HomeMy WebLinkAboutFt. Pierce, FL - Drawings<<w=175; h=175; n=BLANK - SIG; a=11>>
SITE NAME:
SITE NUMBER:
ATC PROJECT NUMBER:
SITE ADDRESS:
FORT PIERCE -
OMNIAMERICA
75123
OAA753661_C6_06
14101 W ANGLE RD
FORT PIERCE, FL 34945
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL
REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW
OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL
DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY
DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS
SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
TOWER.
DESCRIPTIONREV. DATEBY
ATC SITE NUMBER:
ATC SITE NAME:
SITE ADDRESS:
ATC JOB NO:
DRAWN BY:
APPROVED BY:
DATE DRAWN:
SHEET NUMBER: REVISION:
75123
FORT PIERCE - OMNIAMERICA
FLORIDA
14101 W ANGLE RD
FORT PIERCE, FL 34945
BJK
NOY
01/30/20
OAA753661_C6_06
G-001
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
COVER
0 FIRST ISSUE BJK 01/30/20
0
COMPLIANCE CODE
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS
ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. NOTHING IN THESE
PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE
CODES.
1. ANSI/TIA/EIA: STRUCTURAL STANDARDS (222-G EDITION)
2. INTERNATIONAL BUILDING CODE (2015 IBC) [FOR SPECIAL INSPECTION
REQUIREMENTS ONLY]
3. 6TH EDITION FLORIDA BUILDING CODE (2017)
PROJECT LOCATION
GEOGRAPHIC COORDINATES
LATITUDE: 27.46630278
LONGITUDE: -80.46502222
SHEET SHEET TITLE REV.
G-002 IBC GENERAL NOTES 0
G-003 SPECIAL INSPECTION CHECKLIST 0
G-004 REBAR LIST 0
C-101 DETAILED SITE PLAN 0
S-201 MODIFICATION PROFILE 0
S-501 FOUNDATION INSTALLATION DETAILS 0
S-502 FOUNDATION INSTALLATION DETAILS (CONT'D)0
S-601 GUY WIRE TENSION CHART 0
S-602 GUY WIRE RETENSIONING AND STANDARD SAFETY WIRE DETAILS 0
Z-501 GUY ANCHOR FENCE & GROUNDING DETAILS 0
PROJECT DESCRIPTION
THE MODIFICATIONS PRESENTED ON THESE DRAWINGS ARE BASED ON THE
RECOMMENDATIONS OUTLINED IN THE STRUCTURAL ANALYSIS COMPLETED
UNDER ENGINEERING PROJECT NUMBER OAA753661_C3_02 DATED 01/13/20.
SATISFACTORY COMPLETION OF THE WORK INDICATED ON THESE DRAWINGS
WILL RESULT IN THE STRUCTURE MEETING THE REQUIREMENTS OF THE
SPECIFICATIONS UNDER WHICH THE STRUCTURAL WAS COMPLETED.
PROJECT TEAM
TOWER OWNER
AMERICAN TOWER
10 PRESIDENTAL WAY
WOBURN, MA 01801
ENGINEERED BY
ATC TOWER SERVICES
3500 REGENCY PARKWAY, SUITE 100
CARY, NC 27518
CARRIER INFORMATION
CARRIER:HC2 HOLDINGS, INC.
CARRIER SITE NAME:WEST PALM BEACH,FL 2
CARRIER SITE NUMBER: 1031097-182904-WDOX-LD
VICINITY MAP LOCATION MAP
SITE LOCATION
440 FT GUYED TOWER MODIFICATIONS
WEST ANGLE RD
CO
D
Y
L
N
<<w=175; h=175; n=BLANK - SIG; a=11>>
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL
REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW
OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL
DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY
DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS
SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
TOWER.
DESCRIPTIONREV. DATEBY
ATC SITE NUMBER:
ATC SITE NAME:
SITE ADDRESS:
ATC JOB NO:
DRAWN BY:
APPROVED BY:
DATE DRAWN:
SHEET NUMBER: REVISION:
75123
FORT PIERCE - OMNIAMERICA
FLORIDA
14101 W ANGLE RD
FORT PIERCE, FL 34945
BJK
NOY
01/30/20
OAA753661_C6_06
G-002
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
IBC GENERAL NOTES
0 FIRST ISSUE BJK 01/30/20
0
MAXIMUM ALLOWABLE ANGLE CLIP
1.5 X L
MAX.
L
AREA OF ANGLE
TO BE CLIPPED
GENERAL
1. ALL WORK TO BE COMPLETED PER APPLICABLE LOCAL, STATE, FEDERAL CODES AND
ORDINANCES AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS FOR WIRELESS
TOWER SITES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND ABIDING BY
ALL REQUIRED PERMITS.
2. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED
CONTRACTORS EXPERIENCED IN TOWER AND FOUNDATION CONSTRUCTION.
3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF ANY
INSTALLATION INTERFERENCES. ALL NEW WORK SHALL ACCOMMODATE EXISTING
CONDITIONS. DETAILS NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL FOLLOW
SIMILAR DETAILS FOR THIS JOB.
4. ANY SUBSTITUTIONS SHALL CONFORM TO THE REQUIREMENTS OF THESE NOTES AND
SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL SUBSTITUTIONS
SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL
PRIOR TO FABRICATION.
5. ANY MANUFACTURED DESIGN ELEMENTS SHALL CONFORM TO THE REQUIREMENTS OF
THESE NOTES AND SPECIFICATIONS AND SHOULD BE SIMILAR TO THOSE SHOWN.
THESE DESIGN ELEMENTS MUST BE STAMPED BY AN ENGINEER PROFESSIONALLY
REGISTERED IN THE STATE OF THE PROJECT, AND SUBMITTED TO THE ENGINEER OF
RECORD FOR APPROVAL PRIOR TO FABRICATION.
6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL CODES AND OSHA SAFETY
REGULATIONS.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL
MISCELLANEOUS SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY, PER
ANSI/TIA-322 AND ANSI/ASSE A10.48, TO PROVIDE A COMPLETE AND STABLE
STRUCTURE AS SHOWN ON THESE DRAWINGS.
8. CONTRACTOR'S PROPOSED INSTALLATION SHALL NOT INTERFERE, NOR DENY ACCESS
TO, ANY EXISTING OPERATIONAL AND SAFETY EQUIPMENT.
STRUCTURAL STEEL
1. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM
TO THE AISC SPECIFICATIONS, LATEST EDITION.
2. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED
AFTER FABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR
BOLTS SHALL BE GALVANIZED PER ASTM A153 OR B695.
3. ALL U-BOLTS SHALL BE ASTM A36 OR EQUIVALENT, WITH LOCKING DEVICE, UNLESS
NOTED OTHERWISE.
4. FIELD CUT EDGES, EXCEPT DRILLED HOLES, SHALL BE GROUND SMOOTH.
5. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES & GROUND SURFACES WHERE
EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED
WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER
ASTM A780 AND MANUFACTURERS RECOMMENDATIONS.
6. ALL STRUCTURAL STEEL EMBEDDED IN THE CONCRETE SHALL BE APPLIED WITH (2)
BRUSHED COATS OF POLYGUARD CA-14 MASTIC OR EQUIVALENT. REFER TO THE
MANUFACTURER SPECIFICATIONS FOR SURFACE PREPARATION AND APPLICATION.
APPLICATION OF POLYGUARD 400 WRAP IS NOT ESSENTIAL.
7. CONTRACTOR SHALL PERFORM WORK ON ONLY ONE (1) TOWER FACE AND
REPLACE/REINFORCE ONE (1) BOLT/MEMBER AT A TIME.
8. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE
STANDARD HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE.
PAINT
1. AS REQUIRED, CLEAN AND PAINT PROPOSED STEEL ACCORDING TO FAA ADVISORY
CIRCULAR AC 70/7460-1L.
WELDING
1. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE
WITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1.
2. ALL WELDS SHALL BE INSPECTED VISUALLY. IF DIRECTED BY ENGINEER OF RECORD, 25% OF WELDS
SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE (100% IF REJECTABLE DEFECTS
ARE FOUND) TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY.
3. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR.
4. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER AND/OR BASE METAL, PER AWS D1.1,
UNLESS NOTED OTHERWISE.
5. IN CASES WHERE BASE METAL GRADE IS UNKNOWN, ALL WELDING ON LATTICE TOWERS SHALL BE
DONE WITH E70XX ELECTRODES; ALL WELDING ON POLE STRUCTURES SHALL BE DONE WITH E80XX
ELECTRODES, UNLESS NOTED OTHERWISE.
6. PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING 1/2"
BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND WELD INSPECTION IS COMPLETE, REPAIR ALL
GROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780
AND MANUFACTURERS RECOMMENDATIONS.
BOLT TIGHTENING PROCEDURE
1. STRUCTURAL CONNECTIONS TO BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RCSC
SPECIFICATIONS.
2. FLANGE BOLTS SHALL BE INSTALLED AND TIGHTENED USING DIRECT TENSION INDICATING (DTI)
SQUIRTER WASHERS. DTI SQUIRTER WASHERS ARE TO BE INSTALLED AND ORIENTED / TIGHTENED PER
MANUFACTURER SPECIFICATIONS TO ACHIEVE DESIRED LEVEL OF BOLT PRE-TENSION.
3. IN LIEU OF USING DTI SQUIRTER WASHERS, FLANGE BOLTS MAY BE TIGHTENED USING AISC / RCSC
"TURN-OF-THE-NUT" METHOD, PENDING APPROVAL BY THE ENGINEER OF RECORD (EOR). TIGHTEN
FLANGE BOLTS USING THE CHART BELOW:
BOLT LENGTHS UP TO AND INCLUDING FOUR DIAMETERS
BOLT LENGTHS OVER FOUR DIAMETERS BUT NOT EXCEEDING EIGHT DIAMETERS
4. SPLICE BOLTS SUBJECT TO DIRECT TENSION SHALL BE INSTALLED AND TIGHTENED AS PER SECTION
8.2.1 OF THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS", LOCATED IN
THE AISC MANUAL OF STEEL CONSTRUCTION. THE INSTALLATION PROCEDURE IS PARAPHRASED AS
FOLLOWS:
FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES AND TIGHTENED BY ONE OF THE
METHODS DESCRIBED IN SUBSECTION 8.2.1 THROUGH 8.2.4.
8.2.1 TURN-OF-NUT PRETENSIONING
BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG
TIGHT CONDITION AS DEFINED IN SECTION 8.1, UNTIL ALL THE BOLTS ARE SIMULTANEOUSLY
SNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATION
ALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF
ROTATION SPECIFIED ABOVE. DURING THE TIGHTENING OPERATION THERE SHALL BE NO
ROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESS
SYSTEMATICALLY.
5. ALL OTHER BOLTED CONNECTIONS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION AS DEFINED IN
SECTION 8.1 OF THE SPECIFICATION.
ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUE
DAMAGE TO THE THREADS. BOLTS SHALL BE PLACED IN ALL HOLES WITH WASHERS POSITIONED
AS REQUIRED AND NUTS THREADED TO COMPLETE THE ASSEMBLY. COMPACTING THE JOINT TO
THE SNUG-TIGHT CONDITION SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART
OF THE JOINT. THE SNUG-TIGHTENED CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A
FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN
ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT.
APPLICABLE CODES AND STANDARDS
1. ANSI/TIA: STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND
ANTENNA SUPPORTING STRUCTURES, 222-G EDITION.
2. 2015 INTERNATIONAL BUILDING CODE (FOR SPECIAL INSPECTION
REQUIREMENTS ONLY).
3. 6TH EDITION FLORIDA BUILDING CODE (2017)
4. ACI 318: AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE. REFERENCE LATEST APPROPRIATE EDITION TO
MATCH LOCAL AND/OR INTERNATIONAL BUILDING CODE(S) LISTED ABOVE.
5. CRSI: CONCRETE REINFORCING STEEL INSTITUTE, MANUAL OF STANDARD
PRACTICE, LATEST EDITION.
6. AISC: AMERICAN INSTITUTE OF STEEL CONSTRUCTION, MANUAL OF STEEL
CONSTRUCTION, LATEST EDITION.
7. AWS: AMERICAN WELDING SOCIETY D1.1, STRUCTURAL WELDING CODE,
LATEST EDITION.
SPECIAL INSPECTION
1. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER,
SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH IBC 2015,
SECTION 1704 AS REQUIRED BY PROJECT SPECIFICATIONS FOR THE FOLLOWING
CONSTRUCTION WORK:
a) STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELD ONLY)
b) HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 EXTENSION
FLANGE BOLTS TO BE TIGHTENED PER "TURN-OF-THE-NUT" METHOD)
2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO
THE BUILDING DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER IN
ACCORDANCE WITH IBC 2015, SECTION 1704, UNLESS THE FABRICATOR IS
APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT THE
SPECIAL INSPECTIONS.
<<w=175; h=175; n=BLANK - SIG; a=11>>
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL
REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW
OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL
DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY
DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS
SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
TOWER.
DESCRIPTIONREV. DATEBY
ATC SITE NUMBER:
ATC SITE NAME:
SITE ADDRESS:
ATC JOB NO:
DRAWN BY:
APPROVED BY:
DATE DRAWN:
SHEET NUMBER: REVISION:
75123
FORT PIERCE - OMNIAMERICA
FLORIDA
14101 W ANGLE RD
FORT PIERCE, FL 34945
BJK
NOY
01/30/20
OAA753661_C6_06
G-004
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
REBAR LIST
0 FIRST ISSUE BJK 01/30/20
0
BAR
SIZE
WEIGHT
STANDARD REBAR CHART
3 0.376 1 1/8" 1'-0"
4 0.668 1 1/2" 1'-6"
5 1.043 1 7/8"
6 1.502 2 1/4"
7 2.044 2 5/8"
8 2.670 3"
9 3.400 4 1/2"
10 4.303 5"
11 5.313 5 1/2"
2'-0"
2'-0"
2'-4"
2'-8"
3'-0"
3'-6"
4'-0"
BAR
DIAMETER
(in.)
0.375
0.500
0.625
0.750
0.875
1.000
1.128
1.270
1.410
MINIMUM
OVERLAP
LENGTHS
INSIDE
BEND
RADIUS
DRILLED
HOLE DIA.
1/2"
5/8"
3/4"
7/8"
1 1/8"
1 1/4"
1 3/8"
1 1/2"
1 5/8"
A
A
B
A D
B
C
B
C
C
A
AD
B
C
B
C
AD
INSIDE RADIUS
INSIDE RADIUS
INSIDE RADIUS
INSIDE RADIUS
GENERAL FOUNDATION AND CONSTRUCTION NOTES:
1. CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS.
2. MAXIMUM ALLOWED WATER/CEMENT RATIO = 0.45
3. REINFORCED CONCRETE CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ACI STANDARDS
318.
4. MINIMUM CONCRETE COVER OVER REBAR IS 3", OR AS NOTED.
5. BACKFILL SHALL BE SELECTED MATERIAL, WELL COMPACTED IN LAYERS NOT EXCEEDING 12".
6. BACKFILL SHALL BE PLACED SO AS TO PREVENT ACCUMULATION OF WATER AROUND THE FOUNDATION.
7. REINFORCING MATERIAL SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION A615.
8. ALL REBAR TO BE GRADE 60 (UNLESS NOTED OTHERWISE).
9. ALL REBAR (HORIZONTAL & VERTICAL) SHALL BE SECURELY WIRE TIED TO PREVENT DISPLACEMENT DURING
POURING OF CONCRETE.
10. GROUT ALL REBAR DOWELS INTO EXISTING FOUNDATION WITH HILTI HIT-RE 500 V3 EPOXY.
11. EMBEDDED STRUCTURAL ANCHOR STEEL SUPPLIED BY AMERICAN TOWER.
12. COLD CONSTRUCTION JOINTS TO BE THOROUGHLY CLEANED AND WETTED PRIOR TO SECOND POUR.
FOUNDATION AND ANCHOR TOLERANCES:
ALL TOWERS:
1. CONCRETE DIMENSIONS: PLUS OR MINUS 1"
2. DEPTH OF FOUNDATION: PLUS 3" OR MINUS 0"
3. DRILLED FOUNDATIONS OUT OF PLUMB: 1.0 DEGREE
4. REINFORCING STEEL PLACEMENT: PLUS OR MINUS 1/2" INCLUDING CONCRETE COVER
5. PROJECTIONS OF EMBEDMENTS: PLUS OR MINUS 1/4"
6. VERTICAL EMBEDMENTS OUT OF PLUMB: 1.0 DEGREE
7. SEE CHART BELOW FOR THE MINIMUM OVERLAP LENGTHS OF REBARS IF REQUIRED.
SELF-SUPPORT TOWERS:
8. FACE SPREAD DIMENSION CENTER TO CENTER OF ANCHOR BOLT CIRCLES: PLUS OR MINUS 1/8" PER 5'-0" OF
FACE SPREAD
9. MAXIMUM DISTANCE FROM CENTERLINE OF ANCHOR BOLT TO CENTERLINE OF FOUNDATION: 1/24TH OF PIER
DIAMETER UP TO A MAXIMUM OF 2"
10. MAXIMUM DIFFERENCE BETWEEN ANY TWO FOUNDATION ELEVATIONS: 2"
11. ANCHOR BOLT SPACING: PLUS OR MINUS 1/8"
12. ANCHOR BOLT CIRCLE ORIENTATION : PLUS OR MINUS 0.5 DEGREES
13. ANCHOR BOLT CIRCLE DIAMETER: PLUS OR MINUS 1/8"
GUYED TOWERS:
14. GUY RADIUS: PLUS OR MINUS 3% OF TOWER HEIGHT
15. ANCHOR ELEVATION: 3% OF TOWER HEIGHT ABOVE OR BELOW TOWER BASE. IF ELEVATIONS OF ANCHORS
VARY BY MORE THAN 3%, ANCHOR RADIUS IS TO BE CHANGED TO KEEP THE ANCHOR LOCATED ON THE GUY
FORCE RESULTANT. CALL AMERICAN TOWER FOR ASSISTANCE IF REQUIRED.
16. ANCHOR ALIGNMENT: (PERPENDICULAR TO GUY RADIUS): PLUS OR MINUS 1 DEGREE.
17. ANCHOR ROD SLOPE: PLUS OR MINUS 1 DEGREE
18. ANCHOR ROD ALIGNMENT: TOWARDS TOWER CENTER POINT, PLUS OR MINUS 0.25 DEGREE
19. GUY ANCHOR HEAD SIDES VERTICAL: PLUS OR MINUS 1 DEGREE.
<<w=175; h=175; n=BLANK - SIG; a=11>>
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
0D2908-SM4X15STUD0D2908-SM4X15STUD M6X200C8112A-S
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL
REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW
OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL
DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY
DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS
SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
TOWER.
DESCRIPTIONREV. DATEBY
ATC SITE NUMBER:
ATC SITE NAME:
SITE ADDRESS:
ATC JOB NO:
DRAWN BY:
APPROVED BY:
DATE DRAWN:
SHEET NUMBER: REVISION:
75123
FORT PIERCE - OMNIAMERICA
FLORIDA
14101 W ANGLE RD
FORT PIERCE, FL 34945
BJK
NOY
01/30/20
OAA753661_C6_06
C-101
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
DETAILED SITE PLAN
0 FIRST ISSUE BJK 01/30/20
0
LEGEND
GROUNDING TEST WELL
AV, A/V AIR VENT
ATS AUTOMATIC TRANSFER SWITCH
B BOLLARD
C CABINET
CS COAX SHROUD
CSC CELL SITE CABINET
D DISCONNECT
E ELECTRICAL
F FIBER
GEN GENERATOR
G GENERATOR RECEPTACLE
HH, V HAND HOLE, VAULT
HFC HYDROGEN FUEL CELL
HSM HYDROGEN STORAGE MATERIAL
IB ICE BRIDGE
K KENTROX BOX
LC LIGHTING CONTROL
LPG LIQUID PROPANE GAS
M METER
OHW OVERHEAD WIRE
P POWER
PB PULL BOX
PP POWER POLE
T TELCO
TRN TRANSFORMER
PROPERTY LINE
ADJACENT PROPERTY LINE
LEASE AREA
EASEMENT
WOOD FENCE
WIRE FENCE
METAL FENCE
GUARD RAIL
CHAINLINK FENCE
ROAD (DIRT)
ROAD (STONE)
ROAD (PAVED)
*
*
*
o
X
0 10' 20'
SCALE: 1"=10' (11X17)
1"=5' (22X34)
<<w=175; h=175; n=BLANK - SIG; a=11>>
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL
REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW
OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL
DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY
DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS
SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
TOWER.
DESCRIPTIONREV. DATEBY
ATC SITE NUMBER:
ATC SITE NAME:
SITE ADDRESS:
ATC JOB NO:
DRAWN BY:
APPROVED BY:
DATE DRAWN:
SHEET NUMBER: REVISION:
75123
FORT PIERCE - OMNIAMERICA
FLORIDA
14101 W ANGLE RD
FORT PIERCE, FL 34945
BJK
NOY
01/30/20
OAA753661_C6_06
S-201
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
MODIFICATION PROFILE
0 FIRST ISSUE BJK 01/30/20
0
HC2 HOLDINGS, INC.
EL: 390.0' [PROPOSED]
EL: 0.0'
[BOTTOM OF STRUCTURE]
FW: 3.5'
TOWER ELEVATION VIEW
EL: 440.0'
[TOP OF STRUCTURE]
NOTE:
CONTACT AMERICAN TOWER FIELD OPERATIONS WHEN EXISTING
EQUIPMENT INTERFERES WITH INSTALLATION OF MODIFICATIONS. ONCE
APPROVED, EXISTING EQUIPMENT MAY BE TEMPORARILY MOVED DURING
INSTALLATION & REINSTALLED TO THE ORIGINAL HEIGHT & LOCATION BY
CONTRACTOR POST COMPLETION OF MODIFICATIONS.
R = 295.0'
COAX DISTRIBUTION
PLUMB AND TENSION NOTES:
1. PLUMB AND TENSION TOWER UPON THE COMPLETION OF ANY OTHER REQUIRED STRUCTURAL
MODIFICATIONS DETAILED IN THE MODIFICATION PACKAGE. REFER TO GUY WIRE TENSION CHART
FOR REQUIRED GUY WIRE TENSION VALUES.
2. NOTIFY ATC ENGINEERING PRIOR TO RETENSIONING IF THE GUY ANCHOR DROP, RISE OR RADIUS
EXCEEDS 15 FT AT ANY GUY ANCHOR LOCATION OR IF ANY GUY WIRE SIZE DIFFERS FROM THOSE
STATED IN THESE DRAWINGS.
3. RETENSIONING OF EXISTING GUY WIRES SHALL BE PERFORMED AT A TIME WHEN THE WIND VELOCITY
IS LESS THAN 10 MPH AT GROUND LEVEL AND WITH NO ICE ON THE STRUCTURE AND THE GUY WIRES.
4. PLUMB THE TOWER WHILE RETENSIONING THE EXISTING GUY WIRES. THE HORIZONTAL DISTANCE
BETWEEN THE VERTICAL CENTERLINES AT ANY TWO ELEVATIONS SHALL NOT EXCEED 0.25% OF THE
VERTICAL DISTANCE BETWEEN THE TWO ELEVATIONS (EXAMPLE, NOT TO EXCEED 0.6 INCHES FOR 20
FEET VERTICAL DISTANCE).
5. THE TWIST BETWEEN ANY TWO ELEVATIONS SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET. THE
MAXIMUM TWIST OVER THE STRUCTURE HEIGHT SHALL NOT EXCEED 5 DEGREES.
6. SEE "GUY WIRE RETENSIONING AND STANDARD SAFETY WIRE DETAILS" SHEET FOR ACCEPTABLE GUY
WIRE TERMINATION EXTENSION, IF REQUIRED.
7. INSTALL / REINSTALL THE GUY ANCHOR SAFETY WIRE AS SHOWN ON THE "GUY WIRE RETENSIONING
AND STANDARD SAFETY WIRE DETAILS" SHEET.
8. FOR GUY WIRE REPLACEMENT, PROVIDE TEMPORARY GUYING TO SECURE TOWER. CONTRACTOR TO
ONLY REPLACE (1) GUY WIRE AT A TIME.
HC2 HOLDINGS, INC.
PROPOSED
(1) 1 5/8" COAX
INSTALLED ON TOWER
FACE WITH LEAST AMOUNT
OF EXISTING COAX
RETENSION EXISTING 1/2" EHS GUY WIRE
EL: 70.0' / I.T. = 10% BREAKING STRENGTH
RETENSION EXISTING 5/8" EHS GUY WIRE
EL: 140.0' / I.T. = 10% BREAKING STRENGTH
RETENSION EXISTING 1/2" EHS GUY WIRE
EL: 210.0' / I.T. = 10% BREAKING STRENGTH
RETENSION EXISTING 9/16" EHS GUY WIRE
EL: 280.0' / I.T. = 10% BREAKING STRENGTH
RETENSION EXISTING 3/4" BS GUY WIRE
EL: 350.0' / I.T. = 10% BREAKING STRENGTH
RETENSION EXISTING 3/4" BS GUY WIRE
EL: 420.0' / I.T. = 10% BREAKING STRENGTH
EL: 20.0'
SECTION 1
EL: 40.0'
SECTION 2
EL: 60.0'
SECTION 3
EL: 80.0'
SECTION 4
EL: 100.0'
SECTION 5
EL: 120.0'
SECTION 6
EL: 140.0'
SECTION 7
EL: 160.0'
SECTION 8
EL: 180.0'
SECTION 9
EL: 200.0'
SECTION 10
EL: 220.0'
SECTION 11
EL: 240.0'
SECTION 12
EL: 260.0'
SECTION 13
EL: 280.0'
SECTION 14
EL: 300.0'
SECTION 15
EL: 320.0'
SECTION 16
EL: 340.0'
SECTION 17
EL: 360.0'
SECTION 18
EL: 380.0'
SECTION 19
EL: 400.0'
SECTION 20
EL: 420.0'
SECTION 21
SECTION 22
INSTALL FOUNDATION PIER COLLAR
AT EACH GUY ANCHOR
[12'-0" X 12'-0" X 3'-6"]
FROM EL: -2.5' TO 1.0'. SEE SHEETS
S-501 & S-502 FOR INSTALLATION DETAILS.
XX
This portion can be permitted
at a later date
The plumb & tension and
Anchor collar reinforcement
is what is needed as soon
as we can do it.
<<w=175; h=175; n=BLANK - SIG; a=11>>
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL
REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW
OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL
DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY
DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS
SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
TOWER.
DESCRIPTIONREV. DATEBY
ATC SITE NUMBER:
ATC SITE NAME:
SITE ADDRESS:
ATC JOB NO:
DRAWN BY:
APPROVED BY:
DATE DRAWN:
SHEET NUMBER: REVISION:
75123
FORT PIERCE - OMNIAMERICA
FLORIDA
14101 W ANGLE RD
FORT PIERCE, FL 34945
BJK
NOY
01/30/20
OAA753661_C6_06
S-501
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
FOUNDATION
INSTALLATION DETAILS
0 FIRST ISSUE BJK 01/30/20
0
PLAN VIEW
TYPICAL FOUNDATION INSTALLATION DETAIL
295'-0" (TYP.)
PLAN VIEW
(NOT TO SCALE)
12
0
°
(T
Y
P
.
)
PROPOSED
FOUNDATION PIER COLLAR
(TYP.)
TO CENTER
OF TOWER
12'-0"
1'-0"
(TYP. OF
3 SIDES)
(10) EQUAL SPACES @ 12" = 10'-0"
(TYP. OF 3 SIDES)
3" CLR
(TYP.)
1'-0"
(TYP. OF
3 SIDES)
3" CLR
(TYP.)
12
'
-
0
"
1'
-
0
"
(4
)
E
Q
U
A
L
S
P
A
C
E
S
@
1
2
"
=
4
'
-
0
"
3"
C
L
R
(T
Y
P
.
)
3"
C
L
R
(T
Y
P
.
)
6"
1'
-
0
"
1'
-
0
"
(4
)
E
Q
U
A
L
S
P
A
C
E
S
@
1
2
"
=
4
'
-
0
"
6"
9" MIN
EMBED.
(TYP.)
B BA
A
PROPOSED
FOUNDATION PIER COLLAR
#6 X 11'-6"
REBAR
(TYP. TOP AND BTM
SEE NOTE 2.)
[24 TOTAL PER ANCHOR]
#6 X 4'-6"
DOWEL
(TYP. TOP AND BTM
SEE NOTE 3.)
[26 TOTAL PER ANCHOR]
#6 X 3'-10 1/2"
REBAR
(TYP. TOP AND BTM)
[16 TOTAL PER ANCHOR]
NOTES:
1. SEE SHEET S-502 FOR SECTION DETAILS "A-A" AND "B-B".
2. FIELD TRIM REBAR AS NECESSARY TO MAINTAIN 3" CLR FROM EXISTING GUY ANCHOR HEAD.
3. FIELD TRIM DOWELS TO MAINTAIN 3" CLR FROM EDGE OF PROPOSED FOUNDATION PIER COLLAR.
3. CONTRACTOR NOT TO BURY ANY OF EXISTING GUY PULL-OFFS ON ANCHOR HEAD.
4. EXISTING ANCHOR FENCING TO BE REMOVED PRIOR TO PROPOSED FOUNDATION PIER COLLAR
INSTALLATION. INSTALL NEW ANCHOR FENCING ONCE INSTALLATION IS COMPLETE. SEE SHEET
Z-501 FOR INSTALLATION DETAILS.
5. CONCRETE FOUNDATION PIER COLLAR TO BE INSTALLED AROUND (3) EXISTING PIER FOUNDATIONS.
TOTAL CONCRETE REQUIRED: 50± CUBIC YARDS.
6. FOR REBAR LIST/FOUNDATION NOTES SEE SHEET G-004.
7. CONCRETE COVER OVER REBAR 3" MIN. (TYP.) U.N.O.
8. CONCRETE COMPRESSIVE STRENGTH @ 28 DAYS = 4500 PSI.
9. SEE SHEET G-004 FOR DOWEL DRILLED HOLE SIZES. DO NOT CUT REBAR IN EXISTING FOUNDATION.
10. DRILLED HOLES SHALL BE FREE OF MOISTURE, DEBRIS AND LAITANCE.
11. GROUT DOWELS INTO EXISTING FOUNDATION WITH HILTI HIT-RE 500 V3 EPOXY.
12. REMOVE ALL LOOSE CONCRETE FROM EXISTING FOUNDATION PIER AND PAD PRIOR TO POURING
NEW CONCRETE.
13. CRACKS & BROKEN CONCRETE TO BE CLEANED WITH BUSH HAMMER OR SANDBLASTING. AFTER
CLEANING, ALL CRACKS TO BE ROUTED TO 3/8" - 1/2" WIDE & 1/4" DEEP WITH GRINDER. INJECT
CRACKS WITH SIKADUR® 35 HI-MOD LV EPOXY AFTER ROUTING. PATCH IS THEN TO BE GROUTED
FLUSH TO EXISTING FOUNDATION WITH HIGH STRENGTH NON-SHRINK GROUT.
14. COAT INTERFACE OF NEW AND EXISTING CONCRETE AND COLD JOINTS WITH SIKADUR 32® HI-MOD
LPL BONDING AGENT OR APPROVED EQUIVALENT, PRIOR TO POURING NEW CONCRETE. ADDITIONAL
SIKADUR 32® HI-MOD LPL BONDING AGENT MAY BE REQUIRED TO ACCOMMODATE FIELD
CONDITIONS.
15. PRIOR TO INSTALLATION, REMOVE ORGANICS AND DELETERIOUS MATERIAL. COMPACT AREA
UNDER PROPOSED FOUNDATION PIER COLLAR IN ACCORDANCE WITH ATC CONSTRUCTION SPEC.
SECTION 312000.
16. CONCRETE, REBAR, AND FORM WORK SHALL BE IN ACCORDANCE WITH ATC CONSTRUCTION SPEC.
SECTION 033000.
17. FOUNDATION DESIGN BASED UPON GEOTECHNICAL REPORT BY: DELTA OAKS GROUP, DELTA OAKS
GROUP PROJECT GEO20-05594-05, DATED JANUARY 7, 2020.
<<w=175; h=175; n=BLANK - SIG; a=11>>
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL
REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW
OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL
DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY
DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS
SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
TOWER.
DESCRIPTIONREV. DATEBY
ATC SITE NUMBER:
ATC SITE NAME:
SITE ADDRESS:
ATC JOB NO:
DRAWN BY:
APPROVED BY:
DATE DRAWN:
SHEET NUMBER: REVISION:
75123
FORT PIERCE - OMNIAMERICA
FLORIDA
14101 W ANGLE RD
FORT PIERCE, FL 34945
BJK
NOY
01/30/20
OAA753661_C6_06
S-502
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
FOUNDATION
INSTALLATION DETAILS
(CONT'D)
0 FIRST ISSUE BJK 01/30/20
0
GRADE
9"
3'
-
6
"
6"
C
L
R
2'
-
6
"
6"
C
L
R
GRADE
3" CLR
(TYP.)
1'-0"
(TYP.)
(4) EQUAL SPACES @ 12" = 4'-0"
(TYP.)
6"
(TYP.)
1'-0"
(TYP.)
12'-0"
1'-0"
(TYP.)
(4) EQUAL SPACES @ 12" = 4'-0"
(TYP.)
6"
(TYP.)3" CLR
(TYP.)
SECTION "A-A"
TYPICAL DETAIL
SECTION "B-B"
TYPICAL DETAIL
(EXISTING ANCHOR HEAD
NOT SHOWN FOR CLARITY)
3'
-
6
"
6"
C
L
R
2'
-
6
"
6"
C
L
R
3" CLR
(TYP.)
1'-0"
(TYP.)
(10) EQUAL SPACES @ 12" = 10'-0"
(TYP.)
12'-0"
1'-0"
(TYP.)3" CLR
(TYP.)
PROPOSED
FOUNDATION
PIER COLLAR
PROPOSED
FOUNDATION
PIER COLLAR
#6 X 4'-6"
DOWEL
(TYP.)
[26 TOTAL PER ANCHOR]
#6 X 3'-10 1/2"
REBAR
(TYP. TOP AND BTM)
[16 TOTAL PER ANCHOR]
#6 X 11'-6"
REBAR
(TYP. TOP AND BTM
SEE NOTE 2.)
[24 TOTAL PER ANCHOR]
#6 X 4'-6"
DOWEL
(TYP.)
[26 TOTAL PER ANCHOR]
#6 X 3'-10 1/2"
REBAR
(TYP. TOP AND BTM)
[16 TOTAL PER ANCHOR]
#6 X 11'-6"
REBAR
(TYP. TOP AND BTM
SEE NOTE 2.)
[24 TOTAL PER ANCHOR]
9"
<<w=175; h=175; n=BLANK - SIG; a=11>>
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL
REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW
OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL
DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY
DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS
SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
TOWER.
DESCRIPTIONREV. DATEBY
ATC SITE NUMBER:
ATC SITE NAME:
SITE ADDRESS:
ATC JOB NO:
DRAWN BY:
APPROVED BY:
DATE DRAWN:
SHEET NUMBER: REVISION:
75123
FORT PIERCE - OMNIAMERICA
FLORIDA
14101 W ANGLE RD
FORT PIERCE, FL 34945
BJK
NOY
01/30/20
OAA753661_C6_06
S-601
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
GUY WIRE TENSION CHART
0 FIRST ISSUE BJK 01/30/20
0
NOTES:
THE MAXIMUM DEVIATION FROM THE DESIGN INITIAL TENSIONS ARE:
1. ±10% FOR GUYS < 1" DIAMETER, OF THE INITIAL TENSIONS SPECIFIED ON
THIS TEMPERATURE/TENSION CHART.
2. ±5% FOR GUYS > 1" DIAMETER, OF THE INITIAL TENSIONS SPECIFIED ON
THIS TEMPERATURE/TENSION CHART.
<<w=175; h=175; n=BLANK - SIG; a=11>>
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL
REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW
OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL
DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY
DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS
SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
TOWER.
DESCRIPTIONREV. DATEBY
ATC SITE NUMBER:
ATC SITE NAME:
SITE ADDRESS:
ATC JOB NO:
DRAWN BY:
APPROVED BY:
DATE DRAWN:
SHEET NUMBER: REVISION:
75123
FORT PIERCE - OMNIAMERICA
FLORIDA
14101 W ANGLE RD
FORT PIERCE, FL 34945
BJK
NOY
01/30/20
OAA753661_C6_06
S-602
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
GUY WIRE RETENSIONING
AND STANDARD SAFETY
WIRE DETAILS
0 FIRST ISSUE BJK 01/30/20
0
STANDARD GUY WIRE HARDWARE
HA
R
D
W
A
R
E
Van Beest Green Pin® G-6315
OR Crosby® HG-227 ®
Van Beest® E-6120
OR Crosby® G-414
Van Beest Green Pin® G-5263
OR Crosby® G-2130A
SIZE U.T.S. W.L. SIZE PIN Ø SIZE SIZE SIZE SIZE PIN Ø
3/16" EHS 4.0 K 2.0 K 5/8 X 12 1/2" 3/16" 3/16" 3/8" HVY 5/8" 3/4"
1/4" EHS 6.7 K 3.3 K 5/8 X 12 1/2" 1/4" 1/4"3/8" HVY 5/8"3/4"
5/16" EHS 11.2 K 5.6 K 5/8 X 12 1/2" 5/16" 5/16" 3/8" HVY 5/8" 3/4"
3/8" EHS 15.4 K 7.7 K 3/4 X 18 5/8" 3/8" 3/8" 1/2" HVY 5/8" 3/4"
7/16" EHS 20.8 K 10.4 K 3/4 X 18 5/8" 7/16" 7/16" 1/2" HVY 5/8" 3/4"
1/2" EHS 26.9 K 13.5 K 7/8 X 18 3/4" 1/2" 1/2" 5/8" HVY 5/8" 3/4"
9/16" EHS 35.0 K 17.5 K 1 1/4 X 24 1 1/8" 9/16" 9/16" 3/4" HVY 5/8" 3/4"
5/8" EHS 42.4 K 21.2 K 1 1/4 X 24 1 1/8" 5/8" 5/8" 3/4" HVY 3/4" 7/8"
11/16" EHS 50.0 K 25.0 K 1 1/4 X 24 1 1/8" 11/16" 11/16" 7/8" HVY 3/4" 7/8"
3/4" EHS 58.3 K 25.7 K 1 1/4 X 24 1 1/8" 3/4" 3/4"1" HVY 3/4" 7/8"
7/8" EHS 79.7 K 39.9 K 1 1/2 X 24 1 3/8" 7/8" 7/8" 1 1/8" HVY 7/8" 1"
1" EHS 104.5 K 52.3 K 1 1/2 X 24 1 3/8"1" 1"1 1/8" HVY 1"1 1/8"
1/2" BS 30.0 K 15.0 K 7/8 X 18 3/4" 1/2" 1/2" 5/8" HVY 5/8" 3/4"
9/16" BS 38.0 K 19.0 K 7/8 X 18 3/4" 9/16" 9/16" 5/8" HVY 5/8" 3/4"
5/8" BS 48.0 K 24.0 K 1 1/4 X 24 1 1/8" 5/8" 5/8" 3/4" HVY 5/8" 3/4"
11/16" BS 58.0 K 29.0 K 1 1/4 X 24 1 1/8" 11/16" 11/16" 7/8" HVY 3/4" 7/8"
3/4" BS 68.0 K 34.0 K 1 1/4 X 24 1 1/8" 3/4" 3/4" 1" HVY 3/4" 7/8"
13/16" BS 80.0 K 40.0 K 1 1/2 X 24 1 3/8" 13/16" 13/16" 1" HVY 7/8" 1"
7/8" BS 92.0 K 46.0 K 1 1/2 X 24 1 3/8" 7/8" 7/8" 1 1/8" HVY 7/8" 1"
15/16" BS 108.0 K 54.0 K 1 3/4 X 24 1 5/8" 15/16" 15/16" 1 1/8" HVY 1" 1 1/8"
5 THREADS,
MINIMUM
DEAD END GRIP INSTALL SHACKLE
INSTALL SHACKLE
ANCHOR HEAD PLATE
THIMBLE
GUY WIRE TAIL
DEAD END SLEEVE
5 THREADS,
MINIMUM
ALLOWED GUY WIRE TERMINATION MODIFICATION TO RETENSION GUY WIRES
SEIZING WIRE INSTALLATION
TYPICAL DETAIL
GUY WIRE 18 GAGE
SEIZING WIRE
SEE NOTES 2 & 3SEE NOTE 1
GUY WIRE 18 GAGE
SEIZING WIRE
TYPICAL SAFETY WIRE INSTALLATION
DETAIL W/O SHACKLES
TYPICAL SAFETY WIRE INSTALLATION
DETAIL W/ SHACKLES
3/8" EHS
SAFETY WIRE
(20 FT)
(2) WIRE ROPE CLIPS, 3/8"
THREAD SAFETY WIRE THROUGH
ALL THIMBLES, TURNBUCKLE BODY
AND JAW ENDS THEN FASTEN LOOP
WITH (2) 3/8" WIRE ROPE CLIPS.
3/8" EHS
SAFETY WIRE
(20 FT)
(2) WIRE ROPE CLIPS, 3/8"
THREAD SAFETY WIRE THROUGH
ALL THIMBLES, TURNBUCKLE BODY
AND JAW ENDS THEN FASTEN LOOP
WITH (2) 3/8" WIRE ROPE CLIPS.
SEIZING WIRE INSTALLATION:
1. LAY ONE END OF THE SEIZING WIRE IN THE GROOVE BETWEEN TWO STRANDS IN THE GUY
WIRE AND WRAP THE OTHER END TIGHTLY OVER THE PORTION IN THE GROOVE.
2. CONTINUE TWISTING WITH PLIERS TO TAKE UP SLACK AND TIGHTEN. WRAP SEIZING WIRE
AROUND GUY WIRE FOR A WIDTH EQUAL TO THE GUY WIRE DIAMETER.
3. WRAP SEIZING WIRE TIGHTLY AGAINST SERVING, WINDING TWISTED WIRE INTO KNOT
BEFORE CUTTING OFF ENDS OF THE WIRE. POUND KNOT SNUGLY AGAINST THE GUY WIRE.
INSTALL LONGER
TURNBUCKLE
NOTES:
1. TO OBTAIN CORRECT GUY WIRE TENSIONS, IT MAY BE NECESSARY TO REPLACE
THE DEAD END GRIP (PREFORM) OF SOME GUY WIRES DUE TO EXISTING
OVER-CONTRACTED TURNBUCKLES.
2. IF EXISTING TURNBUCKLE IS ALREADY FULLY EXTENDED, THE COMBINATION OF
SHACKLES AND A LONGER TURNBUCKLE AS SHOWN MAY BE USED TO PROVIDE
REQUIRED ADJUSTMENT. ALTERNATIVELY, IF THE EXISTING GUY WIRE TAIL IS
LONG ENOUGH, THE DEAD END GRIP (PREFORM) MAY BE REINSTALLED TO
INCREASE THE OVERALL LENGTH OF THE GUY WIRE.
3. IF REMOVAL OF EXISTING DEAD END GRIP (PREFORM) IS REQUIRED, IT CANNOT
BE REUSED.
4. IF EXISTING GUY WIRE GROUNDING IS REMOVED DURING MODIFICATION
INSTALLATION, IT MUST BE RECONNECTED AFTER THE COMPLETION OF THE
TOWER MODIFICATIONS. IF ORIGINAL GROUNDING IS BROKEN OR DAMAGED AND
CANNOT BE RECONNECTED, GUY WIRE GROUNDING IS TO BE REPAIRED OR
REPLACED.
GUY WIRE
<<w=175; h=175; n=BLANK - SIG; a=11>>
THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION
AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY
OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE
RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH
RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL
REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW
OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL
DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY
DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS
SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN
TOWER.
DESCRIPTIONREV. DATEBY
ATC SITE NUMBER:
ATC SITE NAME:
SITE ADDRESS:
ATC JOB NO:
DRAWN BY:
APPROVED BY:
DATE DRAWN:
SHEET NUMBER: REVISION:
75123
FORT PIERCE - OMNIAMERICA
FLORIDA
14101 W ANGLE RD
FORT PIERCE, FL 34945
BJK
NOY
01/30/20
OAA753661_C6_06
Z-501
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
GUY ANCHOR
FENCE & GROUNDING DETAILS
0 FIRST ISSUE BJK 01/30/20
0
ELEVATION VIEW
ANCHOR GROUNDING DETAIL
PLAN VIEW
GUY ANCHOR GROUNDING DETAIL
ELEVATION VIEW
GUY ANCHOR FENCE DETAIL
6'
-
0
"
(T
Y
P
.
)
1'-0"
(TYP.)
6'
-
0
"
(T
Y
P
.
)
15
'
-
0
"
M
I
N
.
TO
B
O
T
T
O
M
G
U
Y
2'
-
0
"
M
I
N
.
TO
B
T
M
G
U
Y
8'-0" MAX
(TYP.)
FENCE POSTS
CONCRETE
FOUNDATION
(4000 PSI)
LINE POSTS W/
CONCRETE FOUNDATION
(4000 PSI)
[SEE NOTE]
PIPE CAP
(TYP.)
4" HOT DIPPED
GALVANIZED PIPE
(TYP.)
[PAINT YELLOW (WITH REFLECTIVE
PAINT WHEN NO FENCING REQ.)]
3'
-
6
"
(T
Y
P
.
)
3'-0"
FINISHED
GRADE
FORK LATCH WITH
COMBINATION
LOCK
1" GAP BETWEEN
FINISH GRADE AND
BOTTOM OF GATE
4'-0" WIDE
MAN GATE
NOTES:.
1. REPLACEMENTS TO MATCH EXISTING FOOTPRINT, TYPE AND HEIGHT
UNLESS NOTED OTHERWISE BY THE CM.
2. 8" MAX BEND RADIUS FOR GROUND CONDUCTORS.
3. ANCHOR FENCING POSTS MAY BE FIELD CUT TO FACILITATE
INSTALLATION ON FOUNDATION USING FENCING POST FLANGES OR
SIMILAR CONNECTION AS SHOWN IN DETAIL "A". CONTRACTOR TO
FIELD DETERMINE AND PROVIDE ALL MATERIALS AND HARDWARE
NECESSARY FOR FENCE POST FLANGE INSTALLATION.
3'-0"
10'-0"
ELEVATION VIEW
GUY ANCHOR GATE DETAIL
1'-0"
(TYP.)POST
(TYP.)
FENCE
PAD AND PIER
FOUNDATION
ANCHOR ROD
FINISHED GRAVEL
BASE W/ WEED BARRIER
FAN PLATE
GUY WIRE
5/8"Ø X 10'-0"
GALVANIZED
GROUND ROD
(TYP.)
2' MIN.
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
1/2" CROWN
FOR DRAINAGE
5'-0"
GUYED TOWER
GUY WIRES
2" X 2" 9 GA.
FENCE FABRIC
1 1/4"Ø RAIL
(TYP.)
FAN PLATE
2"Ø IN-LINE
POST (TYP.)
FINISHED
GRADE
3/16" X 3/4"
STRETCHER BAR
AT CORNER AND
GATE POSTS
2 1/2"Ø CORNER
POST
PAD AND PIER
FOUNDATION
GUY ANCHOR WEED BARRIER 3/8"Ø TRUSS ROD
WITH TURNBUCKLE AT
CORNERS AND GATE
30
"
M
I
N
.
O
R
6"
B
E
L
O
W
FR
O
S
T
D
E
P
T
H
FINISHED
GRADE
DEAD END SLEEVE
(REQUIRED ON ALL
DEAD END GRIPS)
DEAD END GRIP & THIMBLE
(TYP.)
3/8" EHS SAFETY WIRE (15'-0") TO BE
RUN IN FIGURE 8 THROUGH ALL
THIMBLES, TURNBUCKLE BODIES
AND JAW ENDS. SECURE LOOP TO
SELF WITH (2) 3/8" WIRE ROPE CLIPS.
FAN PLATE
2' MIN.
#2 SOLID, BARE,
TINNED COPPER
GROUNDING CONDUCTOR
(TYP.)
EXOTHERMIC WELD
(TYP. AT ALL
GROUNDING RODS)
5/8"Ø X 10'-0" GALVANIZED
GROUND ROD
(TYP.)
MECHANICAL CONNECTION
LISTED FOR APPLICATION
PAD AND PIER
FOUNDATION
DETAIL "A"
TYPICAL FENCING POST FLANGE
ANCHOR PER NOTE 3
& DETAIL "A"
POINT OF
DAYLIGHT