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Home My WebLink AboutFt. Pierce, FL - Passing Post-Mod Inspection ReportEngineered Tower Solutions (919)782-2710 3227 Wellington Court (919)782-2495 Raleigh, NC 27615 ETS #201986 FOUNDATION MODIFICATION SPECIAL INSPECTION GUYED TOWER FORT PIERCE - OMNIAMERICA Zelda Perry PMI Project Coordinator 75123 PREPARED BY: DATE: June 16, 2020 PREPARED FOR: Engineered Tower Solutions,PLLC SI REPORT SUMMARY CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICA ATC PROJECT#: SITE NUMBER:TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: PROJECT SUMMARY: Subject:FOUNDATION MODIFICATION SPECIAL INSPECTION Location:14101 W Angle Rd Fort Pierce, FL 34945 Lat: 27.466303 °N Long: 80.465022 °W Structure:GUYED TOWER Purpose: PARTICIPATION PERSONNEL ATC Representatives:Jeffrey Stewart Construction Manager AR/OK (678) -800-3025 Engineer of Record:Bryan K. Lanier, P.E Director - Customer Engineering ATC Tower Services, Inc 3500 Regency Pkwy, Suite 100, Cary, NC 27518 (919) 468-0112 General Contractor:Treva Mitchell CommStuctures 101 E. Roberts Rd., Pensacola, FL 32534 (850) 968-9293 SUPPLEMENTAL INFORMATION Appendix A - Special Inspection Checklist Appendix B - Modification Drawings - As Built Appendix C - EOR Approval Email Appendix D - Tension, Twist & Plumb Appendix H - Tickets Appendix G - Cold Galv Verification Appendix F - Epoxy Verification Appendix E - Concrete Test Report American Tower Corporation 14101 W Angle Rd GUYED TOWER 440' OAA753661_C6_06 The purpose of this special inspection report is to ensure that the proposed construction and or construction activities have been completed and undertaken per design and meet all required Codes, Specifications, and Guidelines. 75123 Fort Pierce, FL 34945 Friday, May 15, 2020 Terry Fuller / Trent Lunsford Cloudy, 83°F, Wind 5-15 MPH Tooie Hales SI REPORT CHECKLIST CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICATC PROJECT#: SITE NUMBE TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: PROJECT Subject:FOUNDATION MODIFICATION SPECIAL INSPECTION Structure:GUYED TOWER Inspection Approvals: FOUNDATION MODIFICATION SPECIAL INSPECTION TH/TF/TL Reinforcing steel: grade, size, spacing, quantity, placement, hook and lap lengths, etc. TH/TF/TL Quality of formwork and clearances on rebar TH/TF/TL Concrete mix minimum design specs provided by the GC N/A Verification of slump and compressive strength tests (provided by the GC) TH/TF/TL Anchor rod placement and epoxy/grout placement TH/TF/TL Inverted U (guy anchor upgrade) compliance with design TH/TF/TL Dywidag placement/foundation embedment -epoxy/grout placement N/A Confirmation of soils types and allowable bearing per supplied geotechnical documents TH/TF/TL Adequate cold joint preparation and placement American Tower Corporation Friday, May 15, 2020 OAA753661_C6_06 75123 GUYED TOWER 6/16/2020 14101 W Angle Rd 440' Fort Pierce, FL 34945 Cloudy, 83°F, Wind 5-15 MPH Tooie Hales Terry Fuller / Trent Lunsford PHOTO SUMMARY CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICA ATC PROJECT#: SITE NUMBER:TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: All modifications are within conformance to the modification documents provided by ATC Towers Services, Inc., ATC Project Number :'OAA753661_C6_06, Dated: February 7, 2020 with no deviations or EOR approvals required. FOUNDATION MODIFICATION SPECIAL INSPECTION American Tower Corporation 75123 OAA753661_C6_06 GUYED TOWER Friday, May 15, 2020 440' Cloudy, 83°F, Wind 5-15 MPHFort Pierce, FL 34945 14101 W Angle Rd Tooie Hales Terry Fuller / Trent Lunsford Inspection Item Description PHOTO SUMMARY CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICA ATC PROJECT#: SITE NUMBER:TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: All modifications are within conformance to the modification documents provided by ATC Towers Services, Inc., ATC Project Number :'OAA753661_C6_06, Dated: February 7, 2020 with no deviations or EOR approvals required. FOUNDATION MODIFICATION SPECIAL INSPECTION American Tower Corporation Friday, May 15, 2020 OAA753661_C6_06 75123 GUYED TOWER 14101 W Angle Rd 440' Fort Pierce, FL 34945 Cloudy, 83°F, Wind 5-15 MPH Tooie Hales Terry Fuller / Trent Lunsford Inspection Item Description CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICA ATC PROJECT#: SITE NUMBER:TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: FOUNDATION MODIFICATION SPECIAL INSPECTION APPENDIX A SI CHECKLIST SEE FOLLOWING PAGES American Tower Corporation 75123 OAA753661_C6_06 GUYED TOWER Friday, May 15, 2020 14101 W Angle Rd Cloudy, 83°F, Wind 5-15 MPH 440' Fort Pierce, FL 34945 Tooie Hales Terry Fuller / Trent Lunsford THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06G-003ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053SPECIAL INSPECTIONCHECKLIST0FIRST ISSUE BJK 01/30/200MODIFICATION INSPECTION NOTESTHE SPECIAL INSPECTION (SI) PROCEDURE IS INTENDED TO CONFIRM THAT CONSTRUCTION AND INSTALLATIONMEETS ENGINEERING DESIGN, ATC PROCEDURES AND ATC STANDARD SPECIFICATIONS FOR WIRELESS TOWERSITES.TO ENSURE THAT THE REQUIREMENTS OF THE SI ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR AND THEINSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED FROM AMERICAN TOWERCORPORATION (ATC). IT IS EXPECTED THAT EACH PARTY WILL PROACTIVELY REACH OUT TO THE OTHER PARTY. IFCONTACT INFORMATION IS NOT KNOWN, CONTACT YOUR AMERICAN TOWER POINT OF CONTACT.SPECIAL INSPECTORTHE SPECIAL INSPECTOR IS REQUIRED TO CONTACT THE GENERAL CONTRACTOR AS SOON AS RECEIVING A POFROM ATC. UPON RECEIVING A PO FROM ATC THE SPECIAL INSPECTOR AT A MINIMUM MUST:REVIEW THE 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 POINTOF CONTACT IMMEDIATELY.THE SPECIAL INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR INSPECTION AND TESTREPORTS, REVIEWING THESE DOCUMENTS FOR ADHERENCE TO CONTRACT DOCUMENTS, CONDUCTING THE IN-FIELDINSPECTIONS, AND SUBMITTING THE SI REPORT TO AMERICAN TOWER CORPORATION.GENERAL CONTRACTORTHE GENERAL CONTRACTOR IS REQUIRED TO CONTACT THE SI INSPECTOR AS SOON AS RECEIVING A PO FOR THEMODIFICATION INSTALLATION OR TURNKEY PROJECT TO, AT A MINIMUM:REVIEW THE REQUIREMENTS OF THE SI CHECKLIST.WORK WITH THE SI TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS, INCLUDING FOUNDATIONINSPECTIONS.BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS.THE GENERAL CONTRACTOR SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS INACCORDANCE WITH THE REQUIREMENTS OF THE SI CHECKLIST.SPECIAL INSPECTION CHECKLISTINSPECTION DOCUMENTDESCRIPTIONINSPECTION TESTINGREQUIREDRESPONSIBILITYSI REVIEW REQUIREDINSPECTION FREQUENCYPRE CX DURING CX POST CX PERIODIC CONTINUOUSSPECIAL INSPECTION FIELD WORK & REPORTDOCUMENTATION AND SITE VISIT CONDUCTED BY AN ATC APPROVED SPECIAL INSPECTOR AS REQUIRED BY ATC AND OTHERAUTHORITIES HAVING JURISDICTION. INSPECTION PARAMETERS TO FOLLOW ATC'S STANDARD SPECIFICATION FOR WIRELESSTOWER SITES.SIENGINEERING ASSEMBLY DRAWINGSGC SHALL SUBMIT DRAWINGS TO SI FOR INCLUSION IN SI REPORTGCFABRICATED MATERIAL VERIFICATION & INSPECTIONMTR AND OR MILL CERTIFICATIONS FOR SUPPLIED MATERIALS GC SHALL SUPPLY SI WITH REPORTS TO BE INCLUDED IN SIREPORT WHEN REQUIRED BY ATCSICERTIFIED WELD INSPECTIONINSPECTION AND REPORT OF STRUCTURAL WELDING PERFORMED DURING PROJECT COMPLETED BY A CWI AND INCLUDEDWITHIN SI REPORTGC / TAFOUNDATION INSPECTION & VERIFICATIONVISUAL OBSERVATION AND APPROVAL OF FOUNDATION EXCAVATION, REBAR PLACEMENT, CASING/SHORING/FORMINGPLACEMENT, AND ANCHOR TEMPLATE AND ANCHOR PLACEMENT - TO BE SI APPROVED PRIOR TO CONCRETE POUR ANDDOCUMENTED IN THE SI REPORTSIANCHOR, ROCK ANCHOR OR HELICAL PULL-OUT TESTPULL TESTING OF INSTALLED ANCHORS TO BE COMPLETED AND DOCUMENTED IN SI REPORTGC / TACONCRETE INSPECTION & VERIFICATIONCONCRETE MIX DESIGN, SLUMP TEST, COMPRESSIVE TESTING, AND SAMPLE GATHERING TECHNIQUES ARE TO BE PROVIDEDFOR INCLUSION IN THE SI REPORT. SI SHALL VERIFY CONCRETE PLACEMENT AS REQUIRED BY THE DESIGN DOCUMENTS(INSPECTION FREQUENCY IS MARKED CONTINUOUS)GC / TADYWIDAG PLACEMENT/ANCHOR BOLT EMBEDMENT - EPOXY/GROUTINSTALLANCHOR/BAR EMBEDMENT, HOLE SIZE, EPOXY/GROUT TYPE, INSTALLATION TEMPERATURE AND INSTALLATION SHALL BEVERIFIED BY THE SI AND INCLUDED IN THE SI REPORTGC / SIBASE PLATE GROUT INSPECTION & VERIFICATIONBASE PLATE GROUTING TYPE AND PLACEMENT SHALL BE CONFIRMED BY THE SI AND INCLUDED IN THE SI REPORTGC / SIEARTHWORK INSPECTION & VERIFICATIONEXCAVATION, FILL, SLOPE, GRADE AND OTHER EARTHWORK REQUIREMENTS PER PLANS SHALL BE VERIFIED BY THE SI ANDINCLUDED IN THE SI REPORTGC / TACOMPACTION VERIFICATIONCONTRACTOR SHALL PROVIDE AN INDEPENDENT THIRD PARTY CERTIFIED INSPECTION WHICH PROVIDES TEST RESULTS FORCOMPACTION TEST OF SOILS IN PLACE TO ASTM STANDARDS.GC / TAGROUND TESTING & VERIFICATIONGC SHALL PROVIDE DOCUMENTATION SHOWING THAT THE GROUNDING SYSTEM SHALL HAVE A MEASURED RESISTANCE TOTHE GROUND OF NOT MORE THAN THE RECOMMENDED 10 OHMS. PER THE ATC CONSTRUCTION SPECIFICATION UNDERSECTION 2.15 THIS DOCUMENTATION MUST BE AN INDEPENDENT CERTIFICATION.GCSTEEL CONSTRUCTION INSPECTION & VERIFICATIONVISUAL OBSERVATION AND APPROVAL OF STEEL CONSTRUCTION TO BE PERFORMED BY THE SI. INSPECTION TO INCLUDEVERIFICATION OF NEW CONSTRUCTION OR MODIFICATION OF EXISTING CONSTRUCTION PER ENGINEERED PLANS. DETAILEDVERIFICATION SHALL BE INCLUDED IN SI REPORT.SION-SITE COLD GALVANIZING VERIFICATIONSI SHALL VERIFY WITH GC ALL COLD GALVANIZATION TYPE AND APPLICATION AND INCLUDE SUMMARY IN SI REPORTGCGUY WIRE TENSIONING & TOWER ALIGNMENT REPORTGC SHALL PROVIDE SI EVIDENCE OF PROPER GUY TENSIONING AND TOWER PLUMB PER PLANS. SI SHALL VERIFY ANDINCLUDE PLUMB AND TENSION REPORTING IN SI REPORT.GCGC AS-BUILT DRAWINGS WITH CONSTRUCTION RED-LINESGC SHALL SUBMIT "AS-BUILT" DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS TO SI FORAPPROVAL/REVIEW AND INCLUSION IN SI REPORTGCSI AS-BUILT DRAWINGS WITH INSPECTION RED-LINES (AS REQUIRED)SI SHALL SUBMIT "AS-BUILT" DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS WITHIN SI REPORTSITIA INSPECTIONSI SHALL COMPLETE TIA INSPECTION AND PROVIDE SEPARATE TIA INSPECTION DOCUMENTATION TO ATC CMSIPHOTOGRAPHSPHOTOGRAPHIC EVIDENCE OF SPECIAL INSPECTION, ON SITE REMEDIATION, AND ITEMS FAILING INSPECTION & REQUIRINGFOLLOW UP TO BE INCLUDED WITHIN THE SI REPORT. COMPLETE PHOTO LOG IS TO BE SUBMITTED WITHIN SI REPORT.GC / SINOTE: 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 SHALLWORK TO COMPILE EVIDENCE OF PROPER CONSTRUCTION AND LIMIT THE NUMBER OF SI SITE VISITS REQUIRED.TABLE KEY:SI - ATC APPROVED SPECIAL INSPECTOR CX - CONSTRUCTIONGC - GENERAL CONTRACTOR CM - CONSTRUCTION MANAGERTA - 3RD PARTY TESTING AGENCY ATC - AMERICAN TOWER CORPORATION CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICA ATC PROJECT#: SITE NUMBER:TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: FOUNDATION MODIFICATION SPECIAL INSPECTION SEE FOLLOWING PAGES 14101 W Angle Rd 440' Fort Pierce, FL 34945 Cloudy, 83°F, Wind 5-15 MPH Tooie Hales Terry Fuller / Trent Lunsford APPENDIX B MODIFICATION DRAWINGS - AS BUILT American Tower Corporation Friday, May 15, 2020 OAA753661_C6_06 75123 GUYED TOWER SITE NAME:SITE NUMBER:ATC PROJECT NUMBER:SITE ADDRESS:FORT PIERCE -OMNIAMERICA75123OAA753661_C6_0614101 W ANGLE RDFORT PIERCE, FL 34945THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06G-001ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053COVER0FIRST ISSUE BJK 01/30/200COMPLIANCE CODEALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED INACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES ASADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. NOTHING IN THESEPLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESECODES.1. ANSI/TIA/EIA: STRUCTURAL STANDARDS (222-G EDITION)2. INTERNATIONAL BUILDING CODE (2015 IBC) [FOR SPECIAL INSPECTIONREQUIREMENTS ONLY]3. 6TH EDITION FLORIDA BUILDING CODE (2017)PROJECT LOCATIONGEOGRAPHIC COORDINATESLATITUDE: 27.46630278LONGITUDE: -80.46502222SHEETSHEET TITLEREV.G-002IBC GENERAL NOTES0G-003SPECIAL INSPECTION CHECKLIST0G-004REBAR LIST0C-101DETAILED SITE PLAN0S-201MODIFICATION PROFILE0S-501FOUNDATION INSTALLATION DETAILS0S-502FOUNDATION INSTALLATION DETAILS (CONT'D)0S-601GUY WIRE TENSION CHART0S-602GUY WIRE RETENSIONING AND STANDARD SAFETY WIRE DETAILS0Z-501GUY ANCHOR FENCE & GROUNDING DETAILS0PROJECT DESCRIPTIONTHE MODIFICATIONS PRESENTED ON THESE DRAWINGS ARE BASED ON THERECOMMENDATIONS OUTLINED IN THE STRUCTURAL ANALYSIS COMPLETEDUNDER ENGINEERING PROJECT NUMBER OAA753661_C3_02 DATED 01/13/20.SATISFACTORY COMPLETION OF THE WORK INDICATED ON THESE DRAWINGSWILL RESULT IN THE STRUCTURE MEETING THE REQUIREMENTS OF THESPECIFICATIONS UNDER WHICH THE STRUCTURAL WAS COMPLETED.PROJECT TEAMTOWER OWNERAMERICAN TOWER10 PRESIDENTAL WAYWOBURN, MA 01801ENGINEERED BYATC TOWER SERVICES3500 REGENCY PARKWAY, SUITE 100CARY, NC 27518CARRIER INFORMATIONCARRIER:HC2 HOLDINGS, INC.CARRIER SITE NAME:WEST PALM BEACH,FL 2CARRIER SITE NUMBER: 1031097-182904-WDOX-LDVICINITY MAPLOCATION MAPSITE LOCATION 440 FT GUYED TOWER MODIFICATIONSWEST ANGLE RDCODY LN THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06G-002ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053IBC GENERAL NOTES0FIRST ISSUE BJK 01/30/200MAXIMUM ALLOWABLE ANGLE CLIP1.5 X LMAX.LAREA OF ANGLETO BE CLIPPEDGENERAL1. ALL WORK TO BE COMPLETED PER APPLICABLE LOCAL, STATE, FEDERAL CODES ANDORDINANCES AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS FOR WIRELESSTOWER SITES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND ABIDING BYALL REQUIRED PERMITS.2. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIEDCONTRACTORS EXPERIENCED IN TOWER AND FOUNDATION CONSTRUCTION.3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF ANYINSTALLATION INTERFERENCES. ALL NEW WORK SHALL ACCOMMODATE EXISTINGCONDITIONS. DETAILS NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL FOLLOWSIMILAR DETAILS FOR THIS JOB.4. ANY SUBSTITUTIONS SHALL CONFORM TO THE REQUIREMENTS OF THESE NOTES ANDSPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL SUBSTITUTIONSSHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVALPRIOR TO FABRICATION.5. ANY MANUFACTURED DESIGN ELEMENTS SHALL CONFORM TO THE REQUIREMENTS OFTHESE NOTES AND SPECIFICATIONS AND SHOULD BE SIMILAR TO THOSE SHOWN.THESE DESIGN ELEMENTS MUST BE STAMPED BY AN ENGINEER PROFESSIONALLYREGISTERED IN THE STATE OF THE PROJECT, AND SUBMITTED TO THE ENGINEER OFRECORD FOR APPROVAL PRIOR TO FABRICATION.6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL CODES AND OSHA SAFETYREGULATIONS.7. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALLMISCELLANEOUS SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY, PERANSI/TIA-322 AND ANSI/ASSE A10.48, TO PROVIDE A COMPLETE AND STABLESTRUCTURE AS SHOWN ON THESE DRAWINGS.8. CONTRACTOR'S PROPOSED INSTALLATION SHALL NOT INTERFERE, NOR DENY ACCESSTO, ANY EXISTING OPERATIONAL AND SAFETY EQUIPMENT.STRUCTURAL STEEL1. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORMTO THE AISC SPECIFICATIONS, LATEST EDITION.2. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZEDAFTER FABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHORBOLTS SHALL BE GALVANIZED PER ASTM A153 OR B695.3. ALL U-BOLTS SHALL BE ASTM A36 OR EQUIVALENT, WITH LOCKING DEVICE, UNLESSNOTED OTHERWISE.4. FIELD CUT EDGES, EXCEPT DRILLED HOLES, SHALL BE GROUND SMOOTH.5. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES & GROUND SURFACES WHEREEXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIREDWITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PERASTM 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 THEMANUFACTURER 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 ANDREPLACE/REINFORCE ONE (1) BOLT/MEMBER AT A TIME.8. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BESTANDARD HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE.PAINT1. AS REQUIRED, CLEAN AND PAINT PROPOSED STEEL ACCORDING TO FAA ADVISORYCIRCULAR AC 70/7460-1L.WELDING1. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCEWITH 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 WELDSSHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE (100% IF REJECTABLE DEFECTSARE 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 BEDONE WITH E70XX ELECTRODES; ALL WELDING ON POLE STRUCTURES SHALL BE DONE WITH E80XXELECTRODES, 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 ALLGROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780AND MANUFACTURERS RECOMMENDATIONS.BOLT TIGHTENING PROCEDURE1. STRUCTURAL CONNECTIONS TO BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RCSCSPECIFICATIONS.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 PERMANUFACTURER 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). TIGHTENFLANGE BOLTS USING THE CHART BELOW:BOLT LENGTHS UP TO AND INCLUDING FOUR DIAMETERSBOLT LENGTHS OVER FOUR DIAMETERS BUT NOT EXCEEDING EIGHT DIAMETERS4. SPLICE BOLTS SUBJECT TO DIRECT TENSION SHALL BE INSTALLED AND TIGHTENED AS PER SECTION8.2.1 OF THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS", LOCATED INTHE AISC MANUAL OF STEEL CONSTRUCTION. THE INSTALLATION PROCEDURE IS PARAPHRASED ASFOLLOWS:FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES AND TIGHTENED BY ONE OF THEMETHODS DESCRIBED IN SUBSECTION 8.2.1 THROUGH 8.2.4.8.2.1 TURN-OF-NUT PRETENSIONINGBOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUGTIGHT CONDITION AS DEFINED IN SECTION 8.1, UNTIL ALL THE BOLTS ARE SIMULTANEOUSLYSNUG TIGHT AND THE CONNECTION IS FULLY COMPACTED. FOLLOWING THIS INITIAL OPERATIONALL BOLTS IN THE CONNECTION SHALL BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OFROTATION SPECIFIED ABOVE. DURING THE TIGHTENING OPERATION THERE SHALL BE NOROTATION OF THE PART NOT TURNED BY THE WRENCH. TIGHTENING SHALL PROGRESSSYSTEMATICALLY.5. ALL OTHER BOLTED CONNECTIONS SHALL BE BROUGHT TO A SNUG TIGHT CONDITION AS DEFINED INSECTION 8.1 OF THE SPECIFICATION.ALL BOLT HOLES SHALL BE ALIGNED TO PERMIT INSERTION OF THE BOLTS WITHOUT UNDUEDAMAGE TO THE THREADS. BOLTS SHALL BE PLACED IN ALL HOLES WITH WASHERS POSITIONEDAS REQUIRED AND NUTS THREADED TO COMPLETE THE ASSEMBLY. COMPACTING THE JOINT TOTHE SNUG-TIGHT CONDITION SHALL PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PARTOF THE JOINT. THE SNUG-TIGHTENED CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH AFEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING ANORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT.APPLICABLE CODES AND STANDARDS1. ANSI/TIA: STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS ANDANTENNA SUPPORTING STRUCTURES, 222-G EDITION.2. 2015 INTERNATIONAL BUILDING CODE (FOR SPECIAL INSPECTIONREQUIREMENTS ONLY).3. 6TH EDITION FLORIDA BUILDING CODE (2017)4. ACI 318: AMERICAN CONCRETE INSTITUTE, BUILDING CODE REQUIREMENTS FORSTRUCTURAL CONCRETE. REFERENCE LATEST APPROPRIATE EDITION TOMATCH LOCAL AND/OR INTERNATIONAL BUILDING CODE(S) LISTED ABOVE.5. CRSI: CONCRETE REINFORCING STEEL INSTITUTE, MANUAL OF STANDARDPRACTICE, LATEST EDITION.6. AISC: AMERICAN INSTITUTE OF STEEL CONSTRUCTION, MANUAL OF STEELCONSTRUCTION, LATEST EDITION.7. AWS: AMERICAN WELDING SOCIETY D1.1, STRUCTURAL WELDING CODE,SPECIAL INSPECTION1. 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 FOLLOWINGCONSTRUCTION WORK:a) STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELD ONLY)b) HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 EXTENSIONFLANGE BOLTS TO BE TIGHTENED PER "TURN-OF-THE-NUT" METHOD)2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TOTHE BUILDING DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER INACCORDANCE WITH IBC 2015, SECTION 1704, UNLESS THE FABRICATOR ISAPPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT THESPECIAL INSPECTIONS. THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06G-003ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053SPECIAL INSPECTIONCHECKLIST0FIRST ISSUE BJK 01/30/200MODIFICATION INSPECTION NOTESTHE SPECIAL INSPECTION (SI) PROCEDURE IS INTENDED TO CONFIRM THAT CONSTRUCTION AND INSTALLATIONMEETS ENGINEERING DESIGN, ATC PROCEDURES AND ATC STANDARD SPECIFICATIONS FOR WIRELESS TOWERSITES.TO ENSURE THAT THE REQUIREMENTS OF THE SI ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR AND THEINSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED FROM AMERICAN TOWERCORPORATION (ATC). IT IS EXPECTED THAT EACH PARTY WILL PROACTIVELY REACH OUT TO THE OTHER PARTY. IFCONTACT INFORMATION IS NOT KNOWN, CONTACT YOUR AMERICAN TOWER POINT OF CONTACT.SPECIAL INSPECTORTHE SPECIAL INSPECTOR IS REQUIRED TO CONTACT THE GENERAL CONTRACTOR AS SOON AS RECEIVING A POFROM ATC. UPON RECEIVING A PO FROM ATC THE SPECIAL INSPECTOR AT A MINIMUM MUST:REVIEW THE 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 POINTOF CONTACT IMMEDIATELY.THE SPECIAL INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR INSPECTION AND TESTREPORTS, REVIEWING THESE DOCUMENTS FOR ADHERENCE TO CONTRACT DOCUMENTS, CONDUCTING THE IN-FIELDINSPECTIONS, AND SUBMITTING THE SI REPORT TO AMERICAN TOWER CORPORATION.GENERAL CONTRACTORTHE GENERAL CONTRACTOR IS REQUIRED TO CONTACT THE SI INSPECTOR AS SOON AS RECEIVING A PO FOR THEMODIFICATION INSTALLATION OR TURNKEY PROJECT TO, AT A MINIMUM:REVIEW THE REQUIREMENTS OF THE SI CHECKLIST.WORK WITH THE SI TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS, INCLUDING FOUNDATIONINSPECTIONS.BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS.THE GENERAL CONTRACTOR SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS INACCORDANCE WITH THE REQUIREMENTS OF THE SI CHECKLIST.SPECIAL INSPECTION CHECKLISTINSPECTION DOCUMENTDESCRIPTIONINSPECTION TESTINGREQUIREDRESPONSIBILITYSI REVIEW REQUIREDINSPECTION FREQUENCYPRE CX DURING CX POST CX PERIODIC CONTINUOUSSPECIAL INSPECTION FIELD WORK & REPORTDOCUMENTATION AND SITE VISIT CONDUCTED BY AN ATC APPROVED SPECIAL INSPECTOR AS REQUIRED BY ATC AND OTHERAUTHORITIES HAVING JURISDICTION. INSPECTION PARAMETERS TO FOLLOW ATC'S STANDARD SPECIFICATION FOR WIRELESSTOWER SITES.SIENGINEERING ASSEMBLY DRAWINGSGC SHALL SUBMIT DRAWINGS TO SI FOR INCLUSION IN SI REPORTGCFABRICATED MATERIAL VERIFICATION & INSPECTIONMTR AND OR MILL CERTIFICATIONS FOR SUPPLIED MATERIALS GC SHALL SUPPLY SI WITH REPORTS TO BE INCLUDED IN SIREPORT WHEN REQUIRED BY ATCSICERTIFIED WELD INSPECTIONINSPECTION AND REPORT OF STRUCTURAL WELDING PERFORMED DURING PROJECT COMPLETED BY A CWI AND INCLUDEDWITHIN SI REPORTGC / TAFOUNDATION INSPECTION & VERIFICATIONVISUAL OBSERVATION AND APPROVAL OF FOUNDATION EXCAVATION, REBAR PLACEMENT, CASING/SHORING/FORMINGPLACEMENT, AND ANCHOR TEMPLATE AND ANCHOR PLACEMENT - TO BE SI APPROVED PRIOR TO CONCRETE POUR ANDDOCUMENTED IN THE SI REPORTSIANCHOR, ROCK ANCHOR OR HELICAL PULL-OUT TESTPULL TESTING OF INSTALLED ANCHORS TO BE COMPLETED AND DOCUMENTED IN SI REPORTGC / TACONCRETE INSPECTION & VERIFICATIONCONCRETE MIX DESIGN, SLUMP TEST, COMPRESSIVE TESTING, AND SAMPLE GATHERING TECHNIQUES ARE TO BE PROVIDEDFOR INCLUSION IN THE SI REPORT. SI SHALL VERIFY CONCRETE PLACEMENT AS REQUIRED BY THE DESIGN DOCUMENTS(INSPECTION FREQUENCY IS MARKED CONTINUOUS)GC / TADYWIDAG PLACEMENT/ANCHOR BOLT EMBEDMENT - EPOXY/GROUTINSTALLANCHOR/BAR EMBEDMENT, HOLE SIZE, EPOXY/GROUT TYPE, INSTALLATION TEMPERATURE AND INSTALLATION SHALL BEVERIFIED BY THE SI AND INCLUDED IN THE SI REPORTGC / SIBASE PLATE GROUT INSPECTION & VERIFICATIONBASE PLATE GROUTING TYPE AND PLACEMENT SHALL BE CONFIRMED BY THE SI AND INCLUDED IN THE SI REPORTGC / SIEARTHWORK INSPECTION & VERIFICATIONEXCAVATION, FILL, SLOPE, GRADE AND OTHER EARTHWORK REQUIREMENTS PER PLANS SHALL BE VERIFIED BY THE SI ANDINCLUDED IN THE SI REPORTGC / TACOMPACTION VERIFICATIONCONTRACTOR SHALL PROVIDE AN INDEPENDENT THIRD PARTY CERTIFIED INSPECTION WHICH PROVIDES TEST RESULTS FORCOMPACTION TEST OF SOILS IN PLACE TO ASTM STANDARDS.GC / TAGROUND TESTING & VERIFICATIONGC SHALL PROVIDE DOCUMENTATION SHOWING THAT THE GROUNDING SYSTEM SHALL HAVE A MEASURED RESISTANCE TOTHE GROUND OF NOT MORE THAN THE RECOMMENDED 10 OHMS. PER THE ATC CONSTRUCTION SPECIFICATION UNDERSECTION 2.15 THIS DOCUMENTATION MUST BE AN INDEPENDENT CERTIFICATION.GCSTEEL CONSTRUCTION INSPECTION & VERIFICATIONVISUAL OBSERVATION AND APPROVAL OF STEEL CONSTRUCTION TO BE PERFORMED BY THE SI. INSPECTION TO INCLUDEVERIFICATION OF NEW CONSTRUCTION OR MODIFICATION OF EXISTING CONSTRUCTION PER ENGINEERED PLANS. DETAILEDVERIFICATION SHALL BE INCLUDED IN SI REPORT.SION-SITE COLD GALVANIZING VERIFICATIONSI SHALL VERIFY WITH GC ALL COLD GALVANIZATION TYPE AND APPLICATION AND INCLUDE SUMMARY IN SI REPORTGCGUY WIRE TENSIONING & TOWER ALIGNMENT REPORTGC SHALL PROVIDE SI EVIDENCE OF PROPER GUY TENSIONING AND TOWER PLUMB PER PLANS. SI SHALL VERIFY ANDINCLUDE PLUMB AND TENSION REPORTING IN SI REPORT.GCGC AS-BUILT DRAWINGS WITH CONSTRUCTION RED-LINESGC SHALL SUBMIT "AS-BUILT" DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS TO SI FORAPPROVAL/REVIEW AND INCLUSION IN SI REPORTGCSI AS-BUILT DRAWINGS WITH INSPECTION RED-LINES (AS REQUIRED)SI SHALL SUBMIT "AS-BUILT" DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS WITHIN SI REPORTSITIA INSPECTIONSI SHALL COMPLETE TIA INSPECTION AND PROVIDE SEPARATE TIA INSPECTION DOCUMENTATION TO ATC CMSIPHOTOGRAPHSPHOTOGRAPHIC EVIDENCE OF SPECIAL INSPECTION, ON SITE REMEDIATION, AND ITEMS FAILING INSPECTION & REQUIRINGFOLLOW UP TO BE INCLUDED WITHIN THE SI REPORT. COMPLETE PHOTO LOG IS TO BE SUBMITTED WITHIN SI REPORT.GC / SINOTE: 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 SHALLWORK TO COMPILE EVIDENCE OF PROPER CONSTRUCTION AND LIMIT THE NUMBER OF SI SITE VISITS REQUIRED.TABLE KEY:SI - ATC APPROVED SPECIAL INSPECTOR CX - CONSTRUCTIONGC - GENERAL CONTRACTOR CM - CONSTRUCTION MANAGERTA - 3RD PARTY TESTING AGENCY ATC - AMERICAN TOWER CORPORATION THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06G-004ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053REBAR LIST0FIRST ISSUE BJK 01/30/200BARSIZEWEIGHTSTANDARD REBAR CHART30.376 1 1/8" 1'-0"40.668 1 1/2" 1'-6"51.043 1 7/8"61.502 2 1/4"72.044 2 5/8"82.6703"93.400 4 1/2"104.3035"115.313 5 1/2"2'-0"2'-0"2'-4"2'-8"3'-0"3'-6"4'-0"BARDIAMETER(in.)0.3750.5000.6250.7500.8751.0001.1281.2701.410MINIMUMOVERLAPLENGTHSINSIDEBENDRADIUSDRILLEDHOLE DIA.1/2"5/8"3/4"7/8"1 1/8"1 1/4"1 3/8"1 1/2"1 5/8"AABADBCBCCAADBCBCADINSIDE RADIUSINSIDE RADIUSINSIDE RADIUSINSIDE RADIUSGENERAL FOUNDATION AND CONSTRUCTION NOTES:1. CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS.2. MAXIMUM ALLOWED WATER/CEMENT RATIO = 0.453.318.4. 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 DURINGPOURING 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 DEGREE4. REINFORCING STEEL PLACEMENT: PLUS OR MINUS 1/2" INCLUDING CONCRETE COVER5. PROJECTIONS OF EMBEDMENTS: PLUS OR MINUS 1/4"6. VERTICAL EMBEDMENTS OUT OF PLUMB: 1.0 DEGREE7. 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" OFFACE SPREAD9. MAXIMUM DISTANCE FROM CENTERLINE OF ANCHOR BOLT TO CENTERLINE OF FOUNDATION: 1/24TH OF PIERDIAMETER 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 DEGREES13. ANCHOR BOLT CIRCLE DIAMETER: PLUS OR MINUS 1/8"GUYED TOWERS:14. GUY RADIUS: PLUS OR MINUS 3% OF TOWER HEIGHT15. ANCHOR ELEVATION: 3% OF TOWER HEIGHT ABOVE OR BELOW TOWER BASE. IF ELEVATIONS OF ANCHORSVARY BY MORE THAN 3%, ANCHOR RADIUS IS TO BE CHANGED TO KEEP THE ANCHOR LOCATED ON THE GUYFORCE 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 DEGREE18. ANCHOR ROD ALIGNMENT: TOWARDS TOWER CENTER POINT, PLUS OR MINUS 0.25 DEGREE19. GUY ANCHOR HEAD SIDES VERTICAL: PLUS OR MINUS 1 DEGREE. XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXX0D2908-SM4X15STUD0D2908-SM4X15STUDTHESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06C-101ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053DETAILED SITE PLAN0FIRST ISSUE BJK 01/30/200 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 EELECTRICAL 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)***oX010'20'SCALE: 1"=10' (11X17) 1"=5' (22X34) THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06S-201ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053MODIFICATION PROFILE0FIRST ISSUE BJK 01/30/200HC2 HOLDINGS, INC.EL: 390.0' [PROPOSED]EL: 0.0'[BOTTOM OF STRUCTURE]FW: 3.5'TOWER ELEVATION VIEWEL: 440.0'[TOP OF STRUCTURE]NOTE:CONTACT AMERICAN TOWER FIELD OPERATIONS WHEN EXISTINGEQUIPMENT INTERFERES WITH INSTALLATION OF MODIFICATIONS. ONCEAPPROVED, EXISTING EQUIPMENT MAY BE TEMPORARILY MOVED DURINGINSTALLATION & REINSTALLED TO THE ORIGINAL HEIGHT & LOCATION BYCONTRACTOR POST COMPLETION OF MODIFICATIONS.R = 295.0'COAX DISTRIBUTIONPLUMB AND TENSION NOTES:1. PLUMB AND TENSION TOWER UPON THE COMPLETION OF ANY OTHER REQUIRED STRUCTURALMODIFICATIONS DETAILED IN THE MODIFICATION PACKAGE. REFER TO GUY WIRE TENSION CHARTFOR REQUIRED GUY WIRE TENSION VALUES.2. NOTIFY ATC ENGINEERING PRIOR TO RETENSIONING IF THE GUY ANCHOR DROP, RISE OR RADIUSEXCEEDS 15 FT AT ANY GUY ANCHOR LOCATION OR IF ANY GUY WIRE SIZE DIFFERS FROM THOSESTATED IN THESE DRAWINGS.3. RETENSIONING OF EXISTING GUY WIRES SHALL BE PERFORMED AT A TIME WHEN THE WIND VELOCITYIS 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 DISTANCEBETWEEN THE VERTICAL CENTERLINES AT ANY TWO ELEVATIONS SHALL NOT EXCEED 0.25% OF THEVERTICAL DISTANCE BETWEEN THE TWO ELEVATIONS (EXAMPLE, NOT TO EXCEED 0.6 INCHES FOR 20FEET VERTICAL DISTANCE).5. THE TWIST BETWEEN ANY TWO ELEVATIONS SHALL NOT EXCEED 0.5 DEGREES IN 10 FEET. THEMAXIMUM TWIST OVER THE STRUCTURE HEIGHT SHALL NOT EXCEED 5 DEGREES.6. SEE "GUY WIRE RETENSIONING AND STANDARD SAFETY WIRE DETAILS" SHEET FOR ACCEPTABLE GUYWIRE TERMINATION EXTENSION, IF REQUIRED.7. INSTALL / REINSTALL THE GUY ANCHOR SAFETY WIRE AS SHOWN ON THE "GUY WIRE RETENSIONINGAND STANDARD SAFETY WIRE DETAILS" SHEET.8. FOR GUY WIRE REPLACEMENT, PROVIDE TEMPORARY GUYING TO SECURE TOWER. CONTRACTOR TOONLY REPLACE (1) GUY WIRE AT A TIME.HC2 HOLDINGS, INC.PROPOSED(1) 1 5/8" COAXINSTALLED ON TOWERFACE WITH LEAST AMOUNTOF EXISTING COAXRETENSION EXISTING 1/2" EHS GUY WIREEL: 70.0' / I.T. = 10% BREAKING STRENGTHRETENSION EXISTING 5/8" EHS GUY WIREEL: 140.0' / I.T. = 10% BREAKING STRENGTHRETENSION EXISTING 1/2" EHS GUY WIREEL: 210.0' / I.T. = 10% BREAKING STRENGTHRETENSION EXISTING 9/16" EHS GUY WIREEL: 280.0' / I.T. = 10% BREAKING STRENGTHRETENSION EXISTING 3/4" BS GUY WIREEL: 350.0' / I.T. = 10% BREAKING STRENGTHRETENSION EXISTING 3/4" BS GUY WIREEL: 420.0' / I.T. = 10% BREAKING STRENGTHEL: 20.0'SECTION 1EL: 40.0'SECTION 2EL: 60.0'SECTION 3EL: 80.0'SECTION 4EL: 100.0'SECTION 5EL: 120.0'SECTION 6EL: 140.0'SECTION 7EL: 160.0'SECTION 8EL: 180.0'SECTION 9EL: 200.0'SECTION 10EL: 220.0'SECTION 11EL: 240.0'SECTION 12EL: 260.0'SECTION 13EL: 280.0'SECTION 14EL: 300.0'SECTION 15EL: 320.0'SECTION 16EL: 340.0'SECTION 17EL: 360.0'SECTION 18EL: 380.0'SECTION 19EL: 400.0'SECTION 20EL: 420.0'SECTION 21SECTION 22INSTALL FOUNDATION PIER COLLARAT EACH GUY ANCHOR[12'-0" X 12'-0" X 3'-6"]FROM EL: -2.5' TO 1.0'. SEE SHEETSS-501 & S-502 FOR INSTALLATION DETAILS. THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06S-501ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053FOUNDATIONINSTALLATION DETAILS0FIRST ISSUE BJK 01/30/200PLAN VIEWTYPICAL FOUNDATION INSTALLATION DETAIL295'-0" (TYP.)PLAN VIEW(NOT TO SCALE)(TYP.)PROPOSEDFOUNDATION PIER COLLAR(TYP.)TO CENTEROF TOWER12'-0"1'-0"(TYP. OF3 SIDES)(10) EQUAL SPACES @ 12" = 10'-0"(TYP. OF 3 SIDES)3" CLR(TYP.)1'-0"(TYP. OF3 SIDES)3" CLR(TYP.)12'-0"1'-0"(4) EQUAL SPACES @ 12" = 4'-0"3" CLR(TYP.)3" CLR(TYP.)6"1'-0"1'-0"(4) EQUAL SPACES @ 12" = 4'-0"6"9" MINEMBED.(TYP.)BBAAPROPOSEDFOUNDATION PIER COLLAR#6 X 11'-6"REBAR(TYP. TOP AND BTMSEE NOTE 2.)[24 TOTAL PER ANCHOR]#6 X 4'-6"DOWEL(TYP. TOP AND BTMSEE 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 COLLARINSTALLATION. INSTALL NEW ANCHOR FENCING ONCE INSTALLATION IS COMPLETE. SEE SHEETZ-501 FOR INSTALLATION DETAILS.5. CONCRETE FOUNDATION PIER COLLAR TO BE INSTALLED AROUND (3) EXISTING PIER FOUNDATIONS.TOTAL CONCRETE REQUIRED: 506. 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 POURINGNEW CONCRETE.13. CRACKS & BROKEN CONCRETE TO BE CLEANED WITH BUSH HAMMER OR SANDBLASTING. AFTERCLEANING, ALL CRACKS TO BE ROUTED TO 3/8" - 1/2" WIDE & 1/4" DEEP WITH GRINDER. INJECTFLUSH TO EXISTING FOUNDATION WITH HIGH STRENGTH NON-SHRINK GROUT.14.LPL BONDING AGENT OR APPROVED EQUIVALENT, PRIOR TO POURING NEW CONCRETE. ADDITIONALCONDITIONS.15. PRIOR TO INSTALLATION, REMOVE ORGANICS AND DELETERIOUS MATERIAL. COMPACT AREAUNDER 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 OAKSGROUP PROJECT GEO20-05594-05, DATED JANUARY 7, 2020. THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06S-502ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053FOUNDATIONINSTALLATION DETAILS(CONT'D)0FIRST ISSUE BJK 01/30/200GRADE9"3'-6"6" CLR2'-6"6" CLRGRADE3" 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 DETAILSECTION "B-B"TYPICAL DETAIL(EXISTING ANCHOR HEADNOT SHOWN FOR CLARITY)3'-6"6" CLR2'-6"6" CLR3" CLR(TYP.)1'-0"(TYP.)(10) EQUAL SPACES @ 12" = 10'-0"(TYP.)12'-0"1'-0"(TYP.)3" CLR(TYP.)PROPOSEDFOUNDATIONPIER COLLARPROPOSEDFOUNDATIONPIER 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 BTMSEE 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 BTMSEE NOTE 2.)[24 TOTAL PER ANCHOR]9" THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06S-601ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053GUY WIRE TENSION CHART0FIRST ISSUE BJK 01/30/200NOTES:THE MAXIMUM DEVIATION FROM THE DESIGN INITIAL TENSIONS ARE:1.THIS TEMPERATURE/TENSION CHART.2.THIS TEMPERATURE/TENSION CHART. THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06S-602ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053GUY WIRE RETENSIONINGAND STANDARD SAFETYWIRE DETAILS0FIRST ISSUE BJK 01/30/200STANDARD GUY WIRE HARDWAREHARDWARESIZE U.T.S. W.L.SIZESIZESIZESIZESIZE3/16" EHS 4.0 K 2.0 K 5/8 X 121/2"3/16"3/16"3/8" HVY5/8"3/4"1/4" EHS 6.7 K 3.3 K 5/8 X 121/2"1/4"1/4"3/8" HVY5/8"3/4"5/16" EHS 11.2 K 5.6 K 5/8 X 121/2"5/16"5/16"3/8" HVY5/8"3/4"3/8" EHS 15.4 K 7.7 K 3/4 X 185/8"3/8"3/8"1/2" HVY5/8"3/4"7/16" EHS20.8 K 10.4 K3/4 X 185/8"7/16"7/16"1/2" HVY5/8"3/4"1/2" EHS 26.9 K 13.5 K 7/8 X 183/4"1/2"1/2"5/8" HVY5/8"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" HVY5/8"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" HVY3/4"7/8"11/16" EHS50.0 K 25.0 K1 1/4 X 24 1 1/8"11/16"11/16"7/8" HVY3/4"7/8"3/4" EHS 58.3 K 25.7 K 1 1/4 X 24 1 1/8"3/4"3/4"1" HVY3/4"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" HVY7/8"1"1" EHS 104.5 K 52.3 K 1 1/2 X 24 1 3/8"1"1"1 1/8" HVY1"1 1/8"1/2" BS30.0 K 15.0 K7/8 X 183/4"1/2"1/2"5/8" HVY5/8"3/4"9/16" BS 38.0 K 19.0 K 7/8 X 183/4"9/16"9/16"5/8" HVY5/8"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" HVY5/8"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" HVY3/4"7/8"3/4" BS68.0 K 34.0 K1 1/4 X 24 1 1/8"3/4"3/4"1" HVY3/4"7/8"13/16" BS 80.0 K 40.0 K 1 1/2 X 24 1 3/8"13/16"13/16"1" HVY7/8"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" HVY7/8"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" HVY1"1 1/8"5 THREADS,MINIMUMDEAD END GRIPINSTALL SHACKLEINSTALL SHACKLEANCHOR HEAD PLATETHIMBLEGUY WIRE TAILDEAD END SLEEVE5 THREADS,MINIMUMALLOWED GUY WIRE TERMINATION MODIFICATION TO RETENSION GUY WIRESSEIZING WIRE INSTALLATIONTYPICAL DETAILGUY WIRE18 GAGESEIZING WIRESEE NOTES 2 & 3SEE NOTE 1GUY WIRE18 GAGESEIZING WIRETYPICAL SAFETY WIRE INSTALLATIONDETAIL W/O SHACKLESTYPICAL SAFETY WIRE INSTALLATIONDETAIL W/ SHACKLES3/8" EHSSAFETY WIRE(20 FT)(2) WIRE ROPE CLIPS, 3/8"THREAD SAFETY WIRE THROUGHALL THIMBLES, TURNBUCKLE BODYAND JAW ENDS THEN FASTEN LOOPWITH (2) 3/8" WIRE ROPE CLIPS.3/8" EHSSAFETY WIRE(20 FT)(2) WIRE ROPE CLIPS, 3/8"THREAD SAFETY WIRE THROUGHALL THIMBLES, TURNBUCKLE BODYAND JAW ENDS THEN FASTEN LOOPWITH (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 GUYWIRE 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 WIREAROUND GUY WIRE FOR A WIDTH EQUAL TO THE GUY WIRE DIAMETER.3. WRAP SEIZING WIRE TIGHTLY AGAINST SERVING, WINDING TWISTED WIRE INTO KNOTBEFORE CUTTING OFF ENDS OF THE WIRE. POUND KNOT SNUGLY AGAINST THE GUY WIRE.INSTALL LONGERTURNBUCKLENOTES:1. TO OBTAIN CORRECT GUY WIRE TENSIONS, IT MAY BE NECESSARY TO REPLACETHE DEAD END GRIP (PREFORM) OF SOME GUY WIRES DUE TO EXISTINGOVER-CONTRACTED TURNBUCKLES.2. IF EXISTING TURNBUCKLE IS ALREADY FULLY EXTENDED, THE COMBINATION OFSHACKLES AND A LONGER TURNBUCKLE AS SHOWN MAY BE USED TO PROVIDEREQUIRED ADJUSTMENT. ALTERNATIVELY, IF THE EXISTING GUY WIRE TAIL ISLONG ENOUGH, THE DEAD END GRIP (PREFORM) MAY BE REINSTALLED TOINCREASE THE OVERALL LENGTH OF THE GUY WIRE.3. IF REMOVAL OF EXISTING DEAD END GRIP (PREFORM) IS REQUIRED, IT CANNOTBE REUSED.4. IF EXISTING GUY WIRE GROUNDING IS REMOVED DURING MODIFICATIONINSTALLATION, IT MUST BE RECONNECTED AFTER THE COMPLETION OF THECANNOT BE RECONNECTED, GUY WIRE GROUNDING IS TO BE REPAIRED ORREPLACED.GUY WIRE THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATIONAS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTYOF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BERESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY AREPREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICHRELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER ISSTRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALLREMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THEENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEWOF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALLDIMENSIONS AND ADVISE AMERICAN TOWER OF ANYDISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING ISSUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICANTOWER.DESCRIPTIONREV.DATEBYATC SITE NUMBER:ATC SITE NAME:SITE ADDRESS:ATC JOB NO:DRAWN BY:APPROVED BY:DATE DRAWN:SHEET NUMBER:REVISION:75123FORT PIERCE - OMNIAMERICAFLORIDA14101 W ANGLE RDFORT PIERCE, FL 34945BJKNOY01/30/20OAA753661_C6_06Z-501ATC TOWER SERVICES, LLC3500 REGENCY PARKWAYSUITE 100CARY, NC 27518PHONE: (919) 468-0112COA: 9053GUY ANCHORFENCE & GROUNDING DETAILS0FIRST ISSUE BJK 01/30/200ELEVATION VIEWANCHOR GROUNDING DETAILPLAN VIEWGUY ANCHOR GROUNDING DETAILELEVATION VIEWGUY ANCHOR FENCE DETAIL6'-0"(TYP.)1'-0"(TYP.)6'-0"(TYP.)15'-0" MIN.TO BOTTOM GUY2'-0" MIN.TO BTM GUY8'-0" MAX(TYP.)FENCE POSTSCONCRETEFOUNDATION(4000 PSI)LINE POSTS W/CONCRETE FOUNDATION(4000 PSI)[SEE NOTE]PIPE CAP(TYP.)4" HOT DIPPEDGALVANIZED PIPE(TYP.)[PAINT YELLOW (WITH REFLECTIVEPAINT WHEN NO FENCING REQ.)]3'-6"(TYP.)3'-0"FINISHEDGRADEFORK LATCH WITHCOMBINATIONLOCK1" GAP BETWEENFINISH GRADE ANDBOTTOM OF GATE4'-0" WIDEMAN GATENOTES:.1. REPLACEMENTS TO MATCH EXISTING FOOTPRINT, TYPE AND HEIGHTUNLESS NOTED OTHERWISE BY THE CM.2. 8" MAX BEND RADIUS FOR GROUND CONDUCTORS.3. ANCHOR FENCING POSTS MAY BE FIELD CUT TO FACILITATEINSTALLATION ON FOUNDATION USING FENCING POST FLANGES ORSIMILAR CONNECTION AS SHOWN IN DETAIL "A". CONTRACTOR TOFIELD DETERMINE AND PROVIDE ALL MATERIALS AND HARDWARENECESSARY FOR FENCE POST FLANGE INSTALLATION.3'-0"10'-0"ELEVATION VIEWGUY ANCHOR GATE DETAIL1'-0"(TYP.)POST(TYP.)FENCEPAD AND PIERFOUNDATIONANCHOR RODFINISHED GRAVELBASE W/ WEED BARRIERFAN PLATEGUY WIREGALVANIZEDGROUND ROD(TYP.)2' MIN.XX X X X X X XXXXXXXXXXX 1/2" CROWNFOR DRAINAGE5'-0"GUYED TOWERGUY WIRES2" X 2" 9 GA.FENCE FABRIC(TYP.)FAN PLATEPOST (TYP.)FINISHEDGRADE3/16" X 3/4"STRETCHER BARAT CORNER ANDGATE POSTSPOSTPAD AND PIERFOUNDATIONGUY ANCHORWEED BARRIERWITH TURNBUCKLE ATCORNERS AND GATE30" MIN. OR6" BELOWFROST DEPTHFINISHEDGRADEDEAD END SLEEVE(REQUIRED ON ALLDEAD END GRIPS)DEAD END GRIP & THIMBLE(TYP.)3/8" EHS SAFETY WIRE (15'-0") TO BERUN IN FIGURE 8 THROUGH ALLTHIMBLES, TURNBUCKLE BODIESAND JAW ENDS. SECURE LOOP TOSELF WITH (2) 3/8" WIRE ROPE CLIPS.FAN PLATE2' MIN.#2 SOLID, BARE,TINNED COPPERGROUNDING CONDUCTOR(TYP.)EXOTHERMIC WELD(TYP. AT ALLGROUNDING RODS)GROUND ROD(TYP.)MECHANICAL CONNECTIONLISTED FOR APPLICATIONPAD AND PIERFOUNDATIONDETAIL "A"TYPICAL FENCING POST FLANGEANCHOR PER NOTE 3& DETAIL "A"POINT OFDAYLIGHT CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICA ATC PROJECT#: SITE NUMBER:TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: FOUNDATION MODIFICATION SPECIAL INSPECTION APPENDIX C EOR APPROVAL EMAIL SEE FOLLOWING PAGES 14101 W Angle Rd 440' Fort Pierce, FL 34945 Cloudy, 83°F, Wind 5-15 MPH Tooie Hales Terry Fuller / Trent Lunsford American Tower Corporation Friday, May 15, 2020 OAA753661_C6_06 75123 GUYED TOWER From: Bryan Lanier <Bryan.Lanier@AmericanTower.com> Sent: Monday, May 11, 2020 5:31 PM To: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com>; Treva Mitchell <tmitchell@commstructures.com>; Victoria McKee <victoria.mckee@ets‐pllc.com>; Christina Minor <Christina.Minor@AmericanTower.com> Cc: 'Bobby Abernathy' <babernathy@commstructures.com>; John Zorger <John.Zorger@AmericanTower.com> Subject: RE: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 1 in above grade is acceptable. Green light. Bryan Lanier, P.E., S.E. American Tower Corporation 919.466.5004 Office 919.302.4230 Mobile From: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com> Sent: Monday, May 11, 2020 4:13 PM To: Treva Mitchell <tmitchell@commstructures.com>; 'Victoria McKee' <victoria.mckee@ets‐pllc.com>; Bryan Lanier <Bryan.Lanier@AmericanTower.com>; Christina Minor <Christina.Minor@AmericanTower.com> Cc: 'Bobby Abernathy' <babernathy@commstructures.com>; John Zorger <John.Zorger@AmericanTower.com> Subject: Re: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Bryan/Christina: Can you please see the issue below and provide a determination please? Thanks! Jeff Stewart American Tower 678‐800‐3025 ‐‐‐‐‐‐ Original message‐‐‐‐‐‐ From: Treva Mitchell Date: Mon, May 11, 2020 2:32 PM To: Jeffrey Stewart;'Victoria McKee'; Cc: 'Bobby Abernathy';John Zorger; Subject:RE: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 One of the Fan Plates is only 1.5” above the existing grade. We will not be able to pour the concrete 3” above grade without imbedding part of the Fan Plate. Could find out if it is ok to pour the concrete 1” above grade? Treva Mitchell CommStructures, Inc. 101 E. Roberts Rd. Pensacola, FL 32534 From: Victoria McKee <victoria.mckee@ets-pllc.com> Sent: Tuesday, May 12, 2020 2:40 PM To: Nykesha Fyffe <Nykesha.Fyffe@ets-pllc.com> Subject: FW: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Another approval. Are we confirmed for this foundation inspection? You probably already have and it is in my inbox somewhere. I think we are taking cylinders too? This is all from memory if you cant tell From: Bryan Lanier <Bryan.Lanier@AmericanTower.com> Sent: Tuesday, May 12, 2020 2:39 PM To: Bobby Abernathy <babernathy@commstructures.com> Cc: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com>; Treva Mitchell <tmitchell@commstructures.com>; Victoria McKee <victoria.mckee@ets-pllc.com>; Christina Minor <Christina.Minor@AmericanTower.com>; John Zorger <John.Zorger@AmericanTower.com> Subject: RE: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Cutting the rebar is fine. Bryan Lanier, P.E., S.E. American Tower Corporation 919.466.5004 Office 919.302.4230 Mobile From: Bobby Abernathy <babernathy@commstructures.com> Sent: Tuesday, May 12, 2020 2:34 PM To: Bryan Lanier <Bryan.Lanier@AmericanTower.com> Cc: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com>; Treva Mitchell <tmitchell@commstructures.com>; Victoria McKee <victoria.mckee@ets-pllc.com>; Christina Minor <Christina.Minor@AmericanTower.com>; John Zorger <John.Zorger@AmericanTower.com> Subject: Re: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 All, The existing concrete on all three anchors are not exactly round. Is it ok to cut the rebar to fit or do we need to cut the existing concrete? See photo. Thanks, Bobby Sent from my iPhone On May 11, 2020, at 5:31 PM, Bryan Lanier <Bryan.Lanier@americantower.com> wrote: 1 in above grade is acceptable. Green light. Bryan Lanier, P.E., S.E. American Tower Corporation 919.466.5004 Office 919.302.4230 Mobile From: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com> Sent: Monday, May 11, 2020 4:13 PM To: Treva Mitchell <tmitchell@commstructures.com>; 'Victoria McKee' <victoria.mckee@ets-pllc.com>; Bryan Lanier <Bryan.Lanier@AmericanTower.com>; Christina Minor <Christina.Minor@AmericanTower.com> Cc: 'Bobby Abernathy' <babernathy@commstructures.com>; John Zorger <John.Zorger@AmericanTower.com> Subject: Re: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Bryan/Christina: Can you please see the issue below and provide a determination please? Thanks! Jeff Stewart American Tower 678-800-3025 ------ Original message------ From: Treva Mitchell Date: Mon, May 11, 2020 2:32 PM To: Jeffrey Stewart;'Victoria McKee'; Cc: 'Bobby Abernathy';John Zorger; Subject:RE: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 One of the Fan Plates is only 1.5” above the existing grade. We will not be able to pour the concrete 3” above grade without imbedding part of the Fan Plate. Could find out if it is ok to pour the concrete 1” above grade? Treva Mitchell CommStructures, Inc. 101 E. Roberts Rd. Pensacola, FL 32534 (850)-968-9293 ext 18 Fax (850)-968-9283 From: Treva Mitchell [mailto:tmitchell@commstructures.com] Sent: Monday, May 11, 2020 8:01 AM To: 'Jeffrey Stewart' <Jeffrey.Stewart@AmericanTower.com>; 'Kimberly Garner' <kgarner@commstructures.com>; 'Victoria McKee' <victoria.mckee@ets-pllc.com> Cc: 'Bobby Abernathy' <babernathy@commstructures.com>; 'John Zorger' <John.Zorger@AmericanTower.com> Subject: RE: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Please provide the combination code. Treva Mitchell CommStructures, Inc. 101 E. Roberts Rd. Pensacola, FL 32534 (850)-968-9293 ext 18 Fax (850)-968-9283 From: Treva Mitchell [mailto:tmitchell@commstructures.com] Sent: Friday, May 08, 2020 8:24 AM To: 'Jeffrey Stewart' <Jeffrey.Stewart@AmericanTower.com>; 'Kimberly Garner' From: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com> Sent: Wednesday, May 27, 2020 4:44 PM To: Zelda Perry <Zelda.Perry@ets-pllc.com> Cc: Nykesha Fyffe <Nykesha.Fyffe@ets-pllc.com> Subject: RE: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Zelda – ATC Broadcast Engineering stance: I’d ask them just to comment that review of the P&T is outside their scope, thus they have no comment on it. Bryan Lanier, P.E., S.E. American Tower Corporation 919.466.5004 Office 919.302.4230 Mobile Thanks, Jeff Stewart Broadcast Construction Manager SRV Site Development American Tower Corporation 678-800-3025 Direct Jeffrey.Stewart@AmericanTower.com From: Zelda Perry <Zelda.Perry@ets-pllc.com> Sent: Wednesday, May 27, 2020 2:21 PM To: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com> Cc: Nykesha Fyffe <Nykesha.Fyffe@ets-pllc.com> Subject: FW: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Hi Jeff, The TT&P is required on the checklist. The first document represents the GC’s TT&P I ran and the 2nd document is what the GC provided. We reviewed the GC’s TT&P and some of the tensions are outside of the allowable limits. We only completed the foundation inspection here. How would you like us to handle this? Would you or engineering want to waive the TT&P from the report or do you want to approve them as is? Best, From: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com> Sent: Thursday, May 28, 2020 4:52 PM To: Zelda Perry <Zelda.Perry@ets-pllc.com> Cc: Nykesha Fyffe <Nykesha.Fyffe@ets-pllc.com> Subject: RE: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Yes… thanks for the checking. Waved Jeff Stewart Broadcast Construction Manager SRV Site Development American Tower Corporation 678-800-3025 Direct Jeffrey.Stewart@AmericanTower.com From: Zelda Perry <Zelda.Perry@ets-pllc.com> Sent: Thursday, May 28, 2020 3:52 PM To: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com> Cc: Nykesha Fyffe <Nykesha.Fyffe@ets-pllc.com> Subject: RE: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Hi Jeff, Checklist calls for Cold Galv Verification and we can ask the GC to provide one. However, as you know we only did the foundation would you be okay with waving the Cold Galv requirement? Best, CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICA ATC PROJECT#: SITE NUMBER:TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: FOUNDATION MODIFICATION SPECIAL INSPECTION APPENDIX D TENSION TWIST AND PLUMB SEE FOLLOWING PAGES 14101 W Angle Rd 440' Fort Pierce, FL 34945 Cloudy, 83°F, Wind 5-15 MPH Tooie Hales Terry Fuller / Trent Lunsford American Tower Corporation Friday, May 15, 2020 OAA753661_C6_06 75123 GUYED TOWER Site #:ATC Tensioning Tool Rev 1.1.0 (08-27-2019) Site Name : Contractor Name : Completed By : Date : Temperature (°F) Wind Speed (MPH) Wind Direction (Northernmost (A) Anchor) Size Photo#GP / Left Photo#Right Photo#GP / Left Right 1 295.0 Guy Pull-Off EHS 1/2 80 2260 10%10.2% 2 295.0 Guy Pull-Off EHS 5/8 80 3480 10%9.7% 3 295.0 Guy Pull-Off EHS 1/2 80 2320 10%9.9% 4 295.0 Guy Pull-Off EHS 9/16 80 3320 L4L 3260 L4R 10%10.5%10.3% 5 295.0 Guy Pull-Off BS 3/4 80 6560 L5L 6680 L5R 10%10.3%10.5% 6 295.0 Guy Pull-Off BS 3/4 80 6400 L6L 6500 L6R 10%9.9%10.1% 7 8 9 10 11 12 (B Anchor) Size Photo#GP / Left Photo#Right Photo#GP / Left Right 1 295.0 Guy Pull-Off EHS 1/2 80 2040 10%9.4% 2 295.0 Guy Pull-Off EHS 5/8 80 3820 10%10.5% 3 295.0 Guy Pull-Off EHS 1/2 80 2240 10%9.6% 4 295.0 Guy Pull-Off EHS 9/16 80 3440 L4L 3480 L4R 10%10.8%10.9% 5 295.0 Guy Pull-Off BS 3/4 80 6100 L5L 5880 L5R 10%9.6%9.3% 6 295.0 Guy Pull-Off BS 3/4 80 6780 L6L 6760 L6R 10%10.5%10.5% 7 8 9 10 11 12 75123 Fort Pierce, FL CommStructures Justin Argereoen 5/13/2020 Comments 210.0 POST-TENSIONING: GUY TENSION MEASUREMENTS *Note - Cable sizes must be measured with Guy Cable Measuring Tool. Photos of size and tension measurements are required. If all cable sizes at one elevation are the same for all legs, photos of size measurements of only one leg are required. Guy Level Elev. (Ft.) Dist. To Anchor (Ft.) Guy Attachment Type Cable Type Cable Size measurement - *See Note above Paint Color on Dead-End Grip (If visible) Measured Tension (Lbs) - Use "GP/Left" column for Guy Pull- Off - *See Note aboveTemp. (°F) 140.0 210.0 280.0 350.0 420.0 Guy Level Elev. (Ft.) Dist. To Anchor (Ft.) Guy Attachment Type Cable Type Comments Temp. (°F) 70.0 70.0 Design Initial Tension (% of B.S.) Calculated Tension (± 10% of Design) 350.0 420.0 140.0 280.0 Cable Size measurement *See Note above Paint Color on Dead-End Grip (If visible) Measured Tension (Lbs) - Use "GP/Left" column for Guy Pull-Off *See Note above Design Initial Tension (% of B.S.) Calculated Tension (± 10% of Design) *Review of the P&T is outside of ETS scope, thus ETS has no comment on it. *Review of the P&T is outside of ETS scope, thus ETS has no comment on it. (C Anchor) Size Photo#GP / Left Photo#Right Photo#GP / Left Right 1 295.0 Guy Pull-Off EHS 1/2 80 2220 10%10.0% 2 295.0 Guy Pull-Off EHS 5/8 80 3440 10%9.6% 3 295.0 Guy Pull-Off EHS 1/2 80 2280 10%9.7% 4 295.0 Guy Pull-Off EHS 9/16 80 3100 L4L 3360 L4R 10%9.8%10.6% 5 295.0 Guy Pull-Off BS 3/4 80 5920 L5L 6100 L5R 10%9.4%9.6% 6 295.0 Guy Pull-Off BS 3/4 80 6980 L6L 6080 L6R 10%10.8%9.5% 7 8 9 10 11 12 280.0 350.0 420.0 Comments Temp. (°F) Guy Level Elev. (Ft.) 70.0 140.0 210.0 Design Initial Tension (% of B.S.) Calculated Tension (± 10% of Design)Dist. To Anchor (Ft.) Guy Attachment Type Cable Type Cable Size measurement *See Note above Paint Color on Dead-End Grip (If visible) Measured Tension (Lbs) - Use "GP/Left" column for Guy Pull-Off *See Note above *Review of the P&T is outside of ETS scope, thus ETS has no comment on it. Site #:ATC Tensioning Tool Rev 1.1.0 (08-27-2019) Site Name : Contractor Name : Completed By : Date : FW (Ft) Elev (Ft)Tower Plumb and Twist Measurements Wind Speed 3.50 440.00 Direction 3.50 5.00 3.50 0.00 Data Point Mast Elev. * See Note (Ft) A - Face Width (In) Leg Width (In)D1**i1 D2 i2 D3 i3 d (In)e a (Deg)x (In) y (In) r (In) 1 70.00 42.00 2.50 0.00 0.25 0.00 0.10 0.00 0.25 0.18 -0.10 0.21 2 140.00 42.00 2.50 0.00 0.25 -0.25 0.00 0.00 0.00 0.36 0.00 0.36 3 210.00 42.00 2.50 0.50 -0.25 -0.50 -0.10 0.00 -0.25 0.18 0.73 0.75 4 280.00 42.00 2.50 0.50 -0.50 -0.50 -0.21 -0.01 -0.49 0.00 0.83 0.83 5 350.00 42.00 2.50 0.75 -0.75 -0.75 -0.31 -0.01 -0.74 0.00 1.25 1.25 6 420.00 42.00 2.50 1.00 -1.00 -1.50 -0.63 -0.03 -1.48 0.36 1.88 1.91 7 8 9 *Mast Elevation Note 10 11 12 13 14 15 ** Displacement Note 16 "D" refers to direct 17 "i" refers to inverse 18 Unitless; values are fraction of leg displaced 19 20 75123 Fort Pierce, FL CommStructures Justin Argereoen 43964 Comments 4th Taper Change OR Top of Tower 3rd Taper Change OR Top of Tower 2nd Taper Change OR Top of Tower 1st Taper Change OR Top of Tower Base of tower (Bottom of steel)* For guyed towers, record data at each guy elevation and at all taper change elevations. For self-supporting towers, record data at each 20' section and at all taper change elevations. *For a GT w/ a tapered base, enter the face width at the top of the taper into Cell H14. POST ADJUSTMENT: 3-SIDED TOWER TWIST AND PLUMB The transit is to be set up on each leg azimuth at the base of the tower. The corresponding tower leg at the base of the tower is used to set the vertical baseline. OBSERVED LEG DISPLACEMENTS CALCULATED TWIST CALCULATED OUT-OF-PLUMB *Review of the P&T is outside their scope, thus we have no comment on it. From: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com> Sent: Wednesday, May 27, 2020 4:44 PM To: Zelda Perry <Zelda.Perry@ets-pllc.com> Cc: Nykesha Fyffe <Nykesha.Fyffe@ets-pllc.com> Subject: RE: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Zelda – ATC Broadcast Engineering stance: I’d ask them just to comment that review of the P&T is outside their scope, thus they have no comment on it. Bryan Lanier, P.E., S.E. American Tower Corporation 919.466.5004 Office 919.302.4230 Mobile Thanks, Jeff Stewart Broadcast Construction Manager SRV Site Development American Tower Corporation 678-800-3025 Direct Jeffrey.Stewart@AmericanTower.com From: Zelda Perry <Zelda.Perry@ets-pllc.com> Sent: Wednesday, May 27, 2020 2:21 PM To: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com> Cc: Nykesha Fyffe <Nykesha.Fyffe@ets-pllc.com> Subject: FW: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Hi Jeff, The TT&P is required on the checklist. The first document represents the GC’s TT&P I ran and the 2nd document is what the GC provided. We reviewed the GC’s TT&P and some of the tensions are outside of the allowable limits. We only completed the foundation inspection here. How would you like us to handle this? Would you or engineering want to waive the TT&P from the report or do you want to approve them as is? Best, CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICA ATC PROJECT#: SITE NUMBER:TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: FOUNDATION MODIFICATION SPECIAL INSPECTION APPENDIX E CONCRETE TEST REPORT SEE FOLLOWING PAGES 14101 W Angle Rd 440' Fort Pierce, FL 34945 Cloudy, 83°F, Wind 5-15 MPH Tooie Hales Terry Fuller / Trent Lunsford American Tower Corporation Friday, May 15, 2020 OAA753661_C6_06 75123 GUYED TOWER CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICA ATC PROJECT#: SITE NUMBER:TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: FOUNDATION MODIFICATION SPECIAL INSPECTION APPENDIX F EPOXY VERIFICATION SEE FOLLOWING PAGES 14101 W Angle Rd 440' Fort Pierce, FL 34945 Cloudy, 83°F, Wind 5-15 MPH Tooie Hales Terry Fuller / Trent Lunsford American Tower Corporation Friday, May 15, 2020 OAA753661_C6_06 75123 GUYED TOWER Epoxy Verification 75123 Fort Pierce Omniamerica June 16, 2020 RE: 75123 Fort Pierce Omniamerica This letter serves as verification that Hilti HIT-RE 500 V3 epoxy was used as approved by and within the scope of work as set out in the construction drawings on the ATC site: 75123 Fort Pierce Omniamerica site in accordance to given specifications and guidelines set forth by the ATC Construction Drawings – Job# OAA753661_C6_06 by Bryan K Lanier PE #77258 dated 02/7/2020. 75123 Fort Pierce Omniamerica 14101 W Angle Rd Fort Piece, FL Please contact me if I can be of any further assistance. Sincerely, Charles D. Sumlin Construction Manager CommStructures, Inc. 850-968-9293 ext 23 CommStructures, Inc. • 101 E ast Roberts Road • Pensacola, FL 32514 • 850 -968-9293 • Fax 850-968-9283 CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICA ATC PROJECT#: SITE NUMBER:TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: FOUNDATION MODIFICATION SPECIAL INSPECTION American Tower Corporation Friday, May 15, 2020 OAA753661_C6_06 75123 GUYED TOWER APPENDIX F COLD GALV VERIFICATION SEE FOLLOWING PAGES 14101 W Angle Rd 440' Fort Pierce, FL 34945 Cloudy, 83°F, Wind 5-15 MPH Tooie Hales Terry Fuller / Trent Lunsford From: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com> Sent: Thursday, May 28, 2020 4:52 PM To: Zelda Perry <Zelda.Perry@ets-pllc.com> Cc: Nykesha Fyffe <Nykesha.Fyffe@ets-pllc.com> Subject: RE: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Yes… thanks for the checking. Waved Jeff Stewart Broadcast Construction Manager SRV Site Development American Tower Corporation 678-800-3025 Direct Jeffrey.Stewart@AmericanTower.com From: Zelda Perry <Zelda.Perry@ets-pllc.com> Sent: Thursday, May 28, 2020 3:52 PM To: Jeffrey Stewart <Jeffrey.Stewart@AmericanTower.com> Cc: Nykesha Fyffe <Nykesha.Fyffe@ets-pllc.com> Subject: RE: [EXTERNAL] Re: ATC FND MOD: Ft. Pierce, FL #75123 Hi Jeff, Checklist calls for Cold Galv Verification and we can ask the GC to provide one. However, as you know we only did the foundation would you be okay with waving the Cold Galv requirement? Best, CLIENT:DATE AT SITE: SITE NAME:FORT PIERCE - OMNIAMERICA ATC PROJECT#: SITE NUMBER:TOWER TYPE: ADDRESS:TOWER HEIGHT: WEATHER: LEAD:SUPPORT: FOUNDATION MODIFICATION SPECIAL INSPECTION APPENDIX G TICKETS SEE FOLLOWING PAGES 14101 W Angle Rd 440' Fort Pierce, FL 34945 Cloudy, 83°F, Wind 5-15 MPH Tooie Hales Terry Fuller / Trent Lunsford American Tower Corporation Friday, May 15, 2020 OAA753661_C6_06 75123 GUYED TOWER Delta Oaks Group Project GEO20-05594-05 4904 Professional Courtō Second Floorō Raleighō NC ō 27609 919ō342ō8247 www.deltaoaksgroup.com Page 1 of 10 SUPPLEMENTAL GEOTECHNICAL REPORT January 7, 2020 Prepared For: American Tower Corporation Fort Pierce - OmniAmerica 75123 Existing 442-Foot Guyed Tower 14101 W Angle Road, Fort Pierce (St. Lucie County), Florida 34945 Latitude N 27° 27' 58.7” Longitude W 80° 27' 54.1” Delta Oaks Group Project GEO20-05594-05 Revision 0 Performed By: Reviewed By: Erin Benson, E.I. Joseph V. Borrelli, Jr., P.E. Delta Oaks Group Project GEO20-05594-05 4904 Professional Courtō Second Floorō Raleighō NC ō 27609 919ō342ō8247 www.deltaoaksgroup.com Page 2 of 10 INTRODUCTION This geotechnical investigation report has been completed for the existing 442-foot, single ring, guyed tower located at 14101 W Angle Road in Fort Pierce (St. Lucie County), Florida. The purpose of this interpretation was to provide engineering recommendations and subsurface condition data at the existing tower location. A geotechnical engineering interpretation of the collected information by GEOServices, LLC was completed and utilized to suggest design parameters regarding the adequacy of the structure’s foundation capacity under various loading conditions. This report provides the geologic material identification and design parameter recommendations for use in the analysis of the telecommunication facility’s foundation. SITE CONDITION SUMMARY The existing tower and compound are located in an agricultural field exhibiting a generally flat topography across the tower compound and subject property. REFERENCES Geotechnical Report, prepared by GEOServices, LLC, dated July 8, 2008 Foundation Mapping, prepared by SGS Towers, dated December 13, 2019 TIA Standard (TIA-222-G), dated August 2005 SUBSURFACE FIELD INVESTIGATION SUMMARY The subsurface field investigation was conducted through the advancement of four mechanical soil test borings by GEOServices, LLC to termination depths ranging from 20.0 to 30.0 feet bgs. The GEOServices, LLC report states that samples were obtained in accordance with ASTM D 1586. A detailed breakdown of the material encountered in the GEOServices, LLC subsurface field investigation can be found in the boring logs presented in the Appendix of this report. A GEOServices, LLC boring plan portraying the spatial location of the boring in relation to the existing tower, tower compound and immediate surrounding area was not included in the original report. Delta Oaks Group Project GEO20-05594-05 4904 Professional Courtō Second Floorō Raleighō NC ō 27609 919ō342ō8247 www.deltaoaksgroup.com Page 3 of 10 SUBSURFACE CONDITION SUMMARY The following provides a general overview of the site’s subsurface conditions based on the data obtained in the attached boring logs provided in the GEOServices, LLC geotechnical report. FILL Fill material was not encountered during the GEOServices, LLC subsurface field investigation. SOIL The residual soil encountered in the GEOServices, LLC subsurface field investigation began at the existing ground surface in the borings and consisted of gravel and poorly graded sand. The materials ranged from a very loose to medium dense relative density. Auger advancement refusal was not encountered during the GEOServices, LLC subsurface field investigation. ROCK Rock was not encountered during the GEOServices, LLC subsurface field investigation. SUBSURFACE WATER At the time of drilling, subsurface water was encountered during the GEOServices, LLC subsurface investigation at a depth of 2.5 feet bgs in borings B-1 through B-4. However, subsurface water elevations can fluctuate throughout the year due to variations in climate, hydraulic parameters, nearby construction activity and other factors. FROST PENETRATION The frost penetration depth for St. Lucie County, Florida is 0 inches. Delta Oaks Group Project GEO20-05594-05 4904 Professional Courtō Second Floorō Raleighō NC ō 27609 919ō342ō8247 www.deltaoaksgroup.com Page 4 of 10 FOUNDATION ANALYSIS SUMMARY Based on the information provided, the current foundation consists of a 9.3-ft square pad with a 7.3-ft by 3.0-ft modification to the wings for the tower mast and 4.5-ft diameter caisson bearing 29.0 feet bgs for the guy anchors. In consideration of the provided foundation parameters and the determined soil characteristics, the strength parameters presented in the following sections can be utilized for analysis of the existing foundations. In the event the foundation dimensions and/or foundation types vary from the information provided, Delta Oaks Group should be contacted to determine if revisions and/or additional site investigation(s) are necessary. GENERAL SUBSURFACE STRENGTH PARAMETERS GENERAL SUBSURFACE STRENGTH PARAMETERS Boring Depth (bgs) USCS Moist/Buoyant Unit Weight (pcf) Phi Angle (degrees)Cohesion (psf) B-1 0.0 – 0.5 GP 105 0 0 0.5 – 2.5 SP 105 29 0 2.5 – 4.5 SP 110 / 48 31 0 4.5 – 6.5 SP 105 / 43 30 0 6.5 – 8.5 SP 115 / 53 32 0 8.5 – 13.5 SP 110 / 48 31 0 13.5 – 18.5 SP 115 / 53 32 0 18.5 – 23.5 SP 100 / 38 28 0 23.5 – 30.0 SP 115 / 53 32 0 Boring Depth (bgs) USCS Moist/Buoyant Unit Weight (pcf) Phi Angle (degrees)Cohesion (psf) B-2 0.0 – 0.5 SP 105 0 0 0.5 – 2.5 SP 105 29 0 2.5 – 13.5 SP 105 / 43 30 0 13.5 – 18.5 SP 110 / 48 31 0 18.5 – 20.0* SP 105 / 43 30 0 Delta Oaks Group Project GEO20-05594-05 4904 Professional Courtō Second Floorō Raleighō NC ō 27609 919ō342ō8247 www.deltaoaksgroup.com Page 5 of 10 *Soil parameters assumed similar below depth of exploration for analysis purposes. The buoyant unit weight of soil should be utilized below a depth of 2.5 feet bgs in borings B-1 through B-4. The unit weight provided assumes overburden soil was compacted to a minimum of 95% of the maximum dry density as obtained by the standard Proctor method (ASTM D 698) and maintained a moisture content within 3 percent of optimum The values provided for phi angle and cohesion should be considered ultimate. Boring Depth (bgs) USCS Moist/Buoyant Unit Weight (pcf) Phi Angle (degrees)Cohesion (psf) B-3 0.0 – 0.5 SP 105 0 0 0.5 – 5.0 SP 105 / 43 29 0 5.0 – 13.5 SP 105 / 43 30 0 13.5 – 18.5 SP 110 / 48 31 0 18.5 – 20.0* SP 105 / 43 30 0 Boring Depth (bgs) USCS Moist/Buoyant Unit Weight (pcf) Phi Angle (degrees)Cohesion (psf) B-4 0.0 – 2.5 SP 105 29 0 2.5 – 4.5 SP 105 / 43 30 0 4.5 – 6.5 SP 105 / 43 29 0 6.5 – 13.5 SP 105 / 43 30 0 13.5 – 18.5 SP 110 / 48 31 0 18.5 – 20.0* SP 105 / 43 30 0 Delta Oaks Group Project GEO20-05594-05 4904 Professional Courtō Second Floorō Raleighō NC ō 27609 919ō342ō8247 www.deltaoaksgroup.com Page 6 of 10 SUBSURFACE STRENGTH PARAMETERS – SHALLOW TOWER FOUNDATION A sliding friction factor of 0.30 can be utilized along the base of the existing foundation. An Ultimate Passive Pressure Table is presented on the following page. Delta Oaks Group recommends an appropriate factor of safety be utilized for the analysis of the foundation. ULTIMATE PASSIVE PRESSURE VS. DEPTH - TOWER FOUNDATION Boring Dimensions (feet) Depth (feet bgs) Ultimate Bearing Capacity (psf) B-1 9.3 x 9.3 WITH 7.3 x 3.0 MODIFICATION 2.8 5,380 Soil Layers (feet) Moist Unit Weight Phi Angle Cohesion PV KP Ph Top 0 105 0 0 0 1 0 Bottom 0.5 105 0 0 52.5 1 52.5 Top 0.5 105 29 0 52.5 2.88206 151.3082 Bottom 2.5 105 29 0 262.5 2.88206 756.5408 Top 2.5 110 31 0 262.5 3.124035 820.0592 Bottom 4.5 110 31 0 357.7 3.124035 1117.467 Top 4.5 105 30 0 357.7 3 1073.1 Bottom 6.5 105 30 0 442.9 3 1328.7 Top 6.5 115 32 0 442.9 3.254588 1441.457 Bottom 8.5 115 32 0 548.1 3.254588 1783.84 Top 8.5 110 31 0 548.1 3.124035 1712.284 Bottom 10 110 31 0 619.5 3.124035 1935.34 Delta Oaks Group Project GEO20-05594-05 4904 Professional Courtō Second Floorō Raleighō NC ō 27609 919ō342ō8247 www.deltaoaksgroup.com Page 7 of 10 SUBSURFACE STRENGTH PARAMETERS – WEST GUY ANCHOR DRILLED SHAFT FOUNDATION *Soil parameters assumed similar below depth of exploration for analysis purposes. SUBSURFACE STRENGTH PARAMETERS – SOUTH GUY ANCHOR DRILLED SHAFT FOUNDATION *Soil parameters assumed similar below depth of exploration for analysis purposes. Boring Depth (bgs) Ultimate Skin Friction – Uplift (psf) B-2 0.0 – 3.0 - 3.0 – 4.5 60 4.5 – 6.5 70 6.5 – 8.5 90 8.5 – 13.5 120 13.5 – 18.5 150 18.5 – 29.0* 230* Boring Depth (bgs) Ultimate Skin Friction – Uplift (psf) B-3 0.0 – 3.0 - 3.0 – 4.5 60 4.5 – 6.5 80 6.5 – 8.5 100 8.5 – 13.5 130 13.5 – 18.5 150 18.5 – 29.0* 230* Delta Oaks Group Project GEO20-05594-05 4904 Professional Courtō Second Floorō Raleighō NC ō 27609 919ō342ō8247 www.deltaoaksgroup.com Page 8 of 10 SUBSURFACE STRENGTH PARAMETERS – NORTH GUY ANCHOR DRILLED SHAFT FOUNDATION *Soil parameters assumed similar below depth of exploration for analysis purposes. The top 3.0 feet of soil should be ignored due to the potential soil disturbance during construction. The values presented assume the concrete is cast-in-place against earth walls and any casing utilized during construction of the foundation was removed. Delta Oaks Group recommends an appropriate factor of safety be utilized for the analysis of the foundation. Boring Depth (bgs) Ultimate Skin Friction – Uplift (psf) B-4 0.0 – 3.0 - 3.0 – 4.5 60 4.5 – 6.5 70 6.5 – 8.5 90 8.5 – 13.5 130 13.5 – 18.5 150 18.5 – 29.0* 230* Delta Oaks Group Project GEO20-05594-05 4904 Professional Courtō Second Floorō Raleighō NC ō 27609 919ō342ō8247 www.deltaoaksgroup.com Page 9 of 10 QUALIFICATIONS The design parameters and conclusions provided in this report have been determined in accordance with generally accepted geotechnical engineering practices and are considered applicable to a rational degree of engineering certainty based on the data available at the time of report preparation and our practice in this geographic region. All recommendations and supporting calculations were prepared based on the data available at the time of report preparation and knowledge of typical geotechnical parameters in the applicable geographic region. The subsurface conditions used in the determination of the design recommendations contained in this report are based on interpretation of subsurface data obtained at specific boring locations. Irrespective of the thoroughness of the subsurface investigation, the potential exists that conditions between borings will differ from those at the specific boring locations, that conditions are not as anticipated during the original analysis, or that the construction process has altered the soil conditions. That potential is significantly increased in locations where existing fill materials are encountered. Additionally, the nature and extent of these variations may not be evident until the commencement of construction. Therefore, a geotechnical engineer, or their representative, should observe construction practices to confirm that the site conditions do not differ from those conditions anticipated in design. If such variations are encountered, Delta Oaks Group should be contacted immediately in order to provide revisions and/or additional site exploration as necessary. No warranty, expressed or implied, is presented. Delta Oaks Group appreciates the opportunity to be of service for this Supplemental Geotechnical Report. Please do not hesitate to contact Delta Oaks Group with any questions or should you require additional service on this project. Delta Oaks Group Project GEO20-05594-05 4904 Professional Courtō Second Floorō Raleighō NC ō 27609 919ō342ō8247 www.deltaoaksgroup.com Page 10 of 10 APPENDIX 2 DRILLER ON-SITE REP. BORING NO. / LOCATION DATE FT. REFUSAL: No DEPTH 30.0 FT. ELEV. -30.0 FT.AT COMPLETION DEPTH 2.5 FT. SAMPLED 30.0 FT. 9.1 M ELEV. -2.5 FT. TOP OF ROCK DEPTH FT. ELEV. FT. BEGAN CORING DEPTH FT. ELEV. FT.AFTER 24 HRS. DEPTH FT. FOOTAGE CORED (LF)FT.ELEV.FT. BOTTOM OF HOLE DEPTH 30.0 FT. ELEV. -30.0 FT. BORING ADVANCED BY: X. FIELD LABORATORY SAMPLE RESULTS RESULTS FT. ELEV. TYPE N-Value Qp LL PI %M SS 6 SS 12 SS 9 SS 17 SS 15 SS 16 SS 0 8.0 4 OR RUN NO. 2.5 FT.FT. 2.5 0.5 2.0 SAMPLE SURFACE ELEV.July 2, 2008 5.0 4.5-5.0 -2.5 Existing Guyed Tower WASHBORING Fort Pierce, Florida POWER AUGERING 15.0 -15.0 -12.5 7.5 10.0 -10.0 DEPTH STRATUM FROM TO SAMPLE DEPTH -7.5 12.5 6.5 10.0 13.5 15.0 6 2 B-1 1 5 Sand - fine grained, light brown and gray Gravel,with fine grained sand 3 LOG OF BORING SHEET 1 OF B-1 LR DRY ON COMPLETION ? No Site No: 75123 Site Name: Fort Pierce WATER LEVEL DATA (IF APPLICABLE) -17.5 REMARKS: 7 20.0 -20.0 17.5 18.5 20.0 STRATUM DESCRIPTION Sand - fine grained, light brown and gray 4.0 8.5 Sand - fine grained, silty, brown Sand - fine grained, silty, light brown and gray6.0 Sand - fine grained, organic, dark brown 2 DRILLER ON-SITE REP. BORING NO. / LOCATION DATE FT. REFUSAL: No DEPTH 30.0 FT. ELEV. -30.0 FT.AT COMPLETION DEPTH 2.5 FT. SAMPLED 30.0 FT. 9.1 M ELEV. -2.5 FT. TOP OF ROCK DEPTH FT. ELEV. FT. BEGAN CORING DEPTH FT. ELEV. FT.AFTER 24 HRS. DEPTH FT. FOOTAGE CORED (LF)FT.ELEV.FT. BOTTOM OF HOLE DEPTH 30.0 FT. ELEV. -30.0 FT. BORING ADVANCED BY: X. FIELD LABORATORY SAMPLE RESULTS RESULTS FT. ELEV. TYPE N-Value Qp LL PI %M SS 19 SS 18 Fort Pierce, Florida SHEET 2 OF July 2, 2008 SURFACE ELEV.WATER LEVEL DATA (IF APPLICABLE) Existing Guyed Tower LOG OF BORING B-1 B-1 DRY ON COMPLETION ? No Site No: 75123 LR Site Name: Fort Pierce POWER AUGERING WASHBORING STRATUM SAMPLE DEPTH SAMPLE DEPTH FROM TO OR STRATUM DESCRIPTION FT. FT. RUN NO. (Continued) 25.0 -25.0 22.5 -22.5 Sand - fine grained, light brown and gray 823.5 25.0 27.5 -27.5 28.5 30.0 9 Boring Terminated at 30 Feet30.0 -30.0 32.5 -32.5 35.0 -35.0 37.5 -37.5 40.0 -40.0 REMARKS: 1 DRILLER ON-SITE REP. BORING NO. / LOCATION DATE FT. REFUSAL: No DEPTH 20.0 FT. ELEV. -20.0 FT.AT COMPLETION DEPTH 2.5 FT. SAMPLED 20.0 FT. 6.1 M ELEV. -2.5 FT. TOP OF ROCK DEPTH FT. ELEV. FT. BEGAN CORING DEPTH FT. ELEV. FT.AFTER 24 HRS. DEPTH FT. FOOTAGE CORED (LF)FT.ELEV.FT. BOTTOM OF HOLE DEPTH 20.0 FT. ELEV. -20.0 FT. BORING ADVANCED BY: X. FIELD LABORATORY SAMPLE RESULTS RESULTS FT. ELEV. TYPE N-Value Qp LL PI %M SS 5 SS 8 SS 8 SS 9 SS 10 SS 13 SS 7 B-2 DRY ON COMPLETION ? No Existing Guyed Tower LOG OF BORING B-2 Fort Pierce, Florida SHEET 1 OF Site No: 75123 LR Site Name: Fort Pierce STRATUM DESCRIPTION July 2, 2008 SURFACE ELEV.WATER LEVEL DATA (IF APPLICABLE) POWER AUGERING WASHBORING STRATUM SAMPLE DEPTH SAMPLE DEPTH FROM TO OR Sand - fine grained, organic, dark brown FT. FT. RUN NO. 0.5 2.0 1 2.5 -2.5 2.5 4.0 2 Sand - fine grained, light brown and gray 3 Sand - fine grained, silty, light brown and gray5.0 -5.0 4.5 6.0 6.5 8.0 4 7.5 -7.5 8.5 10.0 5 10.0 -10.0 12.5 -12.5 Sand - fine grained, light brown and gray 13.5 15.0 6 15.0 -15.0 17.5 -17.5 18.5 20.0 7 REMARKS: 20.0 -20.0 Boring Terminated at 20 Feet 1 DRILLER ON-SITE REP. BORING NO. / LOCATION DATE FT. REFUSAL: No DEPTH 20.0 FT. ELEV. -20.0 FT.AT COMPLETION DEPTH 2.5 FT. SAMPLED 20.0 FT. 6.1 M ELEV. -2.5 FT. TOP OF ROCK DEPTH FT. ELEV. FT. BEGAN CORING DEPTH FT. ELEV. FT.AFTER 24 HRS. DEPTH FT. FOOTAGE CORED (LF)FT.ELEV.FT. BOTTOM OF HOLE DEPTH 20.0 FT. ELEV. -20.0 FT. BORING ADVANCED BY: X. FIELD LABORATORY SAMPLE RESULTS RESULTS FT. ELEV. TYPE N-Value Qp LL PI %M SS 7 SS 7 SS 9 SS 10 SS 10 SS 13 SS 8 B-3 DRY ON COMPLETION ? No Existing Guyed Tower LOG OF BORING B-3 Fort Pierce, Florida SHEET 1 OF Site No: 75123 LR Site Name: Fort Pierce STRATUM DESCRIPTION July 2, 2008 SURFACE ELEV.WATER LEVEL DATA (IF APPLICABLE) POWER AUGERING WASHBORING STRATUM SAMPLE DEPTH SAMPLE DEPTH FROM TO OR Sand - fine grained, organic, dark brown FT. FT. RUN NO. 0.5 2.0 1 2.5 -2.5 Sand - fine grained, light brown and gray 2.5 4.0 2 3 Sand - fine grained, silty, light brown and gray5.0 -5.0 4.5 6.0 6.5 8.0 4 7.5 -7.5 8.5 10.0 5 10.0 -10.0 12.5 -12.5 Sand - fine grained, light brown and gray 13.5 15.0 6 15.0 -15.0 17.5 -17.5 18.5 20.0 7 REMARKS: 20.0 -20.0 Boring Terminated at 20 Feet 1 DRILLER ON-SITE REP. BORING NO. / LOCATION DATE FT. REFUSAL: No DEPTH 20.0 FT. ELEV. -20.0 FT.AT COMPLETION DEPTH 2.5 FT. SAMPLED 20.0 FT. 6.1 M ELEV. -2.5 FT. TOP OF ROCK DEPTH FT. ELEV. FT. BEGAN CORING DEPTH FT. ELEV. FT.AFTER 24 HRS. DEPTH FT. FOOTAGE CORED (LF)FT.ELEV.FT. BOTTOM OF HOLE DEPTH 20.0 FT. ELEV. -20.0 FT. BORING ADVANCED BY: X. FIELD LABORATORY SAMPLE RESULTS RESULTS FT. ELEV. TYPE N-Value Qp LL PI %M SS 5 SS 8 SS 7 SS 9 SS 10 SS 13 SS 8 B-4 DRY ON COMPLETION ? No Existing Guyed Tower LOG OF BORING B-4 Fort Pierce, Florida SHEET 1 OF Site No: 75123 LR Site Name: Fort Pierce - OmniAmerica STRATUM DESCRIPTION July 2, 2008 SURFACE ELEV.WATER LEVEL DATA (IF APPLICABLE) POWER AUGERING WASHBORING STRATUM SAMPLE DEPTH SAMPLE DEPTH FROM TO OR FT. FT. RUN NO. 0.5 2.0 1 Sand - fine grained, organic, dark brown 2.5 -2.5 2.5 4.0 2 Sand - fine grained, light brown and gray 3 Sand - fine grained, silty, light brown and gray5.0 -5.0 4.5 6.0 6.5 8.0 4 7.5 -7.5 8.5 10.0 5 10.0 -10.0 12.5 -12.5 Sand - fine grained, light brown and gray 13.5 15.0 6 15.0 -15.0 17.5 -17.5 18.5 20.0 7 REMARKS: 20.0 -20.0 Boring Terminated at 20 Feet