 Pidco Dr.
A ADDED FOUNDATION PER SOIL REPORT MLH 09/23/1996 Plymouth, IN 46563-0128
REV DESCRIPTION OF REVISIONS INI DATE DRAWN BY KWD 219-936-4221
From: 61374.DFT - 09/23/96 15: 36 > 2018138A.DWG - 09/23/96 15: 32$i ENG. FILE NO. A- 112895 DRAWING NO. 201813-B
Printed: 09/24/96 08: 45 ARCHIVE 0--61374 PAGE 8 OF 8