The URL can be used to link to this page

Home My WebLink AboutPLANSTHESE PLANS AND ALL PROPOSED WORK ARE SUN))EC,T TO Alff CMOTIONS REQUIRED SY HELD IN4PECTQAS THAT MAY BE NECESIMY IN 001A TO COMPLY WITH Ali, APPWCAVLG 00018, y AMERICAN TOWER® ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY CONCEALED FASTENERS ORATTACHMENTSSUITE 1 CARY, NC 277 00 518 ARETHERESPONSIBILITYOFTHE PHONE: (919) 468-0112 CONTRACTOR OF RECORD COA: 9053 5080 = RELAY TOWER, FLORIDA 200 FT GUYED TOWER MODIFICATIONS AS -BUILT SIGN -OFF DESCRIPTION SIGNATURE DATE CONTRACTOR NAME CONTRACTOR REPRESENTATIVE (PRINT NAME) CONTRACTOR REPRESENTATIVE (SIGNATURE) REDEVELOPMENT P.M.( RINT NAME) REDEVELOPMENT P.M. (SIGNATURE) PROJECT SUMMARY ATC PROJECT NUMBER: 1189841025_01 CUSTOMER: OPERATIONS CUSTOMER SITE NUMBER: NIA CUSTOMER SITE NAME: N/A SITE ADDRESS: 1480 DYER ROAD PORT SAINT LUCIE, FL 34952 DATE: 09/01/16 REVISION: 0 PROJECT DESCRIPTION I SHEET THE MODIFICATIONS PRESENTED ON THESE DRAWINGS ARE BASED ON ATC ENGINEER RECOMMENDATIONS DATED 10/15/15. 1 RECO ED SEP 14 201E PERMITTING St. Lucie County, FL 6GANNEb BY SL Lucie County ST. LUCIE COUNTY SLOG, DATE"? ELEC: _ DATE: _ PLUMB: DATE: _ SHEET TITLE B-1 BILL OF MATERIALS IGN IBC GENERAL NOTES SIC SPECIAL INSPECTION CHECKLIST A-1 TOWER BASE MODIFICATION DETAILS A-2 STIFFENER AND PLATE INSTALLATION DETAILS F-1 STIFFENER AND PLATE FABRICATION DETAILS 1 AMERICAN TOWERO ATC TOWER SERVICES, LLC _ 3500 REGENCY PARKWAY SUITE 100 CARY, NO 27518 h PHONE; (919) 468-0112 COA: 9063 c THESE DRAWNINS ANOKHF THE ACCOMPANYING SPECIFICAT" F AS INSTRUMENTS OR SERVICE ME THE EXCLUSIVE PROPERTY - OFM ERICAN TONER: THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR VVICH THEY ME = PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLYPRCHISRED. TITLETOTHESEDOCUMENTSSHALL REMAIN THE PROPERTY OFAMERICAN TG RWHETHER OR NOT THEMWECT IS MUTED. NEITHER THE ARCHITECT NORTHE ENGINEER W U BE PROVDNGONSITE CONSTRUCTION RENEW CF THIS PRQIECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS ANDA➢VISEAMERI IM TOWER OFANY DISCREPANCIES. MY PRIOR ISSUANCEOF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION CN FILE WTTHAMERICAN TONER. REV. DESCRIPTION BY DATE DO FIRST ISSUE THP 09/01/16 A ATC SITE NUMBER: 5080 ATC SITE NAME: RELAY TOWER FLORIDA SITEADDRESS: MO DYER ROAD PORT SAINT L CIE, FL 34952 NAVARRD,��/i �CENg� Ty2 .Z1\Q 1 No.68883 STATE OF � 15- 1pO \ �4 VA ALDIN N. T%1 ATC TOWER SERVICES, INC. 3600 REGENCY PARKWAY, SUITE 100 CARY, NC 27518 FL ENG. NO.68883 FL COA. NO.9053 DRAWN BY: I THP APPROVED BY: DATE DRAWN: 09/01/16 . ATC )OB NOS 11898410 P5 01 SHEET NUMBER: REVISION: COVER 0 BILL OF MATERIALS QUANTITY REQUIRED QUANTITY PROVIDED1 PART NUMBER DESCRIPTION LENGTH SHEET LIST PART WEIGHT WEIGHT (lb) NOTES STIFFENER AND PLATE MATERIAL 2 2 5080-1 PL 1" X 2" 0'-9" A-2, F-1 5.3 11 2 2 5080-2 PL 3/4" X 2" 1'-6" A-2, F-1 8.0 16 2 2 5080-3 R- 3/4" X 2" 1'-0" A-2, F-1 5.3 11 1 1 1 5080-4 PL 3/4" X 2" V-91. A-2, F-1 9.1 9 1 1 5080-5 R- 3/4" X 3" V-911 A-2, F-1 14.1 14 1 1 5080-6 FL 314" X 3" 2'-3" A-2, F-1 17.5 18 TOTAL WEIGHT (lb) 79 PAGE 1 OF 1 I A AMERICANTOWER" ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 9053 THESE DWINANGSgNWgi THE ACCOMPANYING SPECIFICATION AS ASTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER, THEIR USE AND PUBLICATION SHALL BE RESTRICTED TOTHE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THATWHICH RELATES TO AMERICAN TONER OR THE SPECIFIED CARRIER 15 STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TONBE WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER NU -BE PROVNMG ON -SITE CONSTRUCTION RENEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS ANDAD=EAMERICANTOAEROFANY OISOREPANCIES, ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE NTH AMERICAN TOWER. REV. DESCRIPTION BY DATE Al FIRST ISSUE THP 09/01/16 ATC SITE NUMBER: 5080 ATC SITE NAME: RELAY TOWER FLORIDA SITE ADDRESS: 14BO DYER ROAD PORTMrJT14JPF,L34952 NAVA/RRO%///. E N b,tG `qR No.68883 -o STATE OF O RI ALDIN N. TAN ATC TOWER SERVICES, INC. 3500 REGENCY PARKWAY, SUITE 100 CARY, NC 27518 FL ENG. NO, 68883 FL COA. NO, 9053 DRAWN BY: I THP APPROVED BV: DATE DRAWN: 09/01/16 T OB 10 01 II ^ L - Tt LS ' SHEET NUMBER: REVISION: B-1 p 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. DETAILS NOT 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 RENEW AND APPROVAL PRIOR TO FABRICATION. S ANY MANUFACTURED DESIGN ELEMENTS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS AND SHOULD BE SIMILARTO 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. STRUCTURAL STEEL I. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC SPECIFICATIONS, LATEST EDITION. 2. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM A153 OR B695. 3. ALL U-BOLTS SHALL BE ASTM A36 OR EQUIVALENT, WITH LOCKING DEVICE, UNLESS NOTED OTHERWISE WELDING 1. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE CIA. 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 D7.1. 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 METAL, PER AWS D1.1, UNLESS NOTED OTHERWISE. 5. ALL WELDING ON LATTICE TOWERS SHALL BE DONE WITH E70XX ELECTRODES. ALL WELDING ON POLE STRUCTURES SHALL BE DONE WITH E80XX ELECTRODES UNLESS NOTED OTHERWISE. 6. PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING 12" BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND WELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC GALVIUTE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS. BOLT TIGHTENING PROCEDURE 1. STRUCTURAL CONNECTIONS TO BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RCSC-2DD4 (SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS) 2. FLANGE BOLTS SHALL BE INSTALLED AND TIGHTENED USING DIRECT TENSION INDICATING (DTO 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 / RGSC '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 1,71 BOLTS UPTO AND INCLUDING 2.0INCH LENGTH +1/3 TURN BEYOND SNUG TIGHT se BOLTS UP TO AND INCLUDING 2.51NCH LENGTH +10 TURN BEYOND SNUG TIGHT 314" BOLTS UP TO AND INCLUDING 3.0INCH LENGTH +15 TURN BEYOND SNUG TIGHT 7R" BOLTS UP TO AND INCLUDING 3.51NCH LENGTH Ila TURN BEYOND SNUG TIGHT 1° BOLTS UP TO AND INCLUDING 4.0INCH LENGTH Ila TURN BEYOND SNUG TIGHT 1-1R' BOLTS UP TO AND INCLUDING 4.51NCH LENGTH Ila TURN BEYOND SNUG TIGHT 1-19" BOLTS UP TO AND INCLUDING 5-0 INCH LENGTH +10 TURN BEYOND SNUG TIGHT 14UEP BOLTS UP TO AND INCLUDING SS INCH LENGTH +1/3 TURN BEYOND SNUG TIGHT 1-12' BOLTS UP TO AND INCLUDING 6.01NCH LENGTH +1/J TURN BEYOND SNUG TIGHT 4. FIELD CUT EDGES, EXCEPT DRILLED HOLES, SHALL BE GROUND SMOOTH. BOLT LENGTHS OVER FOUR DIAMETERS BUT NOT EXCEEDING EIGHT DIAMETERS 12 BOLTS 2.25 TO 4.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT 5. ALL FIELD CUT SURFACES, FIELD DRI LLED HOLES B GROUND SURFACES WHERE SIB' BOLTS 2.75 TO 5.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT EXIST] NG PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAI RED 34" BOLTS 325 TO 6.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT WITH (2) BRUSHED COATS OF ZRC GALN LITE COLD GALVANIZING COMPOUND PER 7i8" BOLTS 3.75 TO 7.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT ASTM A780 AND MANUFACTURERS RECOMMENDATIONS. 1" BOLTS425TO 8.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT 1-1I8" BOLTS 4.75 TO 9.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT 6. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE 1-1W BOLTS 525TO 10.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT STANDARD HOLES. AS DEFINED BY AISC, UNLESS NOTED OTHERWISE. 1-W BOLTS 5.75 TO 11.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT 1-12' BOLTS 625 TO 12.0 INCH LENGTH +12 TURN BEYOND SNUG TIGHT II MAXIMUM ALLOWABLE ANGLE CLIP II ----- AREA OF ANGLE TO BE CUPPED 1.SXL MAX. PAINT 1. AS REQUIRED, CLEAN AND PAINT PROPOSED STEEL ACCORDING TO FAA ADVISORY CIRCULAR AC 70/7460-1K. 4. SPLICE BOLTS SUBJECT TO 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 8.2.4. 8.2.1 TURN -OF -NUT PRETENSIONING BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHTTO 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. 2012 INTERNATIONAL BUILDING CODE (FOR SPECIAL INSPECTION REQUIREMENTS ONLY). 3. 5TH 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 D1.1, STRUCTURAL WELDING CODE, LATEST EDITION. SPECIAL INSPECTION 1. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER, SHALL PERFORM INSPECTION AND TESTING IN ACCORDANCE WITH IBC 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. AMERICAN TOWER° ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 9063 THESE ORAIMNGS ARMOR THE ACCOMPANYING SPEC IFICATpN AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OFAMERICAN TOW'R. THHR USE AND PUBLICATION SWYLBE RESTRICTED TO THE ORIGINN-SITE FOR WHICH THEY ME PREPARED. ANY USE OR DISCLOSURE OTHER THAN THATWHICH RELATESTO AMERICAN TONER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMNNTHEPROPE WOFAMERICANTOWERVMETHERORNOT THE PROJECT I6 EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDMGONSITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTORRH MUST VERTYALL DIMENSIONSANDADVISE AMERICANTOWER CFANY DISCREPANCIES. PITY PRIOR ISSUANCE OF THIS DRAVANG IS SUPERSEDED BY THE LATEST VERSION ON FILE WTH AMERICAN TONER, REV. DESCRIPTION BY DATE �0 FIRST ISSUE THP 09/01/16 A ATC SITE NUMBER: 5080 ATC SITE NAME: RELAY TOWER FLORIDA SITE ADDRESS: 1480 DYER ROAD PORT SAINT LUCIE, FL 34952 NAVARRD��//�i CENSF �\Q� No.68883 Q STATE OF Q OR10P G\�\\�� ALDlN N. TAN ATC TOWER SERVICES, INC. 3500 REGENCY PARKWAY, SUITE 100 CARY, NC 27518 FL ENG. NO.68883 FL COA. NO- 9053 DRAWN BY: THP APPROVED BY: C.4TE [jEWN: CJ NO: ,' 1 IfLiv IBC GENERAL NOTES SHEET NUMBER: REVISION: IGN 0 THE SPECIAL INSPECTION (SI) PROCEDUREJS 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 A PO FROM ATC. UPON RECEIVING A PO FROM ATC THE SPECIAL INSPECTOR AT 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 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 A SCHEDULE TO CONDUCT ON -SITE INSPECTIONS, INCLUDING FOUNDATION INSPECTIONS. • BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS. THE GENERAL CONTRACTOR SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE SI CHECKLIST. SPECIAL INSPECTION CHECKLIST INSPECTION DOCUMENT DESCRIPTION INSPECTION TESTING RESPONSIBILITY REVIEW REQUIRED INSPECTION FREQUENCY PRE CX PRE DURINGCX POSTCX PERIODIC CONTINUOUS REQUIRED 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 ATCS STANDARD SPECIFICATION FOR WIRELESS SI 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 REPORTSTO BE INCLUDED IN SI I SI REPORT WHEN REQUIRED BY ATC CERTIFIED WELD INSPECTION INSPECTION AND REPORT OF STRUCTURAL WELDING PERFORMED DURING PROJECT COMPLETED BYACWI AND INCLUDED voGC/TA J J .I WITHIN SI REPORT VISUAL OBSERVATION AND APPROVAL OF FOUNDATION EXCAVATION. REBAR PLACEMENT, CASING/SHORING/FORMING FOUNDATION INSPECTION & VERIFICATION PLACEMENT, AND ANCHOR TEMPLATE AND ANCHOR PLACEMENT- TO BE SI APPROVED PRIOR TO CONCRETE POUR AND SI 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 J J CONCRETE MIX DESIGN, SLUMP TEST, COMPRESSIVE TESTING, AND SAMPLE GATHERING TECHNIQUES ARE TO BE PROM DED CONCRETE INSPECTION & VERIFICATION FOR INCLUSION IN THE SI REPORT. SI SHALL VERIFY CONCRETE PLACEMENT AS REQUIRED BY THE DESIGN DOCUMENTS GC/TA (INSPECTION FREQUENCY IS MARKED CONTINUOUS) DYWIDAG PLACEMENT/ANCHOR BOLT EMBEDMENT-EPDXY/GROUT ANCHORIBAR EMBEDMENT, HOLE SIZE,EPDXY/GROUT TYPE AND INSTALLATION SHALLSEVERIFIED BYTHE SI AND INCLUDED GC/SI INSTALL IN THE SI REPORT J J 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 J J EARTHWORK INSPECTION BVERIFICATON EXCAVATION, FILL, SLOPE, GRADE AND OTHER EARTHWORK REQUIREMENTS PER PLANS SHALL BE VERIFIED BY THE SI AND GC/TA INCLUDED IN THE SI REPORT COMPACTION VERIFICATION 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 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 Si. INSPECTION TO INCLUDE STEEL CONSTRUCTION INSPECTION & VERIFICATION VERIFICATION OF NEW CONSTRUCTION OR MODIFICATION OF EXISTING CONSTRUCTION PER ENGINEERED PLANS. DETAILED SI VERIFICATION SHALL BE INCLUDED INS[ REPORT. _ ON -SITE COLD GALVANIZING VERIFICATION SI SHALL VERIFY WITH GC ALL COLD GALVANIZATION TYPE AND APPLICATION AND INCLUDE SUMMARY IN SI REPORT GC GUY WIRE TENSIONING & TOWER ALIGNMENT REPORT GC SHALL PROVIDE SI EVIDENCE OF PROPER GUY TENSIONING AND TOWER PLUMB PER PLANS. SI SHALL VERIFY AND GC 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 GC APPROVAL/REVIEW AND INCLUSION IN SI REPORT SI AS -BUILT DRAWINGS WITH INSPECTION RED-UNES (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 V_ GC/SI FOLLOW UP TO BE INCLUDED WITHIN THE SI REPORT. COMPLETE PHOTO LOG ISTO BE SUBMITTED WITHIN SI REPORT. NOTE: SPECIAL INSPECTIONS ARE INTENDED TO BEA 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, NO 27518 PHONE: (919) 468-0112 COA: 9053 THESE DRAWINGS AND/OR THEACCOMPANYMG SPECIFICATION AS INSTRUMENTS OR SERVICE ME THE EXCLUSIVE PROPERTY OFAMERICAN TONER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR MICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELYES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REVANTHE PROPERTY OF AMERICAN TONER WHETHER OR NOT THE PROJECT ITECUTED. NERHERTHEARCHITECTNORTHE ENGINEER WUL BE PROVO WGON-SITE CONSTRUCTION RENEW OFTHIS PROJECT: CONRNCTCRISI MUST VERIFYALL DIMENSIONS AND ADMSE AMERICAN TOWER OFANY DISCREPANCIES: ANY PRIOR ISSUANCE OFTHIS DRA`MNG IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TONER. REV. DESCRIPTION BY DATE Al FIRST ISSUE THP 09/01/16 0 r� ATC SITE NUMBER: 5080 ATC SITE NAME: RELAY TOWER FLORIDA SITE ADDRESS: 1480 DYER ROAD PORT sA!NTqJFIErFL 34952 OVARiyo T92 �YGENSF No.68883 = o STATE OF Q cLORIOP' �\N ALDIN N. TAN ATC TOWER SERVICES; INC. 3500 REGENCY PARKWAY, SUITE 100 CARY, NC 27518 FL ENG. NO.68883 FL COA. NO.9053 DRAWN BY: THP APPROVEDBY: DATE DRAWN: 09/01/16 ATCJOBNO: 1189B410 PS 01 SPECIAL INSPECTION CHECKLIST SHEET NUMBER: REVISION: SIC EXISTING TOWER EX/STING TOWER 5080-2 AFTER WELDING PLATES PLATE TO EXISTING BRACE. mP.) TOP WELDS ARE TO BE SEE SHEET F-1 FOR O GROUND SMOOTH. FABRICATION DETAILS. m,P) [PLATE TO BE FIELD CUT. SEE DETAIL "B-.] 3/4" 5080-1 5080-3 STIFFENER PLATE SEE SHEET F-1 FOR I U SEE SHEET F-1 FOR 3/8" G JB �� q G FABRICATION DETAILS. [STIFFENERTO FABRICATION DETAILS. [PLATE TO BE BE FIELD CUT. FIELD CUT. SEE DETAIL-A'.1 SEE DETAIL'C'.] �i SECTION "A -A" STEP ONE STIFFENER INSTALLATION DETAIL 5080-1 STIFFENER (TYP.) SEE SHEET F-1 FOR EXISTING FABRICATION DETAILS. INTERNAL BRACE [STIFFENER TO BE FIELD CUT. SEE DETAIL'A'.] FULL\ r /FULL 5080.2 PLATE SEE SHEET F-1 FOR FABRICATION DETAILS. [PLATE TO BE FIELD CUT. SEE DETAIL -B-.I --- - 5080-1 STIFFENER SEE SHEET F-1 FOR FABRICATION DETAILS. [STIFFENERTO BE FIELD CUT. SEE DETAIL -A'.] 3/8" SECTION 'B-B" STIFFENER INSTALLATION DETAIL STIFFENER & PLATE CONNECTION DETAIL 508Dd PLATE SEE SHEET F-1 FOR FABRICATION DETAILS. [PLATE TO BE FIELD CUT SEE DETAIL'D'.] 5080-3 PLATE SEE SHEET F-1 FOR [PLATE TO BE FIELD CUT SEE DETAIL-C'.] EXISTING INTERNAL BRACE (TYR.) SECTION "A -A" STEP TWO STIFFENER & PLATE CONNECTION DETAIL FIELD DETERMINE DETAIL "A" FIELD CUT FIELD DETERMINE 11/8' DETAIL I'D" FIELD CUT PLATE SEE SHEET F-1 FOR — FABRICATION DETAILS. [PLATE TO BE FIELD CUT. SEE DETAIL'D".] FIELD DETERMINE DETAIL "B" FIELD CUT DETAIL "E" FIELD CUT EXISTNG TOWER EO. ED. O w 50805 TOP PLATE SEE SHEET F-1 FOR FABRICATION DETAILS. [PLATE TO BE FIELD CUT. SEE DETAIL-E-1 SECTION "A -A" STEP THREE TOP PLATE INSTALLATION DETAIL FIELD DETERMINE 11/8" 3E DETAIL "C" FIELD CUT MFI TT TIFTFRIJIMF I qIA' DETAIL'IF" FIELD CUT 5080-6 TOP PLATE SEE SHEET F-1 FOR FABRICATION DETAILS. [PLATE TO BE FIELD CUT. SEE DETAIL "F".I A& AMERICAN TOWER° ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27618 PHONE: (919) 46"112 COA: 9053 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICEARE THE EXCLUSIVEPROPERTY OFAMESCAN TONER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TOTHE ORIGINALSITE FOR WHICH THEYARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATESTO AMERICAN TONA R OR THE SPECIFIED4MRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHAll REMAINTHE PROPERTYOFAMERICANTONERWHETHERORNOT THEPRQIECTISEXECUTED_ NEITHERTHEARCHITECTNORTHE ENGNEERWd SEPROVOINGON-SITEWNSTRWTIONRENEW OFTHISPRQIECT.CONIRACTORISIMUSTVERIFYALL DIMENSIONS PNDA➢NSEAMERICAN TOWER OFANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAW NG IS SUPERSEDED BY THE LATEST VERSION ON FILE PATH AMERICAN TOAER REV. DESCRIPTION BY DATE Al FIRST ISSUE THP 09/01/16 Q A ATC SITE NUMBER: 5080 ATC SITE NAME: RELAY TOWER FLORIDA SITEADDRESS: 1480 DYER ROAD PORT SAINj j4JIV.,FL31952 NAVARRo%//� �92 �NCENSF No.68883 -0 STATE OF 0 0'c�.s �L ORIOP' G\\`��` ALDIN N.TA ATC TOWER SERVICES, INC. 3500 REGENCY PARKWAY, SUITE 100 CARY, NC 27518 FL ENG. NO.68883 FL COA. NO.9053 DRAWN BY: THP BY 01/ C i ®ez l- —1,18984 Q J 1 I STIFFENER AND PLATE INSTALLATION DETAILS SHEET NUMBER: REVISION: A-2 0 1 3/4' 3/4' WELD SIDE O WELD SIDE"00 5� 17 5080-3 5080-6 PLATE TOP PLATE, 1' 6' WELD SIDE WELD SIDE oW J 5080-2 5080-5 PLATE TOP PLATE 9' 1•-g 3/4' 1118, WELD SIDE WELD SIDE 0 F < J � 5 m �N 5080-1 5080-4 STIFFENER PLATE 5080-6 PL 3/4" X 3" T-3" 16.7# 17.5# 5080-5 PL 3/4" X 3" 1'-9" 13.4# 14.1# 5080-4 PL 3/4" X 2" 1'-9" 8.7# 9.1# 5080-3 PL 3/4" X 2" 1'-0" 5.0# 5.3# - 5080-2 PL 3/4" X 2" 1'-6" 7.7# 8.0# 508D-1 PL 1" X 2" 0'-9" 5.0# 5.3# -- PART NO. DESCRIPTION LENGTH NOTES BLK WT GALV WT MATERIAL: A572 GR. 50 FINISH: GALVANIZED HOLES: N/A AMERICAN TOWER° ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27618 PHONE: (919) 463-0112 COA: 9063 THESE DRAWINGS PNO/OR THEACCCMPPNY W G SPECIFlCFTION AS INSTRUMENTSCR SERVICEARETHE E%CWSIVEPRCPERTY OF AMERICAN TONER. THEIR USEPND PUBLICATION SNALLDE RESTRICTED TOTHEORIGINAL SITE FOR WHICH THEY ME PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOMR OR THE SPECIFIED CARRIER IS STRICT.Y PROHIBITED. TITUS TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT 15 EXECUTED. NETHER THE ARCHRECT NOR THE ENGWMR WU-BE PROVOING ON -SITE CONSTRUCTION RENEW OF THIS PROJECT. CONHRACTORISI MUST VERIFY ALL DIMENSICN5 M0 ADVISE AMERICAN TOWER Of ANY DISCREPANCIES. MY PRIOR ISSUANCE OF THIS DRA•MNG IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AVER CAN TONER. REV. DESCRIPTION BY DATE FIRST ISSUE THP 09/01/16 A A A IL ATC SITE NUMBER: 5080 ATC SITE NAME: RELAY TOWER FLORIDA SITE ADDRESS: 1480 DYER ROAD PORTSAINT FL 34952 r1AVA0�/�j/ CENSF T9�� No.68883 STATE OF �lz o�FS ORIDP G!z:z ALDIN N. TA ATC TOWER SERVICES, INC. 3500 REGENCY PARKWAY, SUITE 100 CARY, NC 27518 FL ENG. NO.68883 FL CCA. NO.9053 DRAWN BY: THP ov Bv: D 8 ;AT, JO 8914 _PS_ STIFFENER AND PLATE FABRICATION DETAILS SHEET NUMBER: REVISION: F-1 0