HomeMy WebLinkAboutPLANS1
AMERICAN TOWER°
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
5110 = ANGLE ROAD, FLORIDA
300 FT SELF SUPPORT TOWER MODIFICATIONS
AS -BUILT SIGN -OFF
DESCRIPTION
SIGNATURE
DATE
CONTRACTOR NAME
CONTRACTOR REPRESENTATIVE (PRINT NAME)
CONTRACTOR REPRESENTATVE (SIGNATURE)
REDEVELOPMENT P.M. (PRINT NAME)
REDEVELOPMENT P.M. (SIGNATURE)
SC B1NED
St. Lucie County
L rk'�I,Ia1L,
FP0XT
CMR SIDEa
FEAR
THESE PLANS AND ALL PROP0880 W.OAK
ARE SUBJECT TO ANY CORR6CT:ONu
REQUIRED BY FIELD [NSPECWMs THAT
M4Y BE NECE980Y IN O;B M To
=iPL1' WITH H ALL APPLICABLE CODES.
BY, LUCIE COUN9V
BUILDING DIVISION
FORT
REVIEWED BY
MUST BE KEPT O'N JOB OR
NO INSPECTION WILL BE MADE
PROJECT SUMMARY
PROJECT DESCRIPTION
SHEET
SHEET TITLE
REV.
ATC PROJECT NUMBER: 63412935
CUSTOMER: T-MOBILE
CUSTOMER SITE NUMBER: A2P0048A
THE MODIFICATIONS PRESENTED ON THESE DRAWINGS
ARE BASED ON THE RECOMMENDATIONS OUTLINED IN THE
STRUCTURAL ANALYSIS COMPLETED UNDER ENGINEERING
PROJECT NUMBER 63412922 DATED 08/20/15.
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.
B-1
BILL OF MATERIALS
0
IGN
IBC GENERAL NOTES
0
SIC
SPECIAL INSPECTION CHECKLIST
0
q_1
MODIFICATION PROFILE
0
A-2
HIP BRACE INSTALLATION DETAILS
0
A_2A
HIP BRACE INSTALLATION DETAILS
0
F-1
HIP BRACE FABRICATION DETAILS
0
CUSTOMER SITE NAME: ATC WOODCREST
SITE ADDRESS: 12200 WEST ANGLE ROAD
FORT PIERCE, FL 34945
DATE: 10/13/15
REVISION: 0
AM :K
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: 1919)468-0112
GOA: 9053
THESE 0RAWWG6ANWORTHEA000MPWBN0SPECIFIC4TON
AS WSTRUMEN5 OR SERVICE ARETHE EXCLUSIVE PROPERTY
OB AMERICPNTOWER TIEIRUSEANO PUBUCATICN SHALL BE
RESTRICTED TOTHE ORIG SRE FORVMICHTHEYARE
PREPARED. ANr USE OR DISCLOSUREOTHER THAN THATIMIMH
REATESTOPMERICPNTO ROR THESPECIFIEDCARRIERIB
STRICTLYPROBOITED. TRLETOTHESE DOCUMEN56.
REMNNTHEPROPERTYOFAMERICNITW WHETHER OR NOT
THE PROJECT IS EXECUTED. NEITHER THE AACHRECT NOR THE
ENGINEEt WTLLBEPROVDING ONSNE CONSTRUCPCN REVIEW
OF THIS PROJECT. CCNtRACTCR51 MUST V ERIFY ALL
DIMENSIONSANO AD V LSE AMERICFN TONER of ANr
DISCREPANCIES ANY PRIOR ISSUANCE OF THIS DRA WING IS
& ERSEOEB BYTHE LATESTVERSION ON FILEWTII AMERICAN
TONER
REV. DESCRIPTION BY DATE
&0 FIRST ISSUE DMB 10/13/15
A
0
0
0
ATC SITE NUMBER:
5110
ATC SITE NAME:
ANGLE ROAD
FLORIDA
SITEADDRESS:
12200 WEST ANGLE ROAD
FORT PIERCE, FL 34M
OVA RR � Iv,,
N `�y-/ `Q E 3 0
* No. 68883 * =
_ -0 `W
11 X; STATE OF
'
ALDIN N. TAN
ATC TOWER SERVICES, INC.
500 REGENCY PARKWAY, SUITE 100
CARY, NC 27518
FL ENG. NO.68883
FLCOA. NO. 9053
DRAWN BY:
DMB
APPROVED BY:
DATE DRAWN:
10/13/15
ATC JOB NO:
63412935
COVER
SHEET NUMBER:
REMSION:
COVER
0
BILL OF MATERIALS
QUANTITY
REQUIRED
QUANTITY
PROVIDED
PART
NUMBER
DESCRIPTION
LENGTH
SHEET LIST
I
PART
WEIGHT
WEIGHT
(lb)
NOTES
THREADED ROD HIP BRACING
60
60
HBP-1
PL 318" X 6"
0'-61/4"
A-2, A-2A, HB-1
3.3
198
60
60
HBA-1
L 4" X 3" X 3/8"
U-21/2"
A-2A, HB-1
1.9
114
6
6
----
5/8"O ASTM A36 THREADED ROD ASSEMBLY
17'-0"
A-2A
----
----
(4) HHN-LKW (COUPLER IF NEEDED) / GALVANIZED
6
6
----
5/8"O ASTM A36 THREADED RODASSENBLY
16'-6"
A-2A
----
(4) HHN-LKW (COUPLER IF NEEDED) / GALVANIZED
6
6
----
5/8"O ASTM A36 THREADED RODASSEMBLY
15'-6"
A-24
(4) HHN-LKW (COUPLER B NEEDED)/ GALVANIZED
6
6
----
518"OASTMA36THREADED RODASSEMBLY
14'-9"
A-2A
--
---
(4) HHN-LKW (COUPLER IF NEEDED) / GALVANIZED
6
6
--
518"0 ASTM A36 THREADED ROD ASSEMBLY
14'-1"
A-2A
----
(4)HHN-LKW(COUPLER IFNEEDED) /GALVANIZED
60
60
SUGFMB13
VAN BEEST GREEN FIND G-5263 SHACKLE, 1/2"
----
A-2A
---
----
OR CROSBY@ G-209-A #1017494
48
50
---
BOLT, 518"0 ASTM A325
1 314"
---
---
----
HHN-LKW / GALVANIZED
72
76
----
BOLT, 5/8"0 ASTM A325
2"
----
----
--
HHN-LKW/GALVANIZED
I
I
/-
IR19—
THEDE PLJQJS AND
ARE SUBJECT-
MAY BE
Ga
1 �,
-r
- I
TOTAL WEIGHT (lb)
312
PAGE 1 OF 1
A
AMERICAN TOW mo
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919146"112
COA: 9053
THESE CMW W GS ANDIOR THE ACCOMPPNYING SPECIFICATION
PS NSTRUMENTSOR SERVICE ARE THE EXCLUSIVE PROPERTY
OFANERICANTOWFA. THEIR USEAND PUBLICATION SRAIL BE
RESTRICTEDTOTFE ORIGPUPL SHE FOR VMICHTHEYARE
PREPPREO.ANYVSE OR OISCLOSUREOTHERWANTHAT WHICH
RELATESTOPMERICANTONER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TRLE TO THESE DOCUMENTS SHALL
REMAIN WE PROPERTYOFAMERIGW TOYWR WHEWEROR NOT
THE PROIECTIS EXECUTED. NERHERTHEARCHRECTNOR THE
ENGINEERWT BEPRWIDINGONSRE CONSTRUCTION REVIEW
OF THIS PROTECT COMRACTCRIS) MUST VERIFY P31
DIMENSIONS AND ADNSE AMERICAN TONER OF ANY
DISCREPANCIES ANY PRIOR ISSUANCE OF THIS DRAWNG IS
SUPERSEDED By WE CUTEST VERSION ON FILE W WAMERICAN
TONER.
REV. DESCRIPTION BY DATE
Al FIRST ISSUE DMB 10113F75
0
ATC SITE NUMBER:
5110
ATC SITE NAME:
ANGLE ROAD
FLORIDA
SITEADDRESS:
12200 WEST ANGLE ROAD
FORT PIERCE, FL 3/4945
? * No. 68883
ems: STATE OF
1A
ALDINNN
ATC TOWER SERVICES, INC.
500 REGENCY PARKWAY, SUITE 100
CARY, NC 27518
FL ENG. NO.68883
FLCOA. NO.9053
DRAWN BY:
DMB
APPROVED BY:
DATE DRAWN:
10113H5
ATC JOB NO:
63412935
BILL OF MATERIALS
SHEET NUMBER:
REVISION:
B-1
0
GENERAL
1. ALL WORK TO BE COMPLETED PER APPLICABLE LOCAL, STATE AND FEDERAL CODES
AND ORDINANCES. 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. DETAILSNOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL FOLLOW
SIMILAR DETAILS FOR THIS JOB.
4. ANY SUBSTITUTIONS MUST 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 MUST 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
TIA-1019-A-2011. 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.
STRUCTURALSTEEL
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 ASTMA123. EXPOSED STEEL HARDWARE AND ANCHOR
BOLTS SHALL BE GALVANIZED PER ASTM A153 OR B695.
3. ALL U-BOLTS SHALL BEASTMA36 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 GALMLITE COLD GALVANIZING COMPOUND PER
ASTM A780 AND MANUFACTURERS RECOMMENDATIONS.
6. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE
STANDARD HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE.
11 MAXIMUM ALLOWABLE ANGLE CLIP II
AREA OF ANGLE
� TO BE CLIPPED
1.5 X L
MAX.
PAINT
1. AS REQUIRED, CLEAN AND PAINT PROPOSED STEEL ACCORDING TO FAA ADVISORY
CIRCULAR AC 70/7460-iK
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 BYAN AWS CERTIFIED WELD INSPECTOR.
4. ALL ELECTRODES TO BELOW HYDROGEN, MATCHING FILLER METAL, PER AWS DIA, UNLESS NOTED
OTHERWISE.
5. ALL WELDING ON LATTICE TOWERS SHALL BE DONE WITH E70XX ELECTRODES. ALL WELDING ON POLE
STRUCTURES SHALL BE DONE WITH ESOXX ELECTRODES UNLESS NOTED OTHERWISE.
6. PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING 17
BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND WELD INSPECTION IS COMPLETE, REPAIR ALL
GROUND AND WELDED SURFACES WITH ZRC GALM TTE COLD GALVANIZING COMPOUND PER ASTM A780
BOLT TIGHTENING PROCEDURE
1. STRUCTURAL CONNECTIONS TO BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RCSC-2004
(SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS.)
2. FLANGE BOLTS SHALL BE INSTALLED AND TIGHTENED USING DIRECT TENSION INDICATING (DTI)
SQUIRTER WASHERS. DTI SQUIRTER WASHERS ARE TO BE INSTALLED AGAINST THE BOLT HEAD AND
ORIENTED /TIGHTENED PER MANUFACTURER SPECIFICATIONS TO ACHIEVE DESIRED LEVEL OF BOLT
PRE -TENSION.
3. IN LIEU OF USING DTI SQUIRTER WASHERS, FLANGE BOLTS MAYBE 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
17 BOLTS UPTO AND INCLUDING 2-0 INCH LENGTH +UJ TURN BEYOND SNUGTIGHT
6v BOLTSUPTOANDINCLUDING 25 INCH LENGTH +113TURN BEYOND SNUG TIGHT
314- BOLTS UP TO AND INCLUDING 3.0INCH LENGTH +1l3 TURN BEYOND SNUG TIGHT
7AT' BOLTS UP TO AND INCLUDING 35INCH LENGTH +1IJ TURN BEYOND SNUG TIGHT
1' BOLTSUPTOANDINCLUDING4.01NCHLENGTH +1lJTURN BEYOND SNUG TIGHT
1-1AY BOLTS UPTOANDINCLUDING45INCH LENGTH +1(3 TURN BEYOND SNUG TIGHT
1-1w BOLTS UPTOAND INCLUDING 5.0INCHLENGTH +15TURN BEYOND SNUGTIGHT
1,W BOLTS UP TO AND INCLUDING 55 INCH LENGTH +1(J TURN BEYOND SNUG TIGHT
1-17 BOLTS UP TO AND INCLUDING 6.0 INCH LENGTH +15 TURN BEYOND SNUG TIGHT
BOLT LENGTHS OVER FOUR DIAMETERS BUT NOT EXCEEDING EIGHT DIAMETERS
17 BOLTS 225 TO 4.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT
50' BOLTS 275 TO 5.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT
3/4' BOLTS 325TO6.0 INCH LENGTH +12TURN BEYOND SNUG TIGHT
71V BOLTS 3.75 TO 7.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT
1' BOLTS 425 TO 8.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT
1-1A9' BOLTS4.75 TO 9.0 INCH LENGTH +12TURN BEYOND SNUG TIGHT
1-1/4' BOLTS 525 TO 10.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT
ISW BOLTS 5.75 TO 11.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT
1-12' BOLTS 625 TO 120 INCH LENGTH +12TURN BEYOND SNUG TIGHT
4. SPLICE BOLTS SUBJECTTO DIRECT TENSION SHALL BE INSTALLED AND TIGHTENED ASPER 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 82.4.
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 20121NTERNATIONAL BUILDING CODE (FOR SPECIAL I NSPECTION
REQUIREMENTS ONLY).
3. STH EDITION FLORIDA BUILDING CODE(2014)
4. ACI 318: AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE, 318-11.
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 CIA. STRUCTURAL WELDING CODE,
LATEST EDITION.
SPECIAL INSPECTION
1. AQUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER,
SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH IBC 2012.
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 2012. SECTION 1704. UNLESS THE FABRICATOR IS
APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT THE
SPECIAL INSPECTIONS.
J a77dti 9.^. '�H
THCJC PLANS AND ALL PROP095D WORK
ARE SUBJECT TO ANY CORRECTIONG
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECEX'Aff IN 010M TO
CU;P! Y WID1 ALL APPLICA E CODES,
AMERICAN TOWER•
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919) 468-0112
COA: 9053
THESE DRANRIGSANONRTHEACCOMPPNYINO SPEC61fATON
AS WSTRUMENISOR SERVICEARETHEE%CWSNEPROPERW
OF ANERICAN TOVrEA. THEIR USE AND NBLICATICN SHALL BE
RESTRICTEDTOTHEDRIGINAL SIZE FOR WHICHTHEYARE
PREPARED. ANY USE OR DISCLOSURE OTHER THANTHAT WHICH
RELATES TOAMERICWTONEROR THE SPECIFIED CARRIER IS
STRICTLY PROHISITED. TDLE TO THESE BOCUMEWS SHAH
REMAINTHEPROPERTY OF AMERICfJI TOYER WHERIER OR NOT
THE PRPI ELT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEFA WILL BE PROVIDING CN ITE CONSTRUCTION REVIEW
CF THIS PROJECT. CONTRACTOR(S) MUSTVERIFYALL
DIMENSION$ ANO Ap VISE gMFAICAN TONER C£ ANY
DI£CREPNiCIES ANYPRWR ISSUANCE OF THIS DRAYANG IS
WPERSEDED BYTHEIATEST VERSION ON RLE WITH AMEHICAN
TOWER
REV. DESCRIPTION BY DATE
0 FIRST ISSUE DMB 10/13/15
0
0
0
ATC SITE NUMBER:
5110
ATC SITE NAME:
ANGLE ROAD
FLORIDA
SMEADDRESS:
12200 WESTANGLE ROAD
FORT PIERCE, FL 34945
�������,r1A1tA
F
No. 68883
.01: STATE OF :4-
ALDIN N. AN
ATC TOWER SERVICES, INC.
500 REGENCY PARKWAY, SUITE 100
CARY, NC 27518
FL ENG. NO.68883
FL CIA- NO.9053
DRAWN BY:
DMB
APPOVE
RD BY:
DATE DRAWN:
10/13/15
ATC JOB NO:
63412935
IBC GENERAL NOTES
SHEET NUMBER:
REVISION:
IGN
0
MODIFICATION INSPECTION NOTES
THE SPECIAL INSPECTION (SI) PROCEDURE IS INTENDED TO CONFIRM THAT CONSTRUCTION AND INSTALLATION
MEETS ENGINEERING DESIGN, ATC PROCEDURES AND ATC STANDARD SPECIFICATIONS FOR WIRELESS TOWER
SITES.
TO ENSURE THAT THE REQUIREMENTS OF THE SI ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR AND THE
INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED FROM AMERICAN TOWER
CORPORATION (ATC). IT IS EXPECTED THAT EACH PARTY WILL PROACTIVELY REACH OUT TO THE OTHER PARTY. IF
CONTACT INFORMATION IS NOT KNOWN, CONTACT YOUR AMERICAN TOWER POINT OF CONTACT.
SPECIAL INSPECTOR
THE SPECIAL INSPECTOR IS REQUIRED TO CONTACT THE GENERAL CONTRACTOR AS SOON AS RECEIVING APO
FROM ATC. UPON RECEIVING A PO FROM ATC THE SPECIAL INSPECTOR AT A MINIMUM MUST:
• REVIEWTHE REQUIREMENTS OF THE SI CHECKLIST.
• WORK WITH THE GENERAL CONTRACTOR TO DEVELOP A SCHEDULE TO CONDUCT ON -SITE INSPECTIONS,
INCLUDING FOUNDATION INSPECTIONS.
• ANY CONCERNS WITH THE SCOPE OF WORK OR PROJECT COMMITMENT MUST BE RELAYED TO THE ATC POINT
OF CONTACT IMMEDIATELY.
THE SPECIAL INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR INSPECTION AND TEST
REPORTS, REVIEWING THESE DOCUMENTS FOR ADHERENCE TO CONTRACT DOCUMENTS, CONDUCTING THE IN -FIELD
INSPECTIONS, AND SUBMITTING THE SI REPORT TO AMERICAN TOWER CORPORATION.
GENERAL CONTRACTOR
THE GENERAL CONTRACTOR IS REQUIRED TO CONTACT THE SI INSPECTOR AS SOON AS RECEIVING A PO FOR THE
MODIFICATION INSTALLATION OR TURNKEY PROJECT TO. AT A MINIMUM:
• REVIEW THE REQUIREMENTS OF THE SI CHECKLIST.
• WORK WITH THE SI TO DEVELOP ASCHEDULE TO CONDUCT ON -SITE INSPECTIONS, INCLUDING FOUNDATION
INSPECTIONS.
• BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS.
�'_ 0
F L E
1
THE GENERAL CONTRACTOR SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN
Y
ACCORDANCE WITH THE REQUIREMENTS OF THE SI CHECKLIST.
THCOC PL OIS AND ALL PROP085D WoM
ARE SUBJECT TO ANY COMECTiONC
REQUIRED BY FIaLD INSPECIDAS THAT
MAY BE NECESSAWY IN QiR ➢ TO
WI T I I All( APPLE ANTE CODES.
SPECIAL INSPECTION CHECKLIST
INSPECTION TESTING
SI REVIEW REQUIRED
INSPECTION FREQUENCY
INSPECTION DOCUMENT
DESCRIPTION
REQUIRED
RESPONSIBILITY
PRE CX
DURING CX
POSTCX
PERIODIC
CONTINUOUS
DOCUMENTATION AND SITE VISIT CONDUCTED BY AN ATC APPROVED SPECIAL INSPECTOR AS REQUIRED BY ATC AND OTHER
SPECIAL INSPECTION FIELD WORK& REPORT
AUTHORITIES HAVING JURISDICTION. INSPECTION PARAMETERS TO FOLLOW ATC'S STANDARD SPECIFICATION FOR WIRELESS
SI
VIP
TOWER SITES.
ENGINEERING ASSEMBLY DRAWINGS
GC SHALL SUBMIT DRAWINGS TO SI FOR INCLUSION IN SI REPORT
GC
FABRICATED MATERIAL VERIFICATION & INSPECTION
MTR AND OR MILL CERTIFICATIONS FOR SUPPLIED MATERIALS GC SHALL SUPPLY SI WITH REPORTS TO BE INCLUDED IN SI
SI
REPORT WHEN REQUIRED BY ATC
CERTIFIED WELD INSPECTION
INSPECTION AND REPORT OF STRUCTURALWELDING PERFORMED DURING PROJECT COMPLETED BYACWI AND INCLUDED
GC/TA
J
J
WITHIN SI REPORT
VISUAL OBSERVATION AND APPROVAL OF FOUNDATION EXCAVATION, REBAR PLACEMENT, CASING/SHORINGIFORMING
FOUNDATION INSPECTION&VERIFICATION
PLACEMENT, AND ANCHOR TEMPLATE AND ANCHOR PLACEMENT- TO BE SI APPROVED PRIOR TO CONCRETE POUR AND
SI
d
J
DOCUMENTED IN THE SI REPORT
ANCHOR, ROCK ANCHOR OR HELICAL PULL-OUT TEST
PULL TESTING OF INSTALLED ANCHORS TO BE COMPLETED AND DOCUMENTED IN SI REPORT
GC /TA
CONCRETE MIX DESIGN, SLUMP TEST, COMPRESSIVE TESTING, AND SAMPLE GATHERING TECHNIQUES ARE TO BE PROVIDED
CONCRETE INSPECTION&VERIFICATION
FOR INCLUSION IN THE SI REPORT. SI SHALL VERIFY CONCRETE PLACEMENT AS REQUIRED BY THE DESIGN DOCUMENTS
GC/TA
J
J
(INSPECTION FREQUENCY IS MARKED CONTINUOUS)
DYWIDAG PLACEMENT/ANCHOR BOLT EMBEDMENT-EPDXY/GROUT
ANCHORIBAR EMBEDMENT, HOLE SIZE,EPDXY/GROUT TYPE AND INSTALLATION SHALL BE VERIFIED BY THE SI AND INCLUDED
GC/SI
J
J
INSTALL
IN THE SI REPORT
BASE PLATE GROUT INSPECTION & VERIFICATION
BASE PLATE GROUTING TYPE AND PLACEMENT SHALL BE CONFIRMED BY THE SI AND INCLUDED IN THE SI REPORT
GC/SI
EARTHWORK INSPECTION&VERIFICATION
EXCAVATION. FILL, SLOPE, GRADE AND OTHER EARTHWORK REQUIREMENTS PER PLANS SHALL BE VERIFIED BY THE SI AND
GC/TA
J
J
INCLUDED IN THE SI REPORT
COMPACTIONVERIFICATION
CONTRACTOR SHALL PROVIDE AN INDEPENDENT THIRD PARTY CERTIFIED INSPECTION WHICH PROVIDES TEST RESULTS FOR
GC/TA
J
J
COMPACTION TEST OF SOILS IN PLACE TO ASTM STANDARDS.
GC SHALL PROVIDE DOCUMENTATION SHOWING THAT THE GROUNDING SYSTEM SHALL HAVE A MEASURED RESISTANCE TO
GROUND TESTING & VERIFICATION
THE GROUND OF NOT MORE THAN THE RECOMMENDED 10 OHMS. PER THE ATC CONSTRUCTION SPECIFICATION UNDER
GC
SECTION 2.15 THIS DOCUMENTATION MUST BE AN INDEPENDENT CERTIFICATION.
VISUAL OBSERVATION AND APPROVAL OF STEEL CONSTRUCTION TO BE PERFORMED BY THE SL INSPECTION TO INCLUDE
STEEL CONSTRUCTION INSPECTION & VERIFICATION
VERIFICATION OF NEW CONSTRUCTION OR MODIFICATION OF EXISTING CONSTRUCTION PER ENGINEERED PLANS. DETAILED
SI
�I
VERIFICATION SHALL BE INCLUDED IN SI REPORT.
ON -SITE COLD GALVANIZING VERIFICATION
SI SHALL VERIFY WITH GC ALL COLD GALVANIZATION TYPE AND APPLICATION AND INCLUDE SUMMARY IN SI REPORT
GC
J
J
GUY WIRE TENSIONING& TOWER ALIGNMENT REPORT
GC SHALL PROVIDE SI EVIDENCE OF PROPER GUY TENSIONING AND TOWER PLUMB PER PLANS. SI SHALL VERIFY AND
GG
J
J
INCLUDE PLUMB AND TENSION REPORTING IN SI REPORT.
GC AS -BUILT DRAWINGS WITH CONSTRUCTION RED -LINES
GC SHALL SUBMIT'AS-BUILT DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS TO SI FOR
vpGC
APPROVAVREVIEW AND INCLUSION IN SI REPORT
SI AS -BUILT DRAWINGS WITH INSPECTION RED -LINES (AS REQUIRED)
SI SHALL SUBMIT'AS-BUILT"DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS WITHIN SI REPORT
SI
TIA INSPECTION
SI SHALL COMPLETE TIA INSPECTION AND PROVIDE SEPARATE TIA INSPECTION DOCUMENTATION TO ATC CM
SI
PHOTOGRAPHS
PHOTOGRAPHIC EVIDENCE OF SPECIAL INSPECTION, ON SITE REMEDIATION, AND ITEMS FAILING INSPECTION & REQUIRING
GC/SI
FOLLOW UP TO BE INCLUDED WITHIN THE SI REPORT. COMPLETE PHOTO LOG IS TO BE SUBMITTED WITHIN SI REPORT.
NOTE: SPECIAL INSPECTIONS ARE INTENDED TO BE A COLLABORATIVE EFFORT BETWEEN GC AND SI. WHENEVER POSSIBLE GC IS TO PROVIDE SI WITH PHOTOGRAPHIC OR OTHER ACCEPTABLE EVIDENCE OF PROPER INSTALLATION IF PERIODIC INSPECTION FREQUENCY IS ACCEPTABLE. THE GC AND SI SHALL
WORK TO COMPILE EVIDENCE OF PROPER CONSTRUCTION AND LIMIT THE NUMBER OF SI SITE VISITS REQUIRED.
TABLE KEY:
SI- ATC APPROVED SPECIAL INSPECTOR CX-CONSTRUCTION
GC- GENERAL CONTRACTOR CM- CONSTRUCTION MANAGER
TA- 3RD PARTY TESTING AGENCY ATC- AMERICAN TOWER CORPORATION
AMERICAN TOWER•
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: (919146"112
COA: 9053
THESE DRAWNGSPND/ORTHEACCOMPPNYINGSPECFICATON
AS INSTRUMENTS OR SERVICEARETHE EXCLUSIVE PROPERW
OF AMERICPNTOWER THEIR USEAND FUBUCATCN SHALL BE
RESTRICTEDTOTHE ORIGWPLSITE FOR VMICHTHETARE
PREPARED. AYY USE OR DISCLOSURE CR ER THAN TWIT MICH
RELITESTOPMENIUW TONER OR THE SPECIFIFDCARRIERIS
STRICTLY PROHIBITED, Trt TO THESE DOCUMENTS SH
REMNN THE PROPERTY OF AMERHCAN TONER WHE HER OR NOT
THE PROTECT 15EXECUTED. NETMERTHEPRCHRECTNOR TIE
ENGINEER IMLLBE PROVIDINGONSNE CONSTRUCTCN RENEW
CF THIS PROJECT. C WPRACTCR(S) MUST V ERIF Y ALL
DIMENSICNSANDAWISEAMEiICAN TONER OFANY
OIWRE MCIE&PNYPRIORISSUANCEOFTHISDMWNGIS
MPERSMMBYTHEIATESTVERSICHONRL `MDTAMMICPN
TW :
REV. DESCRIPTION BY DATE
2 FIRSTISSUE DMB 10/13/15
A
0
ATC SITE NUMBER:
5110
ATC SITE NAME:
ANGLE ROAD
FLORIDA
SITE ADDRESS:
12200 WEST ANGLE ROAD
FORT PIERCE, FL 34945
�NA_VARjq
`\\\
\4'JtCENg�s,A %/jam
* ; No. 68883
STATE OF ; ay
/ail/"5 ����..•ii
914:
A N
ATC TOWER SERVICES, INC.
3500 REGENCY PARKWAY, SUITE 100
CARY, NC 27518
FL ENG. NO.68883
FL COA. NO.9053
DRAWN BY:
DMB
APPROVED BY:
DATE DRAWN:
10113/15
ATC JOB NO:
63412935
SPECIAL INSPECTION
CHECKLIST
SHEET NUMBER:
REVISION:
SIC
0
T-MOBILE
EL: 187.0 [PROPOSED]
EL: 300.0' FW: 6.0'
ITOP OF STRUCTURE]
SECTION 15
EL: 280.0' FIN. 6.0
SECTION 14
EL: 260.0'
SECTION 13
EL: 240.0'
SECTION 12
EL: 220.0'
SECTION 11
EL: 200.0'
SECTION 10
EL: 180.0'
SECTION 9
EL: 160.0'
SECTION 8
EL: 140.0'
SECTION 7
EL: 120.0'
SECTION 6
EL: 100.0'
SECTION 5
EL: WAY
SECTION 4
EL: WAY
SECTION 3
EL: 40.0
SECTION 2
EL: 20.0
SECTION 1
II
COMBING !ADDER / \
WITH SAFETY CABLE /
AP
EXISTING le
COAX (TYP.) SIP \
//
/
L�
COAX DISTRIBUTION
INSTALL HIP BRACING
I5/8"9 THREADED ROD] W �q FROM SHEETS
TO -2&A-0'. THESE PLAN9 AND ALL PROPOSM WORK
SEE SHEETS A-28A-2A p C `' �AC^
FOR INSTALLATION DETAILS. ARE SUBJECT TO ANY COFr37LK now
REQUIRED BY P19LD INSPEC€VIRS THAT
MAY BE NEWWAR fN ORW TO
CIGAGILY WITH ALL APFL:PAM- E CODES.
NOTE:
CONTACT AMERICAN TOWER FIELD OPERATIONS WHEN EXISTING
EQUIPMENT INTERFERES WITH INSTALLATION OF MODIFICATIONS. ONCE
APPROVED, E)OSTING EQUIPMENT MAY BE TEMPORARILY MOVED DURING
TOWER ELEVATION VIEW INSTALLATION B. REINSTALLED TO THE ORIGINAL HEIGHT& LOCATION BY
CONTRACTOR POST COMPLETION OF MODIFICATIONS.
cW,ucar.rowen•
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27513
PHONE: (919)46MI12
COA: 9053
THESE DRAWNGSMDfORTHEACCOMPMYING SPECIFICATION
PS NSTRUMENTS OR SERVICE ME THE EXCWSIVE PROPERTY
CFAMERICM MO Rf T El USE MD PIBLMATON SHNL BE
RESTRICTED TO THE ORIGINAL SITE MR WHICH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN T TWHICH
RELATES TOPMERICM TONER OR THE SPEC [FED CMRIER IS
STRICT.YPROHRRFD. TMEMTHESE WHALL CUMEWSS
REMAIN THE PROPERWOFPMERICM TONER WHETHER OR NOT
THEPROMCTISEXECUTED. NEITHERTHEPRGHRECTNORTHE
ENGINEER WILL BE PROVNINGO"MCONSTRUCTION REVIEW
CF THIS PROJECT CONRWCTOR(S) MUST VERIFY ALL
DIMENSIONS AND ADNSE AMERIGM TONER OFANY
DISCREPANCIES ANY PRIDR ISSUANCE OF THIS DRAWING IS
SUPERSEDED BY THE LATEST VERSIM ON FILE WITH AMERICAN
TONER.
REV. DESCRIPTION BY DATE
FIRST ISSUE DMB 10/13/15
0
ATC SITE NUMBER:
5110
ATC SITE NAME:
ANGLE ROAD
FLORIDA
SITE ADDRESS:
12200 WEST ANGLE ROAD
FORT PIERCE, FL 34945
If/
8N%% A+��//
* ' No. 68883
p1: STATE OF
% 0
IN N.
ATC TOWER SERVICES, INC.
3500 REGENCY PARKWAY, SUITE 100
CARY,NC 27518
FL ENG. NO.69863
FL COA. NO.9053
DRAWN BY:
DMB
APPROVED BY:
DATE DRAWN:
10113115
ATC JOB NO:
63412935
MODIFICATION PROFILE
SHEET NUMBER:
REVISION:
A-1
0
EXISTING
TOWER
14BP-1
CONNECTION PLATE
CCc CucCf uC 1 cnP
INSTAI I CDNNFCTFIN PI ATc
TYPICAL ELEVATION VIEW
SECTIONS 1 TO 5 [EL: 0'-0" TO 100'-0'l
THESE PLANS AND ALL RROPOE5D WORK
ARE SUBJECT TO ANY COMECTIONC
REQUIRED BY Flf;x[.D INSFEMPS THAT
QUAY BE NECMAW IN ORDO TO
CW' M-V WITH ALL AF-PUCA LE CODES.
A
AMERICAN rowan•
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27516
PHONE: (919)468.0112
COA: 9053
THESE DMW INGS ANDIOR THE ACCOMPANYING SPECIFICATION
PS INSTRNMENTSOR SERVICEARETHE EXCLUSIVE PROPERTY
6 AMERICANTOW THEIR USEAND PUBUCATION SH BE
RESTRICTED TOTHE ORIGPLY SITE FOR 4NIICHTHEYARE
PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT VMICH
REIATESTOPMERICAN TO ROR THESPECIFIEDCARRIERIS
STRICRY PROHIBITED. TIRE TO THESE DOCUMENTS SH
REMNN THE PROPERTY OF AMERICAN TONER YMETHER OR NOT
THE PRW ECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE
ENGINEER ML BE PROUD ING ONSTTE CONSTRUCTION RE W
OF THIS PROJECT. CCNTRh OT SI MUST VERIFY ALL
DIMENSICNSANDADVISE AMERICANTCMR CPANY
DIBCREPPNLIES.ANTPflIOR ISSUPNCEOF THJS DRAVANG IB
SUPERSEDEDBYTHEIATESTVERSIONONFILEWi AMERICAN
TONER
REV. DESCRIPTION BY DATE
A0 FIRST ISSUE DMB 10/13/15
0
A
0
ATC SITE NUMBER:
5110
ATC SITE NAME:
ANGLE ROAD
FLORIDA
SITE ADDRESS:
12200 WESTANGLE ROAD
FORT PIERCE, FL 34945
//z
ENS
• �yti
* No.68883
`cc:
STATE OF ' 4y Z
1 �
ALDIN N. TAM
ATC TOWER SERVICES, INC.
00 REGENCY PARKWAY, SUITE tu;,
CARY, NC 27518
68883
FLCOA. NO.5053
DRAWN BY:
DMB
APPROVED BY:
DATE DRAWN:
10/13/15
ATC JOB NO:
63412935
HIP BRACE
INSTALLATION DETAILS
SHEET NUMBER:
REVISION:
A-2
0
BOLT
5B-0 A325
W/NUT-LKW EA
(TYP.)
ISEE TABLE FOR
BOLTLENGTH.]
EXISTING
BACK-TO-BACK
DIAGONALS (TYR)
a
SHACKLE, 1/2' SPA
(TYP.)
HBP-1
CONNECTION PLATE
SEE SHEET HB-1 FOR
FABRICATION DETAILS.
EXISTING
BACK-TO-BACK
DIAGONALS
SEE TABLE FOR
NOTES:
-------------T ----------- L FIELD DRILL II/16'0 BOLT HOLE IN EXISTING
1 DIAGONAL IN LOCATIONS SHOWN.
EXIS HBA-1 2. INSTALL CONNECTION PLATE AS CLOSE TO
ING INTERNAL TING CONNECTION ANGLE pO� EXISTING GUSSET PLATE AS POSSIBLE
BRACING .
(TYP.)
SEE SHEET HB-1 FOR 5/8'0 5/8°02H
FABRICATION DETAILS. ®/ THREADED ROD COUPLER
mP.>
IIIIIIIIIIIIIII IIIIIIIIilllllll
518'0 THREADED ROD
WI (4) HHN-LKW EA.
(TYP.)
[TO BE FIELD CUT TO LENGTH.
ADD COUPLER IF NEEDED,
SEE DETAIL.)
v\ z x P_
-----/-}] ---------
EXISTING J
INTERNAL BRACING
SECTION "A -A"
HIP BRACING INSTALLATION
TYPICAL DETAIL
BOLT
SIVO A325
W/NUT-LKW EA
[SEE TABLE FOR
BOLT LENGTH.]
BOLT
518"0 A325
W/NUT- LKIN EA
[SEE TABLE FOR
BOLT LENGTH.]
SHACKLE, 1/2' SPA
SECTION "B-B"
CONNECTION PLATE / ANGLE INSTALLATION
TYPICAL DETAIL
HBA-1
CONNECTION ANGLE
SEE SHEET HB-I FOR
FABRICATION DETAILS.
HBP-1
CONNECTION PLATE
mPJ
SEE SHEET HB-1 FOR
FABRICATION DETAILS.
HBA-1
CONNECTION ANGLE
SEE SHEET HB.1 FOR
FABRICATION DETAILS.
SHACKLE, 1/2' SPA
COUPLER DETAIL
TYPICAL (IF NEEDED)
HIP -BRACING INSTALLATION CHART
TOWER
SECTION
MODIFICATION
ELEVATION
TOTAL
THREADED
ROD
LENGTH
CONNECTION PLATE
INSTALLATION
BTM
TOP
GAUGE
DIMENSION
BOLT
LENGTH
1
10'-0"
20'-0"
17'-0"
2"
2"
2
30'-0"
40'-0"
16'-6"
2"
2"
3
50'-0"
60'-0"
15'-0"
2"
2"
4
70,,-0„
80'-0„
14,-9"
T,
13/4„
5
90'4"
100'-0"
14'-1"
2"
13/4"
BOLT
5B'0 A325
W/ NUT-LKW EA
[SEE TABLE FOR
BOLT LENGTH.]
TRESS PLANS AND ALL PROP085019 OMIK
ARE SUBJECT TO ANY COPIRIEC T;ONC
REQUIRED BY FIELD INSPECTIiRS THAT
MAY BE NECP86AWY IN ORMH TO
COMMY WITH ALL fJ;zPLtCAKE CODES.
SECTION "C-C"
CONNECTION PLATE/ANGLE INSTALLATION
TYPICAL DETAIL
HBP-1
CONNECTION PLATE
SEE SHEET HBA FOR
FABRICATION DETAILS.
SEE TABLE FOR
EXISTING
BACK-TO-BACK
DIAGONALS
A
AMERIGAN TOWER•
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NO 27518
PHONE: (919)468-0112
COA: 9053
THESE ORAWNGS WVOR THE ACCOMPMIYING SPEWI GATION
AS NSTRUMENIS OR SERVICEPRETHE E=WSNEPROPERTY
OF AMERICPN TOK£R, THEIR USEAND PUBUCATION SH BE
RESTRICTED TO THE ORIG STE FOR NMICH THEY ARE
PREPARED. PNY USE OR DISCLOSURE OTHER THAN THAT WHICH
RE(ATES TOANERICAN TONER OR THE SPECIFIED CW W IER IS
SRHSTRYPROHIBRFD. TRLE TOTHESE SOO"ENTSSHM
REMAIN THE PROPERTY OF AMERIGW TO VMSHER OR NOT
THE PROJECT IS E%ECUIFD. NERHER THEARCHRECT NOR THE
ENGINEERWA SEPRONDINGONSRE CONSTRUCTION REVIEW
OF THISPROJECT. CONTRACTOR(S) MUST VERIFY All
DIMENSIONSAND PDVISEAMERICAN TONER S`ANT
DISCREPANCIES ANY PROR ISSUANCE OF THIS DRAW NG IS
SUPERSEDEO BY THE IATEST VERSION ON RIf WTH AMERIlAN
TONER.
REV. DESCRIPTION BY DATE
QO FIRSTISSUE DMB 10/13/15
A
A
ATC SITE NUMBER:
5110
ATC SITE NAME:
ANGLE ROAD
FLORIDA
SITEADDRESS:
12200 WESTANGLE ROAD
FORT PIERCE, FL 34945
�\%%II I II///'
\\ /�
c �O
�\`v9
No. 68883
STATE OF '.41ItN
/J
AL P
ATC TOWER SERVICES, INC.
SUITE 100
5M REGENCYCARY,
NC 27PARKW5 ,
FL ENG. NO.68883
FL COA. NO.9053
DRAWN BY:
DMB
APPROVED BY:
DATE DRAWN:
10/13115
ATC JOB NO:
63412935
HIP BRACE
INSTALLATION DETAILS
SHEET NUMBER:
REVISION:
A-2A
0
R.
3'
4'
1 718"
3'
1 314"
I
I
- I
I
I-
I
L"
_
L_
_a
I
I
HBA-1 v Ispy CONNECTION ANGLE I L
HBP-1
CONNECTION PLATE
3/4'O 1 31B'0
PART NO. I DESCRIPTION LENGTH I NOTES
MATERIAL: A36 FINISH: GALVANIZED
ELK WT I GALV WT
HOLES: 11/16"0 U.N.O.
THEM PLANS AND ALL FROPOSM WORK
ARE SUBJECT TO ANY COMECTlONC
REQUIRED BY FIELD INSPEC€tT9,S THAT
MAY BE NECESsA%y tN ORDIER TO
COW LY WITH ALL A,%rPL; AKE CODES,
A
samEwwcwNTow�r
ATC TOWER SERVICES, LLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NO 27518
PHONE:(919) 4684112
COA: 9053
THESE DRAWNGSA RTHEA IJPANYING SPECIFICATION
ASMSTRUMENR. CIR SERVICEARE THE E%CWSIVE PROPERTY
CP AMER ICAN TONER. THEIR RISE AN D RIBLICADON SHAH RE
RESTRICTED TO THE ORIGPIAL GNE FOR NAZI CH THEY ARE
PREPARED. ANY USE OR DISCLOSURE OTHERTIAN TIATNHICH
RE TESTOAMERIGN TONER OR THE SPECIFIEDCARRIER IS
STRICTLY PROHSITED. TIRE TO THESE OOCWEN SSHALL
REM" TIIEPROPERWOFAMERCAN TONER WHETIffROR NOT
THE PROJECT IS E%ECUIED, NERHERTHE ARCHRECTNORWE
EE ENGINRNALLBEPROVOINGONSRE CONSTRUCTION REVIEW
OF THIS PROJECT. COMRACTCR(S) MU ST V ERIFY ALL
OIMENSICNCANDADNSEAMERIGN TONER OFANY
DISCREPANCIES ANY PRIOR ISSUANCE OF THIS ORAWNO IS
SUPERSEDED BY T HE IATEST VERSION ON FI IE YAIH AM ER ICAN
TONER.
REV. DESCRIPTION BY DATE
p0 FIRST ISSUE DMB 10/13115
I
ATC SITE NUMBER:
5110
ATC SITE NAME:
ANGLE ROAD
FLORIDA
SITE ADDRESS:
12200 WEST ANGLE ROAD
FORT FL 34945
`PIERCE,
* J No. 68883
_ t s
STATEOF
� t 1
I N.
ATC TOWER SERVICES, INC.
$00 REGECNACYY P R WA18 SUITE 100
FL ENG. NO.68883
FLCOA. NO.9053
DRAWN BY:
DMB
APPROVED BY:
DATE DRAWN:
10/13/15
ATC JOB NO:
1 63412935
HIP BRACE
FABRICATION DETAILS
SHEET NUMBER:
REVISION:
F-1
0