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HomeMy WebLinkAboutA2P0319M_370808 FT. PIERCE FL(13651987_M4)AE(CD)REV3_4.5.22<<w=175; h=175; n=BLANK - SIG; a=11>> DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER: REVISION: 370808 FT. PIERCE 6080 PETERSON RD FORT PIERCE, FL 34947 AM SRF 05/06/21 13651987_M4 G-001 SEAL: DESCRIPTIONREV. DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 9053 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile © TITLE SHEET 0 FOR CONSTRUCTION JD 05/06/21 1 RISK CATEGORY AM 12/10/21 2 JRX COMMENTS FR 03/11/22 3 WIND SPEED AM 04/05/22 3 LOCATION MAPVICINITY MAP ATC SITE NAME: FT. PIERCE SITE NUMBER: 370808 SITE ADDRESS: 6080 PETERSON RD FORT PIERCE, FL 34947 1. THE FACILITY IS UNMANNED. 2. A TECHNICIAN WILL VISIT THE SITE APPROXIMATELY ONCE A MONTH FOR ROUTINE INSPECTION AND MAINTENANCE. 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. 4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED. 5. HANDICAP ACCESS IS NOT REQUIRED. COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION PROJECT NOTES PROJECT LOCATION DIRECTIONS SHEET INDEX SHEET NO:DESCRIPTION: REV: DATE: BY: G-001 TITLE SHEET 3 04/05/22 AM G-002 GENERAL NOTES 0 05/06/21 JD C-101 SITE PLAN 1 12/10/21 AM C-501 CONCRETE PAD DETAILS 2 03/11/22 FR C-502 CIVIL DETAILS 0 05/06/21 JD E-601 ELECTRICAL ONE-LINE AND WIRING DETAILS 0 05/06/21 JD R-601 SUPPLEMENTAL FROM ORLANDO, FL: TAKE FL-408E TO EXIT 18 FOR ORLANDO INT'L AIRPORT S. IN 1.6 MI, MERGE ONTO FL-417 TOLL S. IN 3.1 MI, KEEP LEFT AT THE FORK TO STAY ON FL-417 TOLL S. TAKE EXIT 26 TOWARD COCOA IN 2.2 MI. MERGE ONTO FL-528 E. STAY FOR 25.3 MI UNTIL EXIT 42A TO MERGE ONTO I-95 S TOWARD MIAMI. DRIVE FOR 74.2 MI TO EXIT 131 TO MERGE ONTO FL-68 E. IN 0.8 MI, MERGE ONTO FL-68 E. THEN TURN RIGHT ONTO COPENHAVER RD IN 0.4 MI. TURN RIGHT TO STAY ON COPENHAVER RD. YOUR DESTINATION WILL BE ON YOUR LEFT. IN 0.8 MI. AMERICAN TOWER 10 PRESIDENTIAL WAY WOBURN, MA 01801 RU-MAR INC 150 LAMONT RD FORT MERCER, FL 34947 TOWER OWNER: PROPERTY OWNER: ATC TOWER SERVICES 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 ENGINEERED BY: GEOGRAPHIC COORDINATES: LATITUDE: 27.440833 LONGITUDE: -80.386944 GROUND ELEVATION: 20' AMSL SITE ADDRESS: 6080 PETERSON RD FORT PIERCE, FL 34947 COUNTY: ST. LUCIE THE PROPOSED PROJECT INSTALLS AN OPTIONAL STANDBY GENERATOR SYSTEM, AUTOMATIC TRANSFER SWITCH, GENERATOR AUXILIARY POWER DISTRIBUTION, AND REMOTE MONITORING COMMUNICATIONS CIRCUITRY FOR A COMMUNICATION TOWER TENANT. SHARED GENERATOR PROGRAM ANCHOR TENANT (877) 518-6937 ATC NETWORK OPERATIONS CENTER: PROJECT TEAM ATC REGIONAL NETWORK DEVELOPMENT PROJECT MANAGER: ANGELA BUDD (904) 545-3562 JURISDICTION: ST. LUCIE PARCEL NUMBER: 2312-412-0000-000-9 ZONING INFORMATION: ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2020 FLORIDA BUILDING CODE, 7TH EDITION 2. 2014 INTERNATIONAL BUILDING CODE (IBC) 3. ANSI/TIA-222-G 4. 6TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA 70) 5. 2014 NATIONAL ELECTRICAL CODE 6. CITY/COUNTY ORDINANCES SITE LOCATION COPENHAVER RD Know what's below. Call before you dig. R UTILITY COMPANIES POWER COMPANY: FLORIDA POWER & LIGHT PHONE: (800) 226-3545 TELEPHONE COMPANY: SOUTHERN BELL PHONE: (800) 432-4770 BENNETT RDRISK CATEGORY I BASIC WIND SPEED: 108 MPH (3-SECOND GUST, VASD) / 157 MPH (3-SECOND GUST, VULT) RISK CATEGORY: 3 Patrick Barry Digitally signed by Patrick Barry Date: 2022.04.07 18:03:48 -04'00' <<w=175; h=175; n=BLANK - SIG; a=11>> DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER: REVISION: 370808 FT. PIERCE 6080 PETERSON RD FORT PIERCE, FL 34947 AM SRF 05/06/21 13651987_M4 G-002 SEAL: DESCRIPTIONREV. DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 9053 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile © GENERAL NOTES 0 FOR CONSTRUCTION JD 05/06/21 0 GENERAL CONSTRUCTION NOTES: 1. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. 2. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED INSPECTIONS. 4. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 5. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 6. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 7. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, ANCHOR BOLTS, ETC. 9. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. 10. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ATC CM PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE ATC CM PRIOR TO PROCEEDING. 11. EACH CONTRACTOR SHALL COOPERATE WITH THE ATC CM, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 12. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE ATC CONSTRUCTION MANAGER. 13. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. 14. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR SHALL NOTIFY THE ATC CONSTRUCTION MANAGER IMMEDIATELY. 15. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 16. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 17. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH LANDLORD AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. 18. CONTRACTOR SHALL FURNISH ATC WITH A PDF MARKED UP AS-BUILT SET OF DRAWINGS UPON COMPLETION OF WORK. 19. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH ATC CM TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL ALL ITEMS PROVIDED. 20. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH ATC CONSTRUCTION MANAGER TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY ATC. ALL REQUIRED PERMITS NOT OBTAINED BY ATC MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR. 21. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH ATC SPECIFICATIONS AND REQUIREMENTS. 22. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO ATC FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 23. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO ATC SPECIFICATIONS, AND AS SHOWN IN THESE PLANS. 24. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 25. CONTRACTOR SHALL NOTIFY ATC CM A MINIMUM OF 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFILLING ANY UNDERGROUND UTILITIES, FOUNDATIONS OR SEALING ANY WALL, FLOOR OR ROOF PENETRATIONS FOR ENGINEERING REVIEW AND APPROVAL. 26. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH BOXES/SLOPING, BARRIERS, ETC. 27. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, OR BY THE ELEMENTS DUE TO NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS REPRESENTATIVES, EITHER TO THE EXISTING WORK, OR TO HIS WORK OR THE WORK OF ANY OTHER CONTRACTOR, SHALL BE REPAIRED AT HIS EXPENSE TO THE OWNER'S SATISFACTION. 28. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP SHALL BE SUBJECT TO THE APPROVAL OF THE ATC CM. ANY WORK FOUND BY THE ATC CM TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS OBTAINED. 29. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF MATERIALS LISTED HEREINAFTER BY MANUFACTURER’S NAMES AND/OR MANUFACTURER’S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS AS SPECIFIED. CONCRETE AND REINFORCING STEEL NOTES: 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF ALL APPLICABLE CODES INCLUDING: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 117 "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS", AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." 2. MIX DESIGN SHALL BE APPROVED BY ATC CM PRIOR TO PLACING CONCRETE. 3. CONCRETE SHALL BE NORMAL WEIGHT, 6 % AIR ENTRAINED (+/- 1.5%) WITH A SLUMP RANGE OF 3-5" AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED. 4. THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT: ASTM C150, TYPE 2 REINFORCEMENT: ASTM A185, PLAIN STEEL WELDED WIRE FABRIC REINFORCEMENT BARS: ASTM A615, GRADE 60, DEFORMED NORMAL WEIGHT AGGREGATE: ASTM C33 WATER: ASTM C 94/C 94M ADMIXTURES: -WATER-REDUCING AGENT: ASTM C 494/C 494M, TYPE A -AIR-ENTERING AGENT: ASTM C 260/C 260M -SUPERPLASTICIZER: ASTM C494, TYPE F OR TYPE G -RETARDING: ASTM C 494/C 494M, TYPE B 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE NO LESS THAN 3". 6. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4, UNLESS NOTED OTHERWISE. 7. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL, OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ATC CM APPROVAL WHEN DRILLING HOLES IN CONCRETE. 8. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN "METHOD 1" OF ACI 301. 9. DO NOT WELD OR TACK WELD REINFORCING STEEL. 10. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 11. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. 12. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 13. DO NOT ALLOW REINFORCEMENT, CONCRETE OR SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 3 DAYS AFTER PLACEMENT. 14. FOR COLD-WEATHER(ACI 306) AND HOT-WEATHER(ACI 301M) CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS, MINIMUM. 15. ALL CONCRETE SHALL HAVE A "SMOOTH FORM FINISH." 16. UNLESS OTHERWISE NOTED: A. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A 615M/A-996, GRADE 60. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 17. SPLICING OF REINFORCEMENT IS PERMITTED ONLY AT LOCATIONS SHOWN IN THE CONTRACT DRAWINGS OR AS ACCEPTED BY THE ENGINEER. UNLESS OTHERWISE SHOWN OR NOTED REINFORCING STEEL SHALL BE SPLICED TO DEVELOP ITS FULL TENSILE CAPACITY (CLASS A) IN ACCORDANCE WITH ACI 318. 18. REINFORCING BAR DEVELOPMENT LENGTHS, AS COMPUTED IN ACCORDANCE WITH ACI 318, FORM THE BASIS FOR BAR EMBEDMENT LENGTHS AND BAR SPLICED LENGTHS SHOWN IN THE DRAWINGS. APPLY APPROPRIATE MODIFICATION FACTORS FOR TOP STEEL, BAR SPACING, COVER AND THE LIKE. 19. DETAILING OF REINFORCING STEEL SHALL CONFORM TO "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI 315). 20. ALL SLAB CONSTRUCTION SHALL BE CAST MONOLITHICALLY WITHOUT HORIZONTAL CONSTRUCTION JOINTS, UNLESS SHOWN IN THE CONTRACT DRAWINGS. 21. LOCATION OF ALL CONSTRUCTION JOINTS ARE SUBJECT TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, CONFORMANCE WITH ACI 318, AND ACCEPTANCE OF THE ENGINEER. DRAWINGS SHOWING LOCATION OF DETAILS OF THE PROPOSED CONSTRUCTION JOINTS SHALL BE SUBMITTED WITH REINFORCING STEEL PLACEMENT DRAWINGS. 22. SPLICES OF WWF, AT ALL SPLICED EDGES, SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRES OF EACH FABRIC SHEET IS NOT LESS THAN THE SPACING OF THE CROSS WIRE PLUS 2 INCHES, NOR LESS THAN 6". 23. BAR SUPPORTS SHALL BE ALL-GALVINIZED METAL WITH PLASTIC TIPS. 24. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE TO PREVENT DISPLACEMENT BY CONSTRUCTION TRAFFIC OR CONCRETE. TIE WIRE SHALL BE OF SUFFICIENT STRENGTH FOR INTENDED PURPOSE, BUT NOT LESS THAN NO. 18 GAUGE. 25. SLAB ON GROUND: A. COMPACT SUBGRADE AND ENSURE THERE IS PLACE 6" GRAVEL BENEATH SLAB. B. PROVIDE VAPOR BARRIER BENEATH SLAB ON GROUND. STRUCTURAL STEEL NOTES: 1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC “SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.” 2. STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS: A. ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISE B. ASTM A-36 - ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED OTHERWISE. C. ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUND) D. ASTM A-325, TYPE SC OR N - ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS E. ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE 3. 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. 4. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES AND GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER’S RECOMMENDATIONS. 5. DO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. 6. CONNECTIONS: A. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE D1.1. B. ALL WELDS SHALL BE INSPECTED VISUALLY. 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. REPAIR ALL WELDS AS NECESSARY. C. INSPECTION SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. D. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE BURNING/WELDING PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY AND IF REQUIRED SHALL HAVE FIRE DEPARTMENT DETAIL FOR ANY WELDING ACTIVITY. E. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNLESS NOTED OTHERWISE. F. MINIMUM WELD SIZE TO BE 0.1875 INCH FILLET WELDS, UNLESS NOTED OTHERWISE. G. PRIOR TO FIELD WELDING GALVANIZING MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING ½” BEYOND ALL FIELD WELD SURFACES. AFTER WELD AND WELD INSPECTION IS COMPLETE, REPAIR ALL GROUND AND WELDED SURFACES WITH ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS. <<w=175; h=175; n=BLANK - SIG; a=11>>XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X XXX X XX0D2908-SM4X15STUD 0D2908-SM4X15STUDM6X200C8112A-S0D2908-SM4X15STUD 0D2908-SM4X15STUDM6X200C8112A-S 0D2908-SM4X15STUD0D2908-SM4X15STUD M6X200C8112A-S 0D2908-SM4X15STUD0D2908-SM4X15STUD M6X200C8112A-SUEUE UT UT UEDRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER: REVISION: 370808 FT. PIERCE 6080 PETERSON RD FORT PIERCE, FL 34947 AM SRF 05/06/21 13651987_M4 C-101 SEAL: DESCRIPTIONREV. DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 9053 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile © SITE PLAN 0 FOR CONSTRUCTION JD 05/06/21 1 RISK CATEGORY AM 12/10/21 3 WIND SPEED AM 04/05/22 3 DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER: REVISION: 370808 FT. PIERCE 6080 PETERSON RD FORT PIERCE, FL 34947 AM SRF 05/06/21 13651987_M4 C-101 SEAL: DESCRIPTIONREV. DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 9053 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile © SITE PLAN 0 FOR CONSTRUCTION JD 05/06/21 1 RISK CATEGORY AM 12/10/21 3 WIND SPEED AM 04/05/22 3 0 10' 20' SCALE: 1"=10' (11X17) 1"=5' (22X34) 1 DETAILED SITE PLAN SITE PLAN NOTES: 1. THIS SITE PLAN REPRESENTS THE BEST PRESENT KNOWLEDGE AVAILABLE TO THE ENGINEER AT THE TIME OF THIS DESIGN. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE SCOPE OF WORK FOR THIS PROJECT. 2. ICE BRIDGE, CABLE LADDER, COAX PORT, AND COAX CABLE ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL CONFIRM THE EXACT LOCATION OF ALL PROPOSED AND EXISTING EQUIPMENT AND STRUCTURES DEPICTED ON THIS PLAN. BEFORE UTILIZING EXISTING CABLE SUPPORTS, COAX PORTS, INSTALLING NEW PORTS OR ANY OTHER EQUIPMENT, CONTRACTOR SHALL VERIFY ALL ASPECTS OF THE COMPONENTS MEET THE ATC SPECIFICATIONS. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ATC CONSTRUCTION MANAGER AND LOCAL UTILITY COMPANY FOR THE INSTALLATION OF CONDUITS, CONDUCTORS, BREAKERS, DISCONNECTS, OR ANY OTHER EQUIPMENT REQUIRED FOR ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION OF THE STATE AND NATIONAL CODES, ORDINANCES AND REGULATIONS APPLICABLE TO THIS PROJECT. 4. CONTRACTOR SHALL INSURE THAT ALL WORKING SPACE REQUIREMENTS ARE MET PER APPLICABLE CODES AND MANUFACTURER SPECIFICATIONS. 5. ABOVE GROUND CONDUITS NEED TO BE SUPPORTED/FASTENED PER NEC 344, NEC 352, AND PER ATC CONSTRUCTION SPECIFICATIONS. 6. THE FOLLOWING SIGNS SHALL BE INSTALLED AT TENANT SERVICE MAIN DISCONNECT PER NEC 702.7. 6.1. "CAUTION: TWO SOURCES OF SUPPLY STANDBY GENERATOR LOCATED OUTDOORS" 6.2. "WARNING: SHOCK HAZARD EXISTS IF GROUNDING ELECTRODE CONDUCTOR OR BONDING JUMPER CONNECTION IN THIS EQUIPMENT IS REMOVED WHILE ALTERNATE SOURCE IS ENERGIZED" RODENT CONTROL AROUND GENERATOR ENVELOPE: 1. INSTALL ALL PROVIDED SEALS, PLUGS, COVERS, ETC. IN GENERATOR AND FUEL TANK ENVELOPE. SEAL ALL REMAINING OPENINGS (EXCEPT NORMAL VENTING) WITH RODENT FOAM SEALANT. NO OPENING SHALL BE LARGER THAN 1/4 INCH ANY DIMENSION. 2. SEAL ALL CONDUITS INCLUDING CONDUITS ENTERING GENERATOR EQUIPMENT, BOXES, ATTACHMENTS, ETC. WITH RODENT FOAM SEALANT. 3. SEAL ALL CONDUIT ACCESS OPENINGS THROUGH CONCRETE PAD WITH CONCRETE. 4. SLOPE GRAVEL BASE AT CONCRETE PAD PERIMETER FROM ABOVE PAD BASE TO EXISTING GRADE LEVEL TYPICAL ALL PERIMETER SIDES. PROPOSED NEMA 3R JUNCTION BOX SIZED PER NEC 314. TO SPLICE FEEDER FROM PROPOSED ATS TO EXISTING TENANT PANEL. (PROPOSED JUNCTION BOX PREFERABLY MOUNTED ON BACK OF FRAME OR ALTERNATE HANDHOLE IN GROUND) PROPOSED GEN. PAD W/ 80KW DIESEL GEN. FOR BACKUP POWER (SEE SITE PLAN NOTE 4) PROPOSED UNDERGROUND POWER AND COMMUNICATIONS CONDUITS PER ELECTRICAL ONE-LINE DIAGRAM 3 C-501 1 C-501 PROPOSED H-FRAME FOR BACKUP POWER (SEE SITE PLAN NOTE 4) 4 C-501 1 E-601 LEGEND AUTOMATIC TRANSFER SWITCHATS DISCONNECTD ELECTRICALE FIBERF BOLLARDB GENERATOR RECEPTACALG HAND HOLE, VAULTHH, V ICE BRIDGEIB KENTROX BOXK GENERATORGEN METERM LIGHTING CONTROLLC PULL BOXPB POWER POLEPP TELCOT TRANSFORMERTRN XCHAINLINK FENCE GROUNDING TEST WELL CELL SITE CABINETCSC APPROXIMATE TRENCH DISTANCES 25' POWER CONDUIT TRENCH 12'ADDITIONAL TRENCHING REQUIRED FOR COMMUNICATIONS EQUIPMENT PROPOSED GENERATOR E-STOP 1 R-601 PROPOSED WALL PENETRATION 1 C-502 1'-6"1'-0" 3'-0" 4'-4"8'-0"3 <<w=175; h=175; n=BLANK - SIG; a=11>> WARNING - MORE THAN ONELIVE CIRCUIT - SEE DIAGRAM AVERTISSEMENT - PLUSD'UN CIRCUIT SOUS TENSION- VOIR LE SCHEMA WARNING - MORE THAN ONELIVE CIRCUIT - SEE DIAGRAM AVERTISSEMENT - PLUSD'UN CIRCUIT SOUS TENSION- VOIR LE SCHEMA DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER: REVISION: 370808 FT. PIERCE 6080 PETERSON RD FORT PIERCE, FL 34947 AM SRF 05/06/21 13651987_M4 C-501 SEAL: DESCRIPTIONREV. DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 9053 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile © CONCRETE PAD DETAILS 0 FOR CONSTRUCTION JD 05/06/21 2 JRX COMMENTS FR 03/11/22 3 WIND SPEED AM 04/05/22 324" MIN. OR AS DIRECTEDBY LOCAL AUTHORITY12" MIN. TRENCH NOTES: 1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL, EXCAVATED MATERIAL MAY BE USED FOR BACKFILL. IF NOT, PROVIDE CLEAN, COMPACTIBLE MATERIAL. 2. COMPACT IN 8" LIFTS USING A MECHANICAL PLATE TAMPER, MIN 3 PASSES. REMOVE ANY LARGE ROCKS PRIOR TO BACKFILLING. CONTRACTOR TO VERIFY LOCATION OF EXISTING U/G UTILITIES PRIOR TO DIGGING. SEE ATC CONSTRUCTION SPECIFICATION 312000 SECTION 3.15. 3. IF CURRENT AS-BUILT DRAWINGS ARE NOT AVAILABLE CONTRACTOR SHALL HAND DIG U/G TRENCHING. 4. CONFIRM SPACING AND DEPTH WITH NEC OR LOCAL CODE REQUIREMENTS4"1'-6"±MATCH EXISTINGMATERIAL & GRADEDETECTABLE MAGNETIC WARNING TAPE TRENCH UNEXCAVATED SOIL CLEAN SAND SUITABLE FOR CONDUIT BEDDING (SEE NOTE 1) 3 CONDUIT TRENCH DETAILS SCALE: N.T.S.12" MIN.AC POWER CONDUIT(S) COMMUNICATIONS CONDUIT (AS APPLICABLE)12" MIN.6"±MATCHEXISTINGMATERIAL& GRADETRENCH COMPACT FILL (90%) OR AS PER UTILITY COMPANY REQUIREMENTS UNEXCAVATED SOIL CLEAN SAND SUITABLE FOR CONDUIT BEDDING (SEE NOTE 1) COMMUNICATIONS CONDUIT COMMUNICATIONS ONLY TRENCHPOWER AND COMMUNICATIONS JOINT TRENCH 6" MIN.DETECTABLE MAGNETIC WARNING TAPE 1 REINFORCED PAD LAYOUT SCALE: N.T.S. PAD NOTES: 1. PADS SHALL BE PRE-CAST MATCHING THIS DESIGN WHERE ALLOWED BY LOCAL JURISDICTION. 2. PADS SHALL HAVE A MIN 28 DAY COMPRESSIVE STRENGTH AS SPECIFIED ON G-002, CONCRETE AND REINFORCING STEEL NOTES #3 3. REFER TO CONCRETE & REINFORCED STEEL NOTES ON SHEET G-002 & ATC CONSTRUCTION SPECIFICATION 033000 FOR CAST-IN-PLACE PADS. 4. STUB UP AREA SHALL BE FILLED WITH QUIKRETE, OR APPROVED EQUAL, PRIOR TO FINAL SET OF GENERATOR ON PAD. 5. AFTER FINAL SET OF GENERATOR ON PAD, GROUT ALL EXTERIOR OPENINGS AT PAD INTERFACE SO THAT FINISHED MAXIMUM OPENING SHALL BE 1/4 INCH. 6. GROUT SHALL BE PER ATC CONSTRUCTION SPECIFICATION DIVISION 03, CONCRETE. 8'-0"6'-0"18"#4 @ 11-1/4" #4 @ 11" 3/4" CHAMFER 1'-0"2'-2"STUB UP AREA 2'-8"1'-8"3"1'-11"3"3"15"1'-11"8"10'-9"PAD NOTES: 1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. DELETRIOUS MATERIAL AND ORGANICS SHALL BE REMOVED. 2. MECHANICALLY COMPACT FOOTPRINT OF PAD PLUS 2' PERIMETER USING A MECHANICAL PLATE TAMPER, MIN 3 PASSES. SEE ATC CONSTRUCTION SPECIFICATION 312000 ACCESS ROAD AND EARTH WORK. 3. USE GALVANIZED HILTI EXPANSION ANCHORS OR, APPROVED EQUAL, FOR EQUIPMENT ANCHORAGE. 4. FOR SIZE AND LOCATION OF ANCHORS AND OTHER REQUIREMENT, SEE EQUIPMENT VENDOR DRAWINGS. 6" EXISTING CRUSHED STONE OR GRAVEL (SEE NOTE 2) 2 GRAVEL PREPARATION SCALE: N.T.S. PROPOSED PAD 2"14"2"PROPOSED 2:1 GRADE NOTES: STRUCTURAL CALCULATIONS STAMPED BY ENGINEER CERTIFY THAT THE PROPOSED GENERATOR, CONCRETE PAD, AND H-FRAME CAN WITHSTAND 157 MPH WINDS. 2 2 2 H-FRAME NOTES: 1. IF IT IS NECESSARY TO EXTEND THE H-FRAME, AN ADDITIONAL POST SHALL BE REQUIRED. 2. PROPOSED UNISTRUTS TO BE FIELD CUT AND SHALL NOT EXTEND MORE THAN 6 INCHES BEYOND THE LAST POST. 3. SPRAY ENDS OF UNISTRUT WITH COLD GALVANIZING SPRAY PAINT, ALLOW TO DRY, THEN COVER WITH RUBBER PROTECTIVE CAPS FOR SAFETY. 4. UNISTRUT TO BE CUT FLUSH WITH NO SHARP OR JAGGED EDGES. 5. ALL PROPOSED HARDWARE TO BE MOUNTED AND GROUNDED PER MANUFACTURERS SPECS 6. ALL ITEMS ARE PROPOSED UNLESS OTHERWISE NOTED. 7. LAYOUT H-FRAME & PROPOSED EQUIPMENT EXACTLY AS SHOWN TO ALLOW FOR FUTURE EQUIPMENT. ANY DEVIATIONS MUST BE APPROVED BY ATC CM, IN WRITING, NO EXCEPTIONS. 8. FOOTINGS SHALL BE ONE OF THE FOLLOWING: USS POLECRETE STABILIZER SYSTEM, PRECAST CONCRETE (WHERE ALLOWED BY JURISDICTION) OR CAST IN PLACE. FOR PRECAST FOOTINGS, CONTRACTORS SHALL THOROUGHLY COMPACT THE PERIMETER (2' MIN) OF FOOTING WITH MECHANICAL PLATE TAMPER. 1" CROWN SECTION A-A UNISTRUT PIPE/CONDUIT CLAMP P1119 OR P2558-35 (GALV.) (TYP.) FOLLOW MANUFACTURER RECOMMENDATIONS FOR BOLT TORQUE 4'-0" PIPE CAP AA UNISTRUT (TO BE FIELD LOCATED) WIREWAY TRANSFER SWITCH (SEE NOTE 7) CIRCUIT BREAKER 1'-0"4"12"Ø CONCRETE FOOTING (PRE-CAST WHERE ALLOWED BY JURISDICTION) EXOTHERMIC WELD COLD GALVANIZE AFTER COOLING 1" TO 3" 3" STD GALVANIZED PIPE7'-0" MIN5'-0"12"MINMEYERS HUB (TYP ALL EQUIPMENT CONNECTIONS) ATC PANEL 240V, 60A, 3-WIRE, 1-PH, 40A M.C.B, 8 SP, 8CKT, NEMA 3R LOAD CENTER EMERGENCY POWER OFF NEMA 3R 6X6X4 WEATHERPROOF SCREW COVER JUNCTION BOX, MOUNTED ON BACK OF H-FRAME 4 H-FRAME SCALE: N.T.S.6'-0"3 3 <<w=175; h=175; n=BLANK - SIG; a=11>> DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER: REVISION: 370808 FT. PIERCE 6080 PETERSON RD FORT PIERCE, FL 34947 AM SRF 05/06/21 13651987_M4 C-502 SEAL: DESCRIPTIONREV. DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 9053 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile © CIVIL DETAILS 0 FOR CONSTRUCTION JD 05/06/21 0 1 CONCRETE/CMU PENETRATION DETAILS SCALE: NOT TO SCALE SECTION A-A TOP VIEW FLOOR OR WALL ASSEMBLY MIN. 5" THICKNESS LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE OR UL CLASSIFIED CONCRETE BLOCKS. MAX DIA OF OPENINGS IS 8" U.L. SYSTEM NO. W-J-1020 METAL PIPE/CONDUIT THROUGH CONCRETE CONC OR CMU WALL F RATING = 2 HR T RATING = 0 HR A A 4" DIA. (OR SMALLER) STEEL PIPE (SCHEDULE 40 OR HEAVIER), EMT OR STEEL CONDUIT, RIGIDLY SUPPORTED ON EACH SIDE OF WALL MIN.1/2" DEPTH HILTI FS 601 SEALANT MIN. 2-3/4" THICKNESS MINERAL WOOL BATT INSULATION (MIN. 4 PFC DENSITY) UNISTRUT P1000 X 12" ATTACH W/ HILTI HPS1-5/16X1 5/8 IMPACT ANCHORS 2 CABLE CONDUIT SUPPORT SCALE: NOT TO SCALE UNISTRUT P1000 X 12" GALV. UNIVERSAL BEAM CLAMP MICROFLECT PN B1927 UNISTRUT P1000 X 12" ATTACH W/ (2)#14 X3" LG. GALV. WD. SCREWS IN WOOD FRAMING OR HILTI SMD 12-24X1 1/4 HWH#4 TO LIGHT GAUGE STEEL CONDUIT W/ APPROPRIATE SIZE HANGERS CONDUIT W/ APPROPRIATE SIZE HANGERS CONDUIT W/ APPROPRIATE SIZE HANGERS <<w=175; h=175; n=BLANK - SIG; a=11>> DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER: REVISION: 370808 FT. PIERCE 6080 PETERSON RD FORT PIERCE, FL 34947 AM SRF 05/06/21 13651987_M4 E-601 SEAL: DESCRIPTIONREV. DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 9053 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile © ELECTRICAL ONE-LINE AND WIRING DETAILS 0 FOR CONSTRUCTION JD 05/06/21 0 2 GENERATOR GROUNDING SCALE: NOT TO SCALE GENERATOR INSTALLATION NOTE: INSTALL GENERATOR AND TRANSFER SWITCH WITH ALL SUPPLIED ACCESSORIES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SPECIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, ACCESSORIES FOR THE EXHAUST SYSTEM, FUEL SYSTEM, ENCLOSURE INTEGRITY (CAPS, PLUGS, COVERS, ETC.), ELECTRICAL CONNECTIONS, AND GROUNDING CONNECTIONS. SPLICE WITH 3-PORT "POLARIS" TAPS OR APPROVED EQUAL, SECURELY WRAPPED WITH COMMERCIAL GRADE NYLON ELECTRICAL TAPE AFTER INSTALLATION IS COMPLETE. (TYP ALL CONNECTIONS) 1 ELECTRICAL ONE-LINE DIAGRAM SCALE: NOT TO SCALE 3-250 KCMIL AL, 1-#4 AL G, 3"C (TYP) 16"X16"X6" JUNCTION BOX. SPLICE OR FEED THROUGH AS REQUIRED (SEE NOTES 2 AND 3) THIS DESIGN ONLY APPLICABLE TO 240V 1ɸ UTILITY SERVICE. FIELD VERIFY UTILITY SERVICE AND IF NOT 240V 1ɸ, HALT CONSTRUCTION AND RE-PROCESS FOR RE-DESIGN SEE TELCO AND POWER JOINT TRENCH CONDUIT ON C-501 TERMINATE 120/208V OR 120/240V 3-WIRE CIRCUIT ON GENERATOR WIRING TERMINAL STRIP. VERIFY OR INSTALL AS FOLLOWS: 1. BATTERY CHARGER - PRE-WIRED ON ONE 120V CIRCUIT. 2. BLOCK HEATER - HARD WIRED 120V CIRCUIT GEN PANEL G COMMUNICATIONS CABLE IN 1" C (SEE DETAIL 4/E-601) FOR FUTURE TENANTSEE NOTE 5 VERIFY GROUND PER NEC (MIN #2 SBTC) GROUND PER NEC (MIN #1/0 SBTC) EMERGENCY POWER OFF (SEE NOTE 6) 40/2 20/13-#8 AWG CU, 1-#6 AWG CU, 3/4" C (4) #12 AWG CU THWN (1) #12 AWG CU G IN 3/4" C 20/1 200A, 2P, 240V AUTOMATIC TRANSFER SWITCH WIRED AS A NON-SEPARATELY DERIVED SYSTEM (TYP) ATC PANEL 20/1 TO PROPOSED MONITORING UNIT (WHEN APPLICABLE, SEE 5/E601) ONE-LINE NOTES: 1. CONNECT CT'S PER HTS OWNERS MANUAL-SECTION 3.11.2 INSTRUMENT PACKAGE 2. SPLICE WITH "POLARIS" TAPS OR APPROVED EQUAL, SECURELY WRAPPED WITH COMMERCIAL GRADE NYLON ELECTRICAL TAPE AFTER INSTALLATION IS COMPLETE. 3. UTILIZE EXISTING ENCLOSURES FOR SPLICING (PER NEC 312.8) OR INSTALL NEW JUNCTION BOX AS APPLICABLE PER SITE CONDITIONS AND CODES. SIZE JUNCTION BOX AS PER NEC 314.28 4. IF TAPPING AT TENANT EQUIPMENT, NO TAPS MAY BE MADE WITHIN THEIR EXISTING EQUIPMENT, INCLUDING PPC. 5. TAP GENERATOR PANEL CIRCUIT TO LUGS ON T-TERMINALS (LOAD SIDE) WITH AUXILIARY TAP SCREW. TERMINATE CONDUCTOR ON EACH LUG WITH INSULATED RING TERMINAL PROPERLY SIZED. 6. EMERGENCY POWER OFF PUSHBUTTOM IN WEATHERPROOF ENCLOSURE FOR REMOTE SHUTDOWN OF GENERATOR ENCLOSURE. FURNISHED BY GENERATOR MANUFACTURER AND INSTALLED BY CONTRACTOR. CONNECT TO Y TERMINALS LOCATED NEAR TB2 VIA 2#18 AWG WIRES IN 1/2" LFMC. ATC PANEL 240V, 60A, 3-WIRE, 1-PH, 40A M.C.B, 8 SP, 8CKT, NEMA 3R LOAD CENTER. ALL BRANCH CIRCUIT BREAKERS SHALL BE GFCI RATED. 3 CT WIRING DIAGRAM SCALE: NOT TO SCALE T1 T2 ATS TB ATS COMMON, OR LOAD, TERMINALS CT NOTES: 1. CT'S FURNISHED BY GENERATOR MANUFACTURER WITH LEAD WIRE OPTION, 200:1 AMP RATIO. 2. WIRING SHOWN FOR SINGLE PHASE TENANT LOAD ON PHASES A-B. ADJUST ACCORDINGLY FOR INDIVIDUAL SITES THAT ARE BALANCING THREE PHASE SERVICES. 3. 1-PHASE: MOUNT ONE CT WITH WHITE DOT FACING AWAY FROM, AND OTHER CT WITH WHITE DOT FACING TOWARDS, THE ATS TERMINAL CONNECTIONS 4. 3-PHASE: MOUNT ALL CT'S WITH WHITE DOTS ALL FACING AWAY FROM THE ATS TERMINAL CONNECTIONS PH A (WHT) PH A (BLK) PH B (WHT) PH B (BLK) 4 COMMUNICATIONS CABLE DETAIL SCALE: NOT TO SCALE 4 - 390/485+ 5 - 391/485- 6 - SHLD SHLD391390FACTORY INSTALLED ATS COMMUNICATION PORT TERMINAL KNOCK OUT REMOVED FOR CONDUIT TO FUTURE ATS WIRING CONNECTION TO NEXT FUTURE ATS TO GENERATOR PANEL. CONNECT PER MANUFACTURER'S SPECIFICATIONS. (DO NOT CONNECT "SHLD" AT GENERATOR) NEMA 3R 6X6X4 WEATHERPROOF SCREW COVER JUNCTION BOX FACTORY INSTALLED INTERNAL ATS WIRING 1 - 0 2 - 183 3 -178J2 TB2-1183 2 WIRE ENGINE START 2-#14 AWG CU FACTORY INSTALLED GENERATOR TO ATS COMMUNICATION PORT TERMINAL WITHIN GENERATOR ENCLOSURE.TB1 15A/220A 15A1/220A1 X Y 2 WIRE E-STOP 2#18 AWG CU CONNECT TO E-STOP BUTTON MOUNTED ON ATS H-FRAME SW1 OFF ON GC TO ENSURE DIPSWITCH SW1 - POS 1 IS SET TO 'ON' POS 1 POS 2 WIRE WAY, 8" x 8" MINIMUM, LENGTH OF FRAME (2) SETS OF (3) 250 KCMIL AL AND (1) #1 AWG AL G IN (2) 3”C 400/2 MAIN CIRCUIT BREAKER FOR 80kW 1ɸ, 120/240V, 3W, OPTIONAL STANDBY GENERATOR. PROPOSED DOUBLE 250 KCMIL AL LUGS ON EACH POLE OF LOAD SIDE OF MCB - TOTAL 2 LUGS. 1-#1 AWG AL G, INSTALL FOUR (4) SHIELDED CAT5 CABLES, BELDEN 7933A OR EQUAL. LABELED BOTH ENDS: #1 "GEN. SERIAL A" #2 "GEN. SERIAL B" #3 "POE" #4 "POE" GENERATOR 1" CONDUIT WITH PULL STRING BETWEEN GENERATOR AND (E) ON-SITE MONITORING SYSTEM. TO BE FIELD VERIFIED BY CONSTRUCTION MANAGER. EXTEND 12" MIN. ABOVE CONCRETE PAD. (COIL ALL CABLES 10 FT. MIN.) 1" LFMC MODIFY 1/2" ENTRY PORT TO ACCEPT 1" LFMC NOTE: TERMINATE BOTH ENDS OF ALL CABLES WITH SHIELDED RJ-45 CONNECTORS, BELDEN 0986 EMC-500 OR EQUAL USING INDUSTRY STANDARD 568-A WIRELESS SCHEME. TEST ALL CABLES AFTER INSTALLATION AND CORRECT AS NECESSARY. LEAVE CABLES UN-CONNECTED FOR COMMISSIONING TEAM. COIL ALL CABLES 3 FT. MINIMUM IN BOX. 5 CONNECTING TO EXISTING MONITORING SCALE: NOT TO SCALE RS-232 EXTENDER KITS WILL BE NEEDED FOR CABLE LENGTHS OVER 90'. USE (2) WESTELL PN: REM-RS232-XTND-KIT OR EQUIVALENT APPROVED BY ATC CM ONCE ABOVE GRADE, SECURE PVC CONDUIT TO H-FRAME AND TRANSITION TO LFMC 200/2 3-250 KCMIL AL, 1-#4 AL G, 3"C 200A, 2P, 240V NEMA 3R SERVICE ENTRANCE RATED CIRCUIT BREAKER (TYP) 3-250 KCMIL AL, 3"C DEMAND LOAD CALCULATION GENERATOR LOADS 2.5 KW TENANT PANEL DEMAND LOADS 50.0 KW TOTAL DEMAND LOADS (KW) 52.5 KW TOTAL DEMAND CURRENT (A)218.8 A AT 120/240V, 1PH, 3W MECHANICAL WELD. CONNECTED INTERNALLY TO CHANNEL FRAME WITH DOUBLE LUG, SS HARDWARE. COLD GALVANIZE AFTER COOLING. #1/0 SBTC GROUND CONDUCTOR TO GROUND RING GENERATOR DRAWN BY: APPROVED BY: DATE DRAWN: SHEET NUMBER: REVISION: 370808 FT. PIERCE 6080 PETERSON RD FORT PIERCE, FL 34947 AM SRF 05/06/21 13651987_M4 R-601 SEAL: DESCRIPTIONREV. DATEBY ATC SITE NUMBER: ATC SITE NAME: SITE ADDRESS: ATC JOB NO: ATC TOWER SERVICES, LLC 3500 REGENCY PARKWAY SUITE 100 CARY, NC 27518 PHONE: (919) 468-0112 COA: 9053 THESE DRAWINGS AND/OR THE ACCOMPANYING SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF AMERICAN TOWER WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST VERSION ON FILE WITH AMERICAN TOWER. T Mobile © SUPPLEMENTAL 0 FOR CONSTRUCTION JD 05/06/21 01E-STOP SWITCH