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HomeMy WebLinkAboutANTENNA AMENDMENT DRAWINGSMichael Oglesby, P.E., State of Florida, Professional Engineering, License No. 77241. This item has been electronically signed and sealed by Michael Oglesby, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. C aixara ab;e5asiian SITE LOCATION d" 51 S<aeadd.r�„ - River Se0 h."— h!' �` ri Slate Perk 1/ ♦ �e�a�. �se„at p A — o a °drerd _ _ Fort Drum For? Mars+. t Vera beach. nee Conseraat,un very a °`h :..a AfeB tl9 ,e n,de * AMERICAN TOWER° ` ark ,. r. ATC SITE NAME: STRAZZU LA Fort Plerce o-�Q ATC SITE NUMBER: 5120 S' tJ FJ the%e.a,v c A--,k VERIZON SITE NAME: STRAZULLA Whlspervng re Pnies -Q Port Si. Lucie °keegh°bee V E R I Z O N SITE NUMBER: 131783 INDRIO RD Taylor creek sided uAhe —• - llapallali - SITE ADDRESS: 13698 INDRIO RD auakheotl Fle1s w or. selernb VICINITY MAP FORT PIERCE, FL 34945 LOCATION MAP VERIZON ANTENNA AMENDMENT DRAWINGS COMPLIANCE CODE PROJECT SUMMARY PROJECT DESCRIPTION SHEET INDEX ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED SITE ADDRESS: THE PROPOSED PROJECT INCLUDES MODIFYING TOWER MOUNTED SHEET NO: DESCRIPTION: REV: DATE: BY: IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE EQUIPMENT AS INDICATED PER BELOW: FOLLOWING CODES AS ADOPTED BY THE LOCAL 13698 INDRIO RD TOWER WORK: G-001 TITLE SHEET 0 09/10/21 KMB GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS FORT PIERCE, FL 34945 G-002 GENERAL NOTES 0 09/10/21 KMB TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO REMOVE (3) ANTENNA(s) THESE CODES. COUNTY: ST. LUCIE C-101 DETAILED SITE PLAN 0 09/10/21 KMB 1. 2020 FLORIDA BUILDING CODE, 7TH EDITION GEOGRAPHIC COORDINATES: INSTALL (9) ANTENNA(s), (6) RRH(s), (3) OVP(s) AND (2) HYBRID 2. ANSI/TIA-222-H CABLE(s) 3. 7TH EDITION FLORIDA FIRE PREVENTION CODE (NFPA 70) LATITUDE: 27.55805163 EXISTING (6) ANTENNA(s), AND (12) 1 5/8" COAX CABLE(s) TO REMAIN C-102 DETAILED GROUND PLAN 0 09/10/21 KMB C-201 TOWER ELEVATION 0 09/10/21 KMB 4. 2017 NATIONAL ELECTRICAL CODE LONGITUDE:-80.48158187 GROUND WORK: 5. BASIC WIND SPEED: 154 MPH (3-SECOND GUST, VULT) / C-401 ANTENNA INFORMATION & SCHEDULE 0 09/10/21 KMB EXPOSURE CATEGORY: C / RISK CATEGORY: II GROUND ELEVATION: 19' AMSL REMOVE (1) 6101 CABINET, (1) 60 KW LP GENERATOR AND (1) 500 6. CITY/COUNTY ORDINANCES GALLON LP TANK C-501 CONSTRUCTION DETAILS 0 09/10/21 KMB INSTALL (1) 191NCH RACK, (1)-48 POWER PLANT, (1) 50 KW LP GENERATOR AND (1) 500 GALLON LP TANK E-100 ELECTRICAL NOTES 0 09/10/21 KMB E-501 ELECTRICAL ROUTING AND GROUNDING 0 09/10/21 KMB PROJECT TEAM PROJECT NOTES E-502 PANEL SCHEDULE & ONE LINE DIAGRAM 0 09/10/21 KMB TOWER OWNER: APPLICANT: 1. THE FACILITY IS UNMANNED. E-503 GROUNDING DETAILS 0 09/10/21 KMB 2. ATECHNICIAN WILLVISITTHE SITE APPROXIMATELY ONCE R-601 SUPPLEMENTAL AMERICAN TOWER VERIZON WIRELESS AMONTH FOR ROUTINE INSPECTION AND MAINTENANCE. 3. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT LAND 10 PRESIDENTIAL WAY JOHN SCANDURA DISTURBANCE OR EFFECT OF STORM WATER DRAINAGE. WOBURN, MA 01801 JOHN.SCANDURA1 @VERIZONWIRELESS.COM 4. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL IS REQUIRED. 5. HANDICAP ACCESS IS NOT REQUIRED. R-602 SUPPLEMENTAL UTILITY COMPANIES R-603 SUPPLEMENTAL ENGINEER: 6. THE PROJECT DEPICTED IN THESE PLANS QUALIFIES AS AN ELIGIBLE FACILITIES REQUEST ENTITLED TO POWER COMPANY: FP&L KIMLEY-HORN ENGINEERING AND EXPEDITED REVIEW UNDER47 U.S.C. § 1455(A)ASA R-604 SUPPLEMENTAL PHONE: (800) 226-3545 LANDSCAPE ARCHITECTURE OF MODIFICATION OF AN EXISTING WIRELESS TOWER THAT INVOLVES THE COLLOCATION REMOVAL AND/OR TELEPHONE COMPANY: CENTURY LINK NEW YORK, P.C. REPLACEMENT OF TRANSMISSION EQUIPMENT THAT IS PHONE: (800) 786-6272 1 N LEXINGTON AVE, SUITE 1575 WHITE PLAINS, NY 10601 REGISTRY NO.: 696 NOT A SUBSTANTIAL CHANGE UNDER CFR§ 1.61000(B)(7). PROJECT LOCATION DIRECTIONS FROM OKEECHOBEE,FL: PROPERTY OWNER: PROCEED FROM OKEECHOBEE,FL. HEAD EAST ON NW 4TH ST INDRIO LAND HOLDINGS LLC TOWARD NW 6TH AVE 174 FT TURN RIGHT ONTO NW 6TH AVE 0.2 MI 13698 INDRIO RD TURN LEFT ONTO US-98 E / FL-70 / FL-700 / NW PARK ST 0.3 MI FORT PIERCE, FL 34945 CONTINUE ON FL-70 / NE PARK ST 31.3 MI TAKE THE RAMP ON THE CALL before you dig. RIGHT FOR 1-95 NORTH AND HEAD TOWARD DAYTONA BEACH 9.0 MI AT EXIT 138, HEAD ON THE RAMP RIGHT AND FOLLOW SIGNS FOR INDRIO RD 0.4 MI BEAR LEFT, THEN BEAR LEFT ONTO INDRIO RD 0.9 MI TURN RIGHT. AMERICAN TOWER® Kimlev)))Horn REGISTRY NO.: 696 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV. DESCRIPTION BY DATE AA PRELIM ARC 07/13/21 AB PRELIM ARC 07/21/21 0 ISSUED FOR CONSTRUCTION KMB 09/10/21 o ATC SITE NUMBER: 5120 ATC SITE NAME: STRAZZULA VERIZON SITE NAME: STRAZULLA SITE ADDRESS: 13698 INDRIO RD FORT PIERCE, FL 34945 SEAL: IIIIIII/IIII ♦♦� LA D D 0 ♦♦ ' • D,Z..•.��GEN"' NO 77241 STATE OF .' 44/�Z i441 ss /O N A� Eto`♦♦ x . 02/28/2023 verizon%' DATE DRAWN: 09/10/21 ATC JOB NO: 13692727 CUSTOMER ID: STRAZULLA CUSTOMER #: 131783 TITLE SHEET SHEET NUMBER: REVISION: G-001 0 Michael Oglesby, P.E., State of Florida, Professional Engineering, License No. 77241. This item has been electronically signed and sealed by Michael Oglesby, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. GENERAL CONSTRUCTION NOTES: 1. OWNER FURNISHED MATERIALS, VERIZON "THE COMPANY" WILL PROVIDE AND THE CONTRACTOR WILL INSTALL A. BTS EQUIPMENT FRAME (PLATFORM) AND ICEBRIDGE SHELTER (GROUND BUILD/CO-LOCATE ONLY) B. AC/TELCO INTERFACE BOX (PPC) C. ICE BRIDGE (CABLE TRAY WITH COVER) (GROUND BUILD/CO-LOCATE ONLY, GC TO FURNISH AND INSTALL FOR ROOFTOP INSTALLATION) D. TOWERS, MONOPOLES E. TOWER LIGHTING F. GENERATORS & LIQUID PROPANE TANK G. ANTENNA STANDARD BRACKETS, FRAMES AND PIPES FOR MOUNTING H. ANTENNAS (INSTALLED BY OTHERS) I. TRANSMISSION LINE J. TRANSMISSION LINE JUMPERS K. TRANSMISSION LINE CONNECTORS WITH WEATHERPROOFING KITS L. TRANSMISSION LINE GROUND KITS M. HANGERS N. HOISTING GRIPS O. BTS EQUIPMENT 22. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP ii. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT TO DETERMINE IF ANY PERMITS WILL BE OBTAINED BY CONTRACTOR. ALL REQUIRED RUNS OF COAXIAL CABLE (NOT WITHIN BENDS). PERMITS NOT OBTAINED BY VERIZON MUST BE OBTAINED, AND PAID FOR, BY THE CONTRACTOR. ELECTRICAL NOTES: 23. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH VERIZON SPECIFICATIONS AND REQUIREMENTS. 24. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO VERIZON FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 25. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND LOCATED ACCORDING TO VERIZON SPECIFICATIONS, AND AS SHOWN IN THESE PLANS. 26. 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. 27. CONTRACTOR SHALL NOTIFY VERIZON REP 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 2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL OTHER MATERIALS FOR THE APPROVAL. COMPLETE INSTALLATION OF THE SITE INCLUDING, BUT NOT LIMITED TO, SUCH MATERIALS AS FENCING, STRUCTURAL STEEL SUPPORTING SUB -FRAME FOR PLATFORM, 28. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY INCLUDING COMPLIANCE WITH ROOFING LABOR AND MATERIALS, GROUNDING RINGS, GROUNDING WIRES, ALL APPLICABLE OSHA STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE ALL COPPER -CLAD OR XIT CHEMICAL GROUND ROD(S), BUSS BARS, TRANSFORMERS AND NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM AND CONSTRUCTION DEVICES DISCONNECT SWITCHES WHERE APPLICABLE, TEMPORARY ELECTRICAL POWER, SUCH AS WELDING AND FIRE PREVENTION, TEMPORARY SHORING, SCAFFOLDING, CONDUIT, LANDSCAPING COMPOUND STONE, CRANES, CORE DRILLING, SLEEPERS AND TRENCH BOXES/SLOPING, BARRIERS, ETC. RUBBER MATTING, REBAR, CONCRETE CAISSONS, PADS AND/OR AUGER MOUNTS, MISCELLANEOUS FASTENERS, CABLE TRAYS, NON-STANDARD ANTENNA FRAMES AND ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE JOB ACCORDING TO 29. THE CONTRACTOR SHALL PROTECT AT HIS OWN EXPENSE, ALL EXISTING FACILITIES AND THE DRAWINGS AND SPECIFICATIONS. IT IS THE POSITION OF VERIZON TO APPLY FOR SUCH OF HIS NEW WORK LIABLE TO INJURY DURING THE CONSTRUCTION PERIOD. ANY PERMITTING AND CONTRACTOR RESPONSIBLE FOR PICKUP AND PAYMENT OF REQUIRED DAMAGE CAUSED BY NEGLECT ON THE PART OF THIS CONTRACTOR OR HIS PERMITS. 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 3. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE FEDERAL, STATE, AND LOCAL EXPENSE TO THE OWNER'S SATISFACTION. CODES, INCLUDING ANSI/EIA/TIA-222, AND COMPLY WITH ATC CONSTRUCTION SPECIFICATIONS. 30. ALL WORK SHALL BE INSTALLED IN A FIRST CLASS, NEAT AND WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE TRADE INVOLVED. THE QUALITY OF WORKMANSHIP 4. CONTRACTOR SHALL CONTACT LOCAL 811 FOR IDENTIFICATION OF UNDERGROUND SHALL BE SUBJECT TO THE APPROVAL OF THE VERIZON REP. ANY WORK FOUND BY UTILITIES PRIOR TO START OF CONSTRUCTION. THE VERIZON REP TO BE OF INFERIOR QUALITY AND/OR WORKMANSHIP SHALL BE REPLACED AND/OR REWORKED AT CONTRACTOR EXPENSE UNTIL APPROVAL IS 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED OBTAINED. INSPECTIONS. 31. IN ORDER TO ESTABLISH STANDARDS OF QUALITY AND PERFORMANCE, ALL TYPES OF 6. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS, DRAINAGE STRUCTURES, AND MATERIALS LISTED HEREINAFTER BY MANUFACTURER'S NAMES AND/OR SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL MANUFACTURER'S CATALOG NUMBER SHALL BE PROVIDED BY THESE MANUFACTURERS DISCREPANCIES REPORTED TO THE ENGINEER. AS SPECIFIED. 7. DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. 32. VERIZON FURNISHED EQUIPMENT SHALL BE PICKED -UP AT THE VERIZON WAREHOUSE, NO LATER THAN 48HR AFTER BEING NOTIFIED INSURED, STORED, UNCRATE, PROTECTED AND INSTALLED BY THE CONTRACTOR WITH ALL APPURTENANCES REQUIRED TO PLACE 8. DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS UNLESS THE EQUIPMENT IN OPERATION, READY FOR USE. THE CONTRACTOR SHALL BE OTHERWISE NOTED. RESPONSIBLE FOR THE EQUIPMENT AFTER PICKING IT UP. 9. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 33. VERIZON OR HIS ARCHITECT/ENGINEER RESERVES THE RIGHT TO REJECT ANY SAFETY WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. EQUIPMENT OR MATERIALS WHICH, IN HIS OWN OPINION ARE NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS, EITHER BEFORE OR AFTER INSTALLATION AND THE 10. CONTRACTOR SHALL BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED EQUIPMENT SHALL BE REPLACED WITH EQUIPMENT CONFORMING TO THE FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING, REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE CONTRACTOR AT NO COST TO ANCHOR BOLTS, ETC. VERIZON OR THEIR ARCHITECT/ENGINEER. 11. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. SPECIAL CONSTRUCTION 12. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE VERIZON REP PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE VERIZON REP PRIOR TO PROCEEDING. 13. EACH CONTRACTOR SHALL COOPERATE WITH THE VERIZON REP, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 14. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE VERIZON CONSTRUCTION MANAGER. 15. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. 16. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN IN THIS PLAN SET, CONTRACTOR SHALL NOTIFY THE VERIZON REP AND ENGINEER OF RECORD IMMEDIATELY. 17. CONTRACTOR SHALL ENSURE ALL SUBCONTRACTORS ARE PROVIDED WITH A COMPLETE AND CURRENT SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 18. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM THE SITE AT THE END OF EACH DAY. 19. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH AMERICAN TOWER CORPORATION (ATC) AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY. 20. CONTRACTOR SHALL FURNISH VERIZON AND AMERICAN TOWER CORPORATION (ATC) WITH A PDF MARKED UP AS -BUILT SET OF DRAWINGS UPON COMPLETION OF WORK. ANTENNA INSTALLATION NOTES: 1. WORK INCLUDED: A. ANTENNA AND COAXIAL CABLES ARE FURNISHED BY VERIZON UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PERSONNEL. B. INSTALL ANTENNA AS INDICATED ON DRAWINGS AND VERIZON SPECIFICATIONS. C. INSTALL GALVANIZED STEEL ANTENNA MOUNTS AS INDICATED ON DRAWINGS. D. INSTALL FURNISHED GALVANIZED STEEL OR ALUMINUM WAVEGUIDE AND PROVIDE PRINTOUT OF THAT TEST. E. CONTRACTOR SHALL PROVIDE FOUR (4) SETS OF SWEEP TESTS USING ANRITZU-PACKARD 8713B RF SCALAR NETWORK ANALYZER. SUBMIT FREQUENCY DOMAIN REFLECTOMETER(FDR) TESTS RESULTS TO THE PROJECT MANAGER. SWEEP TESTS SHALL BE AS PER ATTACHED RFS "MINIMUM FIELD TESTING RECOMMENDED FOR ANTENNA AND HELIAX COAXIAL CABLE SYSTEMS" DATED 10/5/93. TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING SERVICE AND BE BOUND AND SUBMITTED WITHIN ONE WEEK OF WORK COMPLETION. F. INSTALL COAXIAL CABLES AND TERMINATING BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. WEATHERPROOF ALL CONNECTIONS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURER'S REQUIREMENTS. TERMINATE ALL COAXIAL CABLE THREE (3) FEET IN EXCESS OF ENTRY PORT LOCATION UNLESS OTHERWISE STATED. G. ANTENNA AND COAXIAL CABLE GROUNDING: 21. PRIOR TO SUBMISSION OF BID, CONTRACTOR SHALL COORDINATE WITH VERIZON REP TO DETERMINE WHAT, IF ANY, ITEMS WILL BE PROVIDED. ALL ITEMS NOT PROVIDED i. ALL EXTERIOR #6 GREEN GROUND WIRE "DAISY CHAIN" CONNECTIONS ARE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CONTRACTOR WILL INSTALL TO BE WEATHER SEALED WITH RFS CONNECTORS/SPLICE ALL ITEMS PROVIDED. WEATHERPROOFING KIT #221213 OR EQUAL. 2. ELECTRICAL DESIGN SHALL BE PERFORMED BY ELECTRICAL CONTRACTOR. STRUCTURAL DESIGN SHALL BE PERFORMED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE LOCAL AND STATE CODES AND NATIONAL ELECTRICAL CODE. 3. ALL SUGGESTED ELECTRICAL ELEMENTS (SUCH AS BREAKER SIZES, WIRE SIZES, CONDUITS SIZES ARE FOR ZONING PURPOSES ONLY. IT IS THE RESPONSIBILITY TO OF THE ELECTRICAL CONTRACTOR TO CONFIRM COMPLIANCE WITH LOCAL ELECTRICAL CODES AND PASS ALL APPLICABLE AND NECESSARY INSPECTIONS. IN SOME EVENTS, IT MAY BE NECESSARY TO PERFORM AN ELECTRICAL LOAD STUDY TO VERIFY THE CAPACITY OF THE EXISTING SERVICE. THIS IS NOT THE RESPONSIBILITY OF CONCORDIA. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 4. CONTRACTOR SHALL FIELD LOCATE ALL BELOW GRADE GROUND LINES AND UTILITY LINES PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RELOCATION OF ALL UTILITIES AND GROUND LINES THAT MAY BECOME DISTURBED OR CONFLICTING IN THE COURSE OF CONSTRUCTION. ALL DISCREPANCIES FROM WHAT IS SHOWN ON THESE CONSTRUCTION DRAWINGS SHALL BE COMMUNICATED TO ATC ENGINEERING IMMEDIATELY FOR CORRECTION OR RE -DESIGN. FAILURE TO COMMUNICATE DIRECTLY WITH ATC ENGINEERING OR ANY CHANGES FROM THE DESIGN CONDUCTED WITHOUT PRIOR APPROVAL FROM ATC ENGINEERING SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. AMERICAN TOWER® Kimlew))Horn /; REGISTRY NO.: 696 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV. DESCRIPTION BY DATE AA PRELIM ARC 07/13/21 AB PRELIM ARC 07/21/21 A ISSUED FOR CONSTRUCTION KMB 09/10/21 A 0 ATC SITE NUMBER: 5120 ATC SITE NAME: STRAZZULA VERIZON SITE NAME: STRAZULLA SITE ADDRESS: 13698 INDRIO RD FORT PIERCE, FL 34945 SEAL: tj%11 1j111 _ADD 0nIoi -�: No 77241 • -� LL STAT OF 111/11111111�� Exp. 2/28/2023 veralowl DATE DRAWN: 09/10/21 ATC JOB NO: 13692727 CUSTOMER ID: STRAZULLA CUSTOMER #: 131783 GENERAL NOTES SHEET NUMBER: REVISION: G-002 0 y re 4 T J J D V D a T J Michael Oglesby, P.E., State of Florida, Professional Engineering, License No. 77241. This item has been electronically signed and sealed by Michael Oglesby, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. 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. NO ELECTRICAL SCOPE IS INCLUDED IN THIS PROJECT. LEGEND ® GROUNDING TEST WELL ATS AUTOMATIC TRANSFER SWITCH B BOLLARD CSC CELL SITE CABINET D DISCONNECT E ELECTRICAL F FIBER GEN GENERATOR G GENERATOR RECEPTACAL HH, V HAND HOLE, VAULT IB ICE BRIDGE K KENTROX BOX LC LIGHTING CONTROL M METER PB PULL BOX PP POWER POLE T TELCO TRN TRANSFORMER - CHAINLINK FENCE EXISTING VERIZON 1 8' X 16, 501 SHELTER W/ 8' X 16, GROUND SPACE PROPOSED 500 GALLON LP (TO BE INSTALLED BY A QUALIFIED CONTRACTOR) 7'-6" 10'-0" GATE +�+ .� \L—x Y- 10' NO SPARK \ BUFFER ZONE (274.16 SQ. FT.) 10' X 17' CON. PAD & ` GROUND SPACE G' RAVEL SURFACE EXISTING 4' X 20' CON. PAD W/ 4' X 10' GROUND SPACE VERIZON 5'-0" X 91- 101, GEN. PAD W1 5' X 10, GROUND SPACE GUYED TOWER II PROPOSED (2) 1-5/8" HYBRID FIBER CABLES I ti I (ROUTED PER PROPOSED CABLE LENGTH NOTE 2) (REFER TO PROPOSED CABLE LENGTH NOTE ON THIS PAGE) I� EXISTING II (10) 1-518" COAX CABLES Il iii (2) EW52 ELLIPTICAL CABLES i 1B (TO REMAIN) II "II. G M II iii - ATS Rai ED� E PC D E GTS D e ®� ATC o 11'-8" X 27'-6" SHELTER A -I N 0 ❑... ... ..... . . . . . . . ---- 17'- 6 " DETAILED SITE PLAN 0 10, 20' N SCALE:1"=10'(11X17) 1"=5'(22X34) AMERICAN TOWER® Kimlew))Horn REGISTRY NO.: 696 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV. DESCRIPTION BY DATE AA PRELIM ARC 07/13/21 AB PRELIM ARC 07/21/21 A ISSUED FOR CONSTRUCTION KMB 09/10/21 IL ATC SITE NUMBER: 5120 ATC SITE NAME: STRAZZULA VERIZON SITE NAME: STRAZULLA SITE ADDRESS: 13698 INDRIO RD FORT PIERCE, FL 34945 SEAL: tj%J1 11111 I LADD ♦♦�!� 0/��ii • �'� F• �C; •S No 77241 •:�-� S TAT O O•.•• •� OR N A- E %% Exp. 2/28/2023 verizon' DATE DRAWN: 09/10/21 ATC JOB NO: 13692727 CUSTOMER ID: STRAZULLA CUSTOMER #: 131783 DETAILED SITE PLAN SHEET NUMBER: REVISION: C-101 0 Michael Oglesby, P.E., State of Florida, Professional Engineering, License No. 77241. This item has been electronically signed and sealed by Michael Oglesby, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. SITE PLAN NOTES: 1. CONTRACTOR TO VERIFY THERE IS NO LIVE AAV FIBER RUNNING THROUGH EXISTING DEAD EQUIPMENT. IF SO, THIS WILL NEED TO BE RERUN THROUGH CONDUIT PRIOR TO REMOVING DEAD 2G (6201 CABS) EQUIPMENT. 2. REMOVE EXISTING 2G CABINETS, AND POWER / TELCO WHIPS ASSOCIATED WITH THE DEAD EQUIPMENT IF APPLICABLE. 3. ALL OPEN PORTS NEED TO BE SEALED / WEATHERPROOFED PROPERLY 4. ALL UNNEEDED / EXCESS EQUIPMENT AND GARBAGE TO BE REMOVED FROM EQUIPMENT AREA. DISPOSE OF MATERIALS PROPERLY OFF SITE. 10' NO SPARK BUFFER ZONE (274.16 SO. FT.) EXISTING —J j r O 500 GALLON LP TANK © ` - (TO BE REMOVED) EXISTING 60 KW LP GENERATOR ° (TO BE REMOVED) /B G' RAVEL SURFACE GUYED TOWER EXISTING (1) SUB PANEL (TO REMAIN) EXISTING VERIZON 8' X 7 6' SHELTER W/ 8' X 7 6' GROUND SPACE EXISTING (7) BATTERY CABINET (TO REMAIN) EXISTING (7) RACK (TO REMAIN) j EXISTING (10) 1-5/8" COAX CABLES (2) EW52 ELLIPTICAL CABLES (TO REMAIN) EXISTING 6101 CABINET (TO BE REMOVED) EXISTING (7) SUB PANEL B (TO REMAIN) ATS MID CPC G PPC D j L GTE I EXISTING VERIZON (1) CABINET (TO REMAIN) EXISTING (7) RACK i (TO REMAIN) 5'-0" X 9'-70" GEN. PAD W/ 5' X 10, GROUND SPACE PROPOSED 500 GALLON LP TANK (TO BE INSTALLED BY A QUALIFIED CONTRACTOR) 10' NO SPARK BUFFER ZONE (274.16 SO. FT.) O - GRAVEL ` SURFACE 1 1 PROPOSED 60 601 50 KW LP GENERATOR GUYED i TOWER EXISTING (1) SUB PANEL EXISTING VERIZON 8' X 16' SHELTER W/ 8' X 76, GROUND SPACE EXISTING (1) BATTERY CABINET EXISTING (1) RACK PROPOSED (2) 1-5/8" HYBRID FIBER CABLES EXISTING (10) 1-5/8" COAX CABLES (2) EW52 ELLIPTICAL CABLES PROPOSED 19 INCH RACK EXISTING B (1) SUB PANEL FATS -MID LPG _ G j PPC D j I GTS IJ � EXISTING VERIZON 1 CABINET PROPOSED -48 POWER PLANT EXISTING (1) RACK EXISTING GROUND EQUIPMENT LAYOUT 2 PROPOSED GROUND EQUIPMENT LAYOUT I / 0 10' 20' 0 10' zo' N N SCALE: 1"=10' (11X17) SCALE: 1"=10' (11X17) 1"=5'(22X34) 1"=5'(22X34) 5'-0" X 91- 101, GEN. PAD W/ 5' X 10' GROUND SPACE AMERICAN TOWER® Kimlew))Horn REGISTRY NO.: 696 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV. DESCRIPTION BY DATE AA PRELIM ARC 07/13/21 AB PRELIM ARC 07/21/21 Ao ISSUED FOR CONSTRUCTION KMB 09/10/21 0 0 ATC SITE NUMBER: 5120 ATC SITE NAME: STRAZZULA VERIZON SITE NAME: STRAZULLA SITE ADDRESS: 13698 INDRIO RD FORT PIERCE, FL 34945 SEAL: tj%J1 11111 I LA D D ♦♦� ! 0 ♦ V•,. • �'� F• S G• �; No 77241 •:�-� i MS T AT 0 N A� E� 00 Exp. 2/28/2023 verizonv' DATE DRAWN: 09/10/21 ATC JOB NO: 13692727 CUSTOMER ID: STRAZULLA CUSTOMER #: 131783 DETAILED GROUND PLAN SHEET NUMBER: REVISION: C-102 0 D y re n T J J D V D a T '1 .7 Michael Oglesby, P.E., State of Florida, Professional Engineering, License No. 77241. This item has been electronically signed and sealed by Michael Oglesby, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. TOP OF EXISTING HIGHEST APPURTENANCE ELEV. 135' TOP OF EXISTING T7WFR ELEV. 2 1 EXISTING AND C 40 C-40 PROPOSED VERIZON EQUIPMENT TOWER ELEVATION SCALE: N.T.S. PER MOUNT ANALYSIS COMPLETED BY MASER, DATED 06/03121, THE EXISTING MOUNT MUST BE MODIFIED TO ADEQUATELY SUPPORT THE PROPOSED LOADING. THE MOUNT MODIFICATION PROPOSED IN THE MOUNT ANALYSIS, INCLUDED AT THE END OF THIS PLAN SET, MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE PROPOSED ANTENNAS AND OTHER EQUIPMENT. TOWER NOTE: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM WITH THE PROJECT MANAGER THAT THEY HAVE THE MOST RECENT VERSION OF THE STRUCTURAL ANALYSIS BEFORE COMMENCING WORK. EXISTING AND PROPOSED TOWER APPURTENANCES, MOUNTS, AND ANTENNAS ARE SHOWN BASED ON THE STRUCTURAL ANALYSIS. 2. WHERE APPLICABLE, ALL NEW ANTENNAS, EQUIPMENT, MOUNTS, CABLING, ETC. SHALL BE PAINTED/SOCKED TO MATCH EXISTING EQUIPMENT IN ACCORDANCE WITH FAA, JURISDICTION, AND/OR OTHER LOCAL REQUIREMENTS. 3. ROUTE PROPOSED CABLES ALONG SAME PATH AS EXISTING CABLES AND IN ACCORDANCE WITH STRUCTURAL ANALYSIS. WHERE POSSIBLE UTILIZE EXISTING CABLE SUPPORT STRUCTURES AS PROVIDED FOR CARRIER TO ADEQUATELY SECURE CABLES, USING EITHER APPROPRIATELY SIZED STAINLESS STEEL SNAP -INS OR MOUNTING HARDWARE AND BRACKETS AS SPECIFIED BY CABLE MANUFACTURER. OTHERWISE, ATTACH CABLES TO HORIZONTAL OR DIAGONAL TOWER MEMBERS USING PROPOSED STAINLESS STEEL ADAPTERS (DO NOT ATTACH TO TOWER LEG). 4. TOWER ELEVATIONS ARE MEASURED FROM TOP OF BASE PLATE TO MATCH STRUCTURAL ANALYSIS. ELEVATIONS DO NOT REFLECT TRUE ABOVE GROUND LEVEL (A.G.L.) 5. TOWER ELEVATION DEPICTION MAY NOT REFLECT ALL EQUIPMENT INCLUDED IN STRUCTURAL ANALYSIS. REFER TO STRUCTURAL ANALYSIS FOR FULL TOWER LOADING. AMERICAN TOWER® Kimlew))Horn REGISTRY NO.: 696 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV. DESCRIPTION BY DATE AA PRELIM ARC 07/13/21 AB PRELIM ARC 07/21/21 00 ISSUED FOR CONSTRUCTION KMB 09/10/21 IL ATC SITE NUMBER: 5120 ATC SITE NAME: STRAZZULA VERIZON SITE NAME: STRAZULLA SITE ADDRESS: 13698 INDRIO RD FORT PIERCE, FL 34945 SEAL: tj%J1 11111 I LADD O i �G•,. �i'� 0 • No 77241 •:�-� AY O i ;M.T i '�'�• •.4 0 O P'•��.` N A - E� 00 Exp. 2/28/2023 verizon' DATE DRAWN: 09/10/21 ATC JOB NO: 13692727 CUSTOMER ID: STRAZULLA CUSTOMER #: 131783 TOWER ELEVATION SHEET NUMBER: REVISION: C-201 0 Michael Oglesby, P.E., State of Florida, Professional Engineering, License No. 77241. This item has been electronically signed and sealed by Michael Oglesby, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. EXISTING DB982GJOA—M ANTENNA (TO REMAIN) (2 PER SECTOR) (TYP. 6) EXISTING X7-665-4 ANTENNA (TO BE REMOVED) (TYP. 2) �N C1 EXISTING T-ARM MOUNT (TYP.) EXISTING TOWER C C2 A3 B 7� EXISTING X7C—FRO-640-4 ANTENNA (TO BE REMOVED) (TYP. 2) (a) EXISTING ANTENNA PLAN ANSCALE: N.T.S. B2 EXISTING ANTENNA SCHEDULE LOCATION ANTENNA SUMMARY NON ANTENNA SUMMARY SECTOR RAD AZ POS ANTENNA BAND MECH/ELEC STATUS ADDITIONAL TOWER STATUS D-TILT MOUNTED EQUIPMENT Al DB982G30A-M U1900 0/0. RMN - - ALPHA 125 60' A2 X7C-FRO-640-4 L700 0%4' RMV - - A3 DB982G30A-M (LEASED) U1900 0 /0. RMN - - B 1 DB982G30A-M U1900 0 /0' RMN - - BETA 25' 745° B2 X7C-FRO-640-4 L700 0%4° RMV - - B3 DB982G30A-M (LEASED) U7900 0%0° RMN - - C 1 DB982G30A-M U1900 0 /0. RMN - - GAMMA 725' 332° C2 X7C-FRO-640-4 L700 0%4° RMV - - DB982G30A-M C3 (LEASED) U1900 0%0° RMN - - EXISTING FIBER DISTRIBUTION/OVP BOX MODELNUMBER STATUS EXISTING CABLING SUMMARY COAX HYBRID STATUS (10) 1-518" RMN (2) EW52 RMN PER MOUNT ANALYSIS COMPLETED BY MASER, DATED 06/03/21, THE EXISTING MOUNT MUST BE MODIFIED TO ADEQUATELY SUPPORT THE PROPOSED LOADING. THE MOUNT MODIFICATION PROPOSED IN THE MOUNT ANALYSIS, INCLUDED AT THE END OF THIS PLAN SET, MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE PROPOSED ANTENNAS AND OTHER EQUIPMENT. �N \ 2 PROPOSED AIR6449 ANTENNA C-50 (1 PER SECTOR) (TYP. 3) 3 PROPOSED 4449-B13&B5RRU - 50 (1 PER SECTOR) (TYP. 3) EXISTING TOWER EXISTING DB982G30A-M ANTENNA (TO REMAIN) (2 PER SECTOR) (TYP. 6) 60 PAP 60 PROPOSED RCMDC-6627-PF-48 COVP G (1 PER SECTOR) (TYP. 3) A2 60 py° p PROPOSED NHH-65B-R2B ANTENNA P ' (2 PER SECTOR) (TYP. 6) C-50 B3 B5 B4 9c' y� �o Y v PROPOSED MOUNT MODIFICATIONS (REFER TO SHEETS AT THE END OF THIS PLAN SET) FINAL ANTENNA PLAN ANSCALE: N.T.S. NOTES 1. CONFIRM WITH VERIZON REP LOCATION FOR APPLICABLE UPDATES/REVISIONS AND SECTOR RAD AZ POS MOST RECENT REDS FOR NSN Al CONFIGURATION (CONFIG). GC TO CAP ALL UNUSED PORTS. A2 2. CONFIRM SPACING OF A3 PROPOSED EQUIP DOES NOT CAUSE TOWER CONFLICTS NOR IMPEDE TOWER CLIMBING ALPHA 125' 60° A4 PEGS. 3. ROUTE HYBRID JUMPERS TO A5 AVOID DAMAGE FROM BEING BETA 125' 145° B1 STEPPED UPON. STATUS ABBREVIATIONS B2 B3 B4 RMV: TO BE REMOVED RMN: TO REMAIN REL: TO BE RELOCATED B5 ADD: TO BE ADDED C1 CABLE LENGTHS FOR JUMPERS C2 JUNCTION BOX TO RRU: 15' GAMMA 125' 332° C3 RRU TO ANTENNA: 10' C4 C5 EQUIPMENT SCHEDULES J PROPOSED 8843 REV 2 RRU e (1 PER SECTOR) (TYP. 3) 50 FINAL ANTENNA SCHEDULE ANTENNA SUMMARY NON ANTENNA SUMMARY ANTENNA BAND MECH/ELEC D-TILT STATUS ADDITIONAL TOWER MOUNTED EQUIPMENT STATUS DB982G30A-M U1900 0 /0. RMN NHH-65B-R2B 5G 0°/60 ADD 8843 REV 2 ADD NHH-65B-R2B L850/L1900/LAWS/5G 0°/3° ADD 4449 - B13&B5 ADD AIR6449 L850/L1900/LAWS/5G 0°/3° ADD DB982G30A-M (LEASED) U7900 0/0. RMN DB982G30A-M U1900 0/0° RMN NHH-65B-R2B 5G 0°/60 ADD 8843 REV 2 ADD NHH-65B-R2B L850/L1900/LAWS/5G 0°/3° ADD 4449 - B13&B5 ADD AIR6449 L850/L1900/LAWS/5G 0°/3° ADD DB982G30A-M (LEASED) U7900 0/0. RMN DB982G30A-M U1900 0 /0. RMN NHH-65B-R2B 5G 0°/6° ADD 8843 REV 2 ADD NHH-65B-R2B L850/L1900/LAWS/5G 00/30 ADD 4449 - B13&B5 ADD AIR6449 L850/L1900/LAWS/5G 0°/3° ADD DB982G30A-M (LEASED) U 1900 0 /0. RMN FINAL FIBER DISTRIBUTION / OVP BOX FINAL CABLING SUMMARY MODELNUMBER STATUS COAX HYBRID STATUS (10) 1-518" (2) EW52 _ RMN RMN (3) RCMDC-6627-PF-48 ADD (2) 1-5/8" ADD AMERICAN TOWER® Kimlew))Horn REGISTRY NO.: 696 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV. DESCRIPTION BY DATE AA PRELIM ARC 07/13/21 AB PRELIM ARC 07/21/21 AO ISSUED FOR CONSTRUCTION KMB 09/10/21 IL ATC SITE NUMBER: 5120 ATC SITE NAME: STRAZZULA VERIZON SITE NAME: STRAZULLA SITE ADDRESS: 13698 INDRIO RD FORT PIERCE, FL 34945 SEAL: ,`tj%J1 11111 I % LA D D ♦♦N 0 i �� I ♦ V•,. • �'� F• �C; •S No 77241 •:�-� O i ;M*.STAT i Exp. 2/28/2023 verizon' DATE DRAWN: 09/10/21 ATC JOB NO: 13692727 CUSTOMER ID: STRAZULLA CUSTOMER #: 131783 ANTENNA INFORMATION & SCHEDULE SHEET NUMBER: REVISION: C-401 0 T Michael Oglesby, P.E., State of Florida, Professional Engineering, License No. 77241. This item has been electronically signed and sealed by Michael Oglesby, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. EXISTING ANTENNA MOUNTING PIPE TO BE REPLACED WITH PROPOSED 2-3/8" O.D. X 96" LONG IF REQUIRED TO ACCOMMODATE PROPOSED MOUNTING BRACKET EXISTING T-ARM SECTOR FRAME PROPOSED ANTENNA PROPOSED ANTENNA MOUNTING DETAIL - TYPICAL I SCALE: N.T.S. EXISTING T-ARM SECTOR FRAME PROPOSED RRU MOUNT LOCATION (OPTION 1) (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) PROPOSED RRU MOUNTING DETAIL - TYPICAL J SCALE: N.T.S. EXISTING T—ARM SECTOR FRAME ROPOSED ANTENNA PROPOSED 2-3/8" O.D. X 96" LONG 2 PROPOSED 5G ANTENNA MOUNTING DETAIL - TYPICAL SCALE: N.T.S. PROPOSED OVP (MOUNT PER MANUFACTURER'S SPECS) (ENSURE THAT BRACKET DOES NOT CONFLICT WITH EXISTING OR PROPOSED EQUIPMENT) PROPOSED MOUNTING PIPE ATTACHED PROPOSED STAND-OFF SUPPORT PROPOSED PLATFORM STAND-OFF SUPPORT PROPOSED OVP MOUNTING SCALE: N.T.S. AMERICAN TOWER® Kimlew))Horn REGISTRY NO.: 696 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV. DESCRIPTION BY DATE AA PRELIM ARC 07/13/21 AB PRELIM ARC 07/21/21 A ISSUED FOR CONSTRUCTION KMB 09/10/21 0 0 ATC SITE NUMBER: 5120 ATC SITE NAME: STRAZZULA VERIZON SITE NAME: STRAZULLA SITE ADDRESS: 13698 INDRIO RD FORT PIERCE, FL 34945 SEAL: tj%J1 11111 I LA D D 0 �i'� � �G•,. • • • �'� F• S G• �; No 77241 •:�-� •.• O i i ;O • ,STAY OR 00 Exp. 2/28/2023 verizon' DATE DRAWN: 09/10/21 ATC JOB NO: 13692727 CUSTOMER ID: STRAZULLA CUSTOMER #: 131783 CONSTRUCTION DETAILS SHEET NUMBER: REVISION: C-501 0 Michael Oglesby, P.E., State of Florida, Professional Engineering, License No. 77241. This item has been electronically signed and sealed by Michael Oglesby, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. ELECTRICAL NOTES 1.00 CODES, STANDARDS, & SPECIFICATIONS STANDARDS AND PRACTICES AS REQUIRED BY NEC, NEMA, ANSI, NFPA, UBC, UL, IEEE, AND THE LOCAL UTILITY COMPANY. 1.04 ALL ELECTRICAL GROUNDING SHALL COMPLY WITH THE CURRENT EDITION OF THE NEC. 1.05 CONTRACTOR SHALL MAINTAIN UL LISTED FIRE RATINGS AT ALL WALL PENETRATIONS. 1.06 CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF 36" IN FRONT OF ALL ELECTRICAL EQUIPMENT AS REQUIRED BY NEC. MINIMUM CLEARANCE SHALL BE OBSERVED FOR BOTH THE FRONT AND THE REAR OF THE METER H-FRAME RACK AND THE EQUIPMENT H-FRAME RACK. 2.00 GENERAL 2.01 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND ASSOCIATED FEES RELATED TO THE PROJECT AND SHALL DELIVER A COPY OF ALL PERMITS TO THE VERIZON REPRESENTATIVE. 2.02 CONTRACTOR SHALL SCHEDULE AND SHOULD ATTEND ALL INSPECTIONS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. 2.03 CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, ACCESSORIES, ETC., FOR A COMPLETE WORKING ELECTRICAL INSTALLATION. 2.04 ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH APPLICABLE BUILDING CODES AND LOCAL ORDINANCES, INSTALLED IN A NEAT MANNER, AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 2.05 CONTRACTOR SHALL PROTECT ADJACENT EQUIPMENT AND FINISHES FROM DAMAGE AND SHALL REPAIR TO ORIGINAL CONDITION ANY ITEMS DAMAGED AS A RESULT OF THE WORK. 2.06 CONTRACTOR SHALL REPAIR ANY LANDSCAPING DISTURBED DURING CONSTRUCTION. 2.07 IF CONDUIT RUNS HAVE MORE THAN THREE (3) CONSECUTIVE 90 DEGREE TURNS, THE CONTRACTOR SHALL INSTALL PULL BOXES AS REQUIRED BY NEC. 2.08 CONTRACTOR SHALL INDICATE THE LOCATION OF ALL CAPPED UNDERGROUND SPARE CONDUIT ON THE RECORD DRAWINGS SUBMITTED TO THE OWNER. 2.09 CONTRACTOR SHALL COORDINATE EXACT ROUTING OF CONDUIT WITH OWNER. ALL CONDUIT SHALL BE ROUTED WITHIN 3 FEET, EITHER SIDE, OF PERIMETER FENCING 3.00 MATERIALS 3.01 ALL EQUIPMENT AND MATERIALS SHOWN SHALL BE CONSIDERED NEW UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. 3.02 FINAL CONNECTIONS OF EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT SUPPLIED BY VERIZON. 3.03 CONTRACTOR SHALL PROVIDE AN UPDATED PANELBOARD DIRECTORY FOR THE PANEL FROM WHICH THE NEW VERIZON EQUIPMENT CIRCUIT WILL BE CONNECTED. CONTRACTOR SHALL SUBMIT UPDATED DIRECTORY IN A PLASTIC COVER TO THE BUILDING OWNER FOR APPROVAL PRIOR TO INSTALLATION. 3.04 CONTRACTOR SHALL FIELD DETERMINE ACTUAL CONDUIT ROUTING AND SHALL OBTAIN APPROVAL FROM THE TOWER OWNER OF THE PROPOSED ROUTING PRIOR TO CONDUIT INSTALLATION. 3.05 ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION AND ALL TERMINATIONS SHALL BE RATED FOR AT LEAST 75 DEGREES CELSIUS. 3.06 ALL NEUTRAL CONDUCTORS SHALL HAVE WHITE INSULATION. ALL GROUND CONDUCTORS SHALL HAVE GREEN INSULATION. COLOR TAPE IDENTIFICATION OF THESE CONDUCTORS IS NOT PERMITTED. 3.07 CONTRACTOR SHALL SEAL ALL CONDUITS ENTERING AN ENCLOSURE WITH CONDUIT SEALANT THAT IS COMPATIBLE WITH THE INSULATION OF THE CONDUCTORS IN THE CONDUIT. 3.08 CONDUIT RUNS SHALL HAVE A CONTINUOUS DOWNWARD SLOPE AWAY FROM ALL EQUIPMENT TO PREVENT WATER INFILTRATION. 3.09 ALL CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE ON THE PLANS. WHEN CONDUIT IS ROUTED UNDER VEHICULAR TRAFFIC AREAS OR WHERE ABOVE GROUND AND SUBJECT TO DAMAGE, SCHEDULE 80 PVC CONDUIT SHALL BE UTILIZED. MANUFACTURED BEND RADII SHALL BE PER NEC. 3.10 CONTRACTOR SHALL PROVIDE TWO (2) 200 POUND TEST POLYETHYLENE PULL CORDS IN ALL CONDUITS AND ALL INNERDUCTS. PULL CORDS SHALL BE SECURED AT EACH END OF CONDUIT RUNS. ALL SPARE CONDUIT ENDS SHALL BE CAPPED WITH MANUFACTURED PVC FITTINGS. 3.11 CONTRACTOR SHALL BOND EACH METALLIC CONDUIT ENTERING A METALLIC ENCLOSURE WITH A #8 MIN AWG INSULATED COPPER BONDING JUMPER PER NEC. CONTRACTOR SHALL BOND ALL ELECTRICAL EQUIPMENT TO THE H-FRAME RACK ON WHICH EQUIPMENT IS MOUNTED WITH #8 MIN AWG INSULATED COPPER BONDING JUMPERS PER NEC. 3.12 CONTRACTOR SHALL IDENTIFY THE END OF ALL SPARE UNDERGROUND CONDUITS AND PROVIDE AND INSTALL 90 DEGREE ELBOWS WITH VERTICAL CONDUIT EXTENSIONS TO EXTEND 3" ABOVE FINISHED CRUSHED AGGREGATE GRADE. CONTRACTOR SHALL TERMINATE CONDUITS WITH MANUFACTURED CONDUIT CAPS THAT THE CONTRACTOR HAS PAINTED ORANGE. 3.13 CONTRACTOR SHALL PROVIDE AND INSTALL AN ENGRAVED PHENOLIC PLATE ON THE FRONT OF THE INTEGRATED LOAD CENTER. THE WORDING ON THE PLATE SHALL READ AS FOLLOWS: "MAXIMUM DRAW OF ALL RECTIFIERS AND EQUIPMENT ON THE LOAD CENTER CANNOT EXCEED 5OkW. IF ADDITIONAL POWER IS REQUIRED, THE EXISTING 5OkW GENERATOR MUST BE REPLACED." 4.00 PRE -CONSTRUCTION COORDINATION 4.01 CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND NOTE EXISTING CONDITIONS THAT MIGHT AFFECT THEIR WORK. ALL SUCH CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO BID. 4.02 THE CONTRACTOR SHALL PROVIDE A UTILITY LOCATOR AND SHALL VERIFY THE ACTUAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4.03 CONTRACTOR SHALL VERIFY, PRIOR TO ROUGH -IN, THAT SITE CONDITIONS ALLOW FOR THE PLACEMENT OF THE ELECTRICAL EQUIPMENT AS SHOWN ON THE PLANS. 4.04 CONTRACTOR SHALL COORDINATE WITH LOCAL ELECTRICAL UTILITY REGARDING THE EXACT LOCATION OF THE TRANSFORMER, ALL METERING REQUIREMENTS, AND CONDUIT ROUTING BETWEEN TRANSFORMER AND METER. 4.05 CONTRACTOR SHALL COORDINATE WITH LOCAL TELCO UTILITY REGARDING THE EXACT LOCATION OF THE TELCO SERVICE ENTRY POINT. 4.06 CONTRACTOR SHALL COORDINATE WITH AUTHORITY HAVING JURISDICTION REGARDING LOCAL FROST LINE REQUIREMENTS FOR RACEWAY MATERIAL SELECTION AND INSTALLATION. 4.07 CONTRACTOR SHALL PERFORM AN ARC FLASH ANALYSIS AT THE INTEGRATED LOAD CENTER AND PROVIDE ARC FLASH LABEL PER NEC. 4.08 ALL CIRCUIT BREAKERS AND EQUIPMENT SHALL HAVE A MINIMUM AIC RATING OF 10,000 AMPS. IF THE RATING OF THE UTILITY TRANSFORMER PROVIDING THE ELECTRICAL SERVICE IS GREATER THAN 75 KVA, THE CONTRACTOR SHALL PERFORM A SHORT CIRCUIT ANALYSIS TO DETERMINE THE REQUIRED AIC RATING FOR THE CIRCUIT BREAKERS AND EQUIPMENT. PRIOR TO PURCHASING EQUIPMENT, THE CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY AND OBTAIN IN WRITING THE MAXIMUM AVAILABLE FAULT CURRENT (AFC) AT THE UTILITY SERVICE POINT. PROVIDE MAX. AFC SIGNAGE AS REQUIRED PER NEC 110.24. THE CONTRACTOR SHALL ENSURE ALL ELECTRICAL EQUIPMENT, CIRCUIT BREAKERS, DISCONNECTS, FUSES, AND PANELBOARDS HAVE A FAULT CURRENT INTERRUPTING RATING GREATER THAN THE AVAILABLE FAULT CURRENT. 5.00 PANEL SCHEDULE LOADING NOTES 5.01 PANEL SCHEDULE SHOWS FINAL CONDITIONS BASED UPON LOADING AND DIRECTION PROVIDED BY VERIZON WIRELESS AND AMERICAN TOWER CORPORATION. 5.02 CONTRACTOR TO VERIFY ANY EXISTING LOADING NOT SHOWN IN THE FINAL PANEL CONFIGURATION OR EXPLICITLY CALLED OUT FOR REMOVAL WITH THE VERIZON CM PRIOR TO REMOVAL OF THE LOAD. 5.03 CONTRACTOR TO VERIFY ANY EXISTING LOAD DIRECTED TO REMAIN IN THE FINAL CONFIGURATION WITH THE PROPOSED LOADING SHOWN IN THE PANEL SCHEDULE WILL NOT EXCEED 80 % OF THE PANELS MAXIMUM LOAD. 5.04 CONTRACTOR TO STOP WORK, AND NOTIFY THE FOR OF ANY DISCREPANCIES, FOR A REVISED AND APPROVED PANEL SCHEDULE. 5.05 PANEL SCHEDULE IS A TYPICAL REPRESENTATION OF WHAT IS EXPECTED ON VERIZON WIRELESS SITES IN THIS MARKET. ACTUAL LOADING MAY VARY BASED ON EXISTING CONDITIONS. 6.00 GROUNDING NOTES 6.01 THE GROUND RING SHALL CONSIST OF #2 AWG BARE SOLID TINNED COPPER (STC) CONDUCTOR, UNLESS NOTED OTHERWISE, BURIED AT 30" BELOW FINISHED GRADE (OR BELOW FROST LINE). LOCATE 24" MINIMUM AND 36" MAXIMUM FROM EQUIPMENT PAD AND FROM TOWER FOUNDATION. ALL CONNECTIONS SHALL BE MADE USING A PARALLEL TYPE EXOTHERMIC WELD, UNLESS NOTED OTHERWISE. WHERE THE GROUND RING DISTURBS EXISTING SITE GROUNDING, CONNECT GROUND RING TO EXISTING SITE CONDUCTORS SO AS TO MAINTAIN THE CONTINUITY OF THE EXISTING GROUND SYSTEM. 6.02 INSTALL GROUND RODS AS SHOWN AND AS REQUIRED. GROUND RODS TO BE COPPER CLAD STEEL, 5/8" DIAMETER AND 1OFT IN LENGTH. SPACING BETWEEN GROUND RODS SHALL BE 1OFT MINIMUM AND 15FT MAXIMUM. TOP OF GROUND ROD TO BE 30" MINIMUM BELOW GRADE (OR BELOW FROST LINE). BOND TOP OF GROUND ROD TO GROUND WIRE WITH EXOTHERMIC WELD. DO NOT EXOTHERMICALLY WELD ANYTHING TO GROUND ROD EXCEPT GROUND WIRE WHICH PASSES OVER TOP OF GROUND ROD. 6.03 GENERATOR GROUND RING SHALL HAVE A MINIMUM OF 4 GROUND RODS, INSTALLED AT THE CORNERS OF THE GROUND RING PLUS ADDITIONAL RODS AS REQUIRED TO COMPLY WITH THE SPACING REQUIREMENTS. 6.04 MINIMUM BEND RADIUS FOR #2 AWG GROUND WIRE IS 12", EXCEPT USE 24" FOR EQUIPMENT PAD GROUND RINGS. 6.05 GROUND ALL EXTERIOR EXPOSED METAL OBJECTS TO BURIED GROUND SYSTEM WITH #2 STC MECHANICALLY ATTACHED OR EXOTHERMICALLY WELDED TO OBJECTS AND EXOTHERMICALLY WELDED TO GROUND RING. USE TWO HOLE LUGS FOR CONNECTION TO FLAT METAL SURFACES. USE ONLY STAINLESS STEEL HARDWARE ON ALL MECHANICAL CONNECTIONS. CLEAN ALL SURFACES (AND STRIP PAINTED SURFACES) TO BARE BRIGHT METAL PRIOR TO MAKING GROUND CONNECTIONS. APPLY ANTI -OXIDE COMPOUND TO ALL MECHANICAL CONNECTIONS. APPLY ZINC RICH PAINT (COLD GALV.) TO ALL EXOTHERMIC WELDS, AND TO ANY METAL EXPOSED BY CLEANING, STRIPPING, GRINDING, CUTTING OR DRILLING. 6.06 ALL GROUNDING CONDUCTORS ABOVE GRADE SHALL BE RUN IN 3/4" FLEXIBLE PVC CONDUIT. CONDUIT SHALL BEGIN WITHIN 3/4" OF ABOVE GROUND CONNECTION POINT, SHALL EXTEND 24" BELOW GRADE MINIMUM, AND SHALL BE FILLED WITH SEALANT AT ABOVE GROUND CONNECTION POINT. SECURE CONDUIT EVERY 24" ON VERTICAL RUNS AND EVERY 36" ELSEWHERE WITH NON-METALLIC TIES. 6.07 BOND GENERATOR TO GROUND RING WITH #2 STC MECHANICALLY FASTENED TO GENERATOR AND EXOTHERMICALLY WELDED TO GROUND RING. LOCATE GROUND LEADS AT TWO DIAGONALLY OPPOSITE CORNERS OF GENERATOR BY DRILLING AND BOLTING TWO HOLE LUG TO FINS ON GENERATOR BASE STRUCTURE. GROUND LEADS SHOULD RUN ALONG BASE OF GENERATOR AND TAKE SHORTEST PATH ACROSS CONCRETE PAD TO GRAVEL AREA, AND THEN CONTINUE TO GROUND RING. 6.08 ANY METAL FENCE POST WITHIN 6FT OF A GROUNDED METAL OBJECT SHALL BE BONDED TO THE EQUIPMENT GROUND RING WITH #2 STC CLAMPED OR EXOTHERMICALLY WELDED TO THE POST AND EXOTHERMICALLY WELDED TO GROUND RING. ANY FENCE WITH METAL LINE POSTS WITHIN 6FT OF THE GROUND RING SHALL HAVE THE LINE POSTS BONDED TO THE GROUND RING WITH #2 STC WITH #2 STC CLAMPED OR EXOTHERMICALLY WELDED TO THE POST AND EXOTHERMICALLY WELDED TO GROUND RING AT 20FT MAXIMUM INTERVALS AS MEASURED ALONG THE LENGTH OF THE FENCE. 6.09 NOTIFY CM TO INSPECT GROUND RING BEFORE BACKFILLING. CONTRACTOR SHALL HIRE A 3RD PARTY TO PERFORM AN IEEE81 FALL OF POTENTIAL METHOD GROUND TEST. MAXIMUM ALLOWABLE RESISTANCE TO GROUND IS 5 OHMS. PROVIDE ADDITIONAL GROUND SYSTEM COMPONENTS AS REQUIRED TO ACHIEVE THIS VALUE. 6.10 GROUNDING OF ALL ELECTRICAL EQUIPMENT SHALL BE AS PER NEC, MUNICIPAL AND UTILITY COMPANY REQUIREMENTS. 6.11 WHERE PROPANE TANK IS INSTALLED TO FUEL GENERATOR, BOND PROPANE TANK TO GROUND RING WITH A SINGLE # STC CLAMPED TO FILLER PIPE OF PROPANE TANK AND EXOTHERMICALLY WELDED TO GROUND RING. GROUND LEAD SHOULD RUN TO TANK SUPPORT AND TAKE SHORTEST PATH ACROSS CONCRETE PAD TO GRAVEL AREA, THEN CONTINUE TO GROUND RING. IF PROPANE TANK FUEL LINE IS METALLIC AND CROSSES EQUIPMENT GROUND RING, BOND FUEL LINE TO EQUIPMENT GROUND RING WHERE THE TWO LINES CROSS WITH A SINGLE #2 STC CLAMPED TO FUEL LINE AND EXOTHERMICALLY WELDED TO GROUND RING. AMERICAN TOWER® Kimlew))Horn REGISTRY NO.: 696 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV. DESCRIPTION BY DATE AA PRELIM KMB 07/13/21 AB PRELIM ARC 07/21/21 A ISSUED FOR CONSTRUCTION KMB 09/10/21 IL 0 ATC SITE NUMBER: 5120 ATC SITE NAME: STRAZZULA VERIZON SITE NAME: STRAZULLA SITE ADDRESS: 13698 INDRIO RD FORT PIERCE, FL 34945 SEAL: LADD /Q'��/�I ♦ . ' o 11 ,• No 77241 LL ' STAT OF ��4\ O P .• ��� -"is�0 N A�- �111111111110 Exp. 2/28/2023 verizowl DATE DRAWN: 09/10/21 ATC JOB NO: 13692727 CUSTOMER ID: STRAZULLA CUSTOMER #: 131783 ELECTRICAL NOTES SHEET NUMBER: REVISION: E-100 0 T Michael Oglesby, P.E., State of Florida, Professional Engineering, License No. 77241. This item has been electronically signed and sealed by Michael Oglesby, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. EQUIPMENT CONDUIT LAYOUT N SCALE: NOT TO SCALE CONDUIT KEYED NOTES: OEXISTING EXTERNAL METER O2 EXISTING INTERNAL CIRCUIT BREAKER DISCONNECT OEXISTING GTS OEXISTING VERIZON INTERNAL MAIN DISTRIBUTION PANEL OEXISTING VERIZON INTERNAL DISCONNET OEXISTING VERIZON EXTERNAL ATS 0EXISTING VERIZON EXTERNAL MTS OPROPOSED VERIZON GENERATOR OPROPOSED VERIZON LP TANK 10 PROPOSED POWER CONDUIT FROM GENERATOR TO ATS 11 PROPOSED 2" CONDUIT FROM PPC TO 19" RACK 12 PROPOSED (1) 1" CONDUIT FOR GENERATOR CONTROL CABLES 13 PROPOSED 1" CONDUIT FOR BATTERY CHARGER AND BLOCK HEATER 14 PROPOSED (2) 4 PAIR CAT 5 CABLES IN 3/4" CABLES FROM 19" RACK TO GENERATOR 15 EXISTING CONDUIT AND CONDUCTOR PATH SEE 2/E-502 2 EQUIPMENT GOUNDING LAYOUT N SCALE: NOT TO SCALE GROUNDING KEYED NOTES: OEXISTING INTERIOR BUILDING GROUND (CONTRACTOR TO FIELD VERIFY LOCATION) OEXISTING #2 SBTC GENERATOR GROUND RING (CONTRACTOR TO FIELD VERIFY LOCATION) OEXISTING #2 SBTC LP TANK GROUND RING (CONTRACTOR TO FIELD VERIFY LOCATION) OPROPOSED VERIZON 19" RACK GROUNDING OPROPOSED VERIZON GENERATOR GROUNDING OPROPOSED VERIZON LP TANK GROUNDING OGROUNDING ELECTRODE CONDUCTOR (GEC) AND GROUNDING ELECTRODE SIZED PER NEC OR AS OTHERWISE INDICATED. OREFER TO SHEETS E-100 AND E-503 FOR GROUNDING DETAILS AND NOTES AMERICAN TOWER® Kimlew))Horn REGISTRY NO.: 696 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV. DESCRIPTION BY DATE AA PRELIM ARC 07/13/21 AB PRELIM ARC 07/21/21 00 ISSUED FOR CONSTRUCTION KMB 09/10/21 0 0 ATC SITE NUMBER: 5120 ATC SITE NAME: STRAZZULA VERIZON SITE NAME: STRAZULLA SITE ADDRESS: 13698 INDRIO RD FORT PIERCE, FL 34945 SEAL: tj%J1 11111 I LADD 0 • �'� F• �C; •S No 77241 •:�-�� -tL 4T 0 S AT OR Exp. 2/28/2023 verizon' DATE DRAWN: 09/10/21 ATC JOB NO: 13692727 CUSTOMER ID: STRAZULLA CUSTOMER #: 131783 ELECTRICAL ROUTING & GROUNDING SHEET NUMBER: REVISION: E-501 0 Michael Oglesby, P.E., State of Florida, Professional Engineering, License No. 77241. This item has been electronically signed and sealed by Michael Oglesby, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. PANEL SCHEDULE NOTES: 1. PANEL SCHEDULE IS ATYPICAL REPRESENTATION OF WHAT IS EXPECTED ON VERIZON WIRELESS SITES IN THIS MARKET. ACTUAL LOADING MAY VARY BASED ON EXISTING CONDITIONS. 2. IF THE EXISTING AND PROPOSED LOAD IS FOUND TO EXCEED THE MAXIMUM LOADING OF THE PANEL, WORK IS TO CEASE IMMEDIATELY AND THE FOR IS TO BE NOTIFIED. EXISTING CONDUIT AND CONDUCTOR FROM UTILITY KWH EXISTING CONDUIT AND CONDUCTOR FROM METER TO INTERIOR DISCONNECT EXISTING VERIZON WIRELESS MTS EXISTING CONDUIT AND - CONDUCTOR EXISTING VERIZON WIRELESS ATS PROPOSED (1) 1" CONDUIT FOR ATS AND GENERATOR CONTROL CABLES PROPOSED (3) 3/0 + (1) #4 GND IN MINIMUM 2" CONDUIT FROM GENERATOR TO ATS. PROPOSED50KW GENERATOR VOLTAGE 120/240V AIC RATING 22,000 AM PS MAIN BREAKER 200AMP BUS RATING 200AMPS MOUNT SURFACE NEUTRAL BAR YES ENCLOSURE TYPE NEMA3R GROUND BAR YES PANELSTATUS PROPOSED NTO GROUND BOND YES PHASE, WIRES SI NGLE,3 INTERNALTVSS YES CKT LOAD DESCRIPTION BREAKER AMPS BREAKER POLES BREAKER STATUS SERVICE LOAD VA USAGE FACTOR PHASE VA PHASE VA USAGE FACTOR SERVICE LOAD VA BREAKER STATUS BREAKER POLES BREAKER AMPS LOAD DESCRIPTION CKT 1 Surge Supressor 60 2 ON 0 1.25 2095 1.25 1136 ON 2 30 'RECTIFIER 2 2 3 60 2 ON 0 1.25 164S 1-25 1136 ON 2 30 4 5 **tights 20 1 ON 540 1.25 2095 L25 1136 ON 2 30 *RECTIFIER3 6 7 GFI 20 1 ON 180 1.00 1600 1-25 11216 ON 2 30 8 9 Battery Charger 20 1 ON 300 1 1.25 1 1795 1 L25 1136 ON 2 30 *RECTIFIER4 10 11 Block Heater 20 1 ON 1500 1.25 3295 L25 1136 ON 2 30 12 13 1.25 1420 L25 1136 ON 2 30 *RECTIFIERS 14 15 1.25 1420 1.25 1L% ON 2 30 16 17 1.25 1420 L25 1136 ON 2 30 -RECTIFIER6 18 19 1.25 1420 125 1136 ON 2 30 20 21 1.25 1420 1 L25 1136 ON 2 30 *RECTIFIER 7 22 23 1.25 1420 L25 1136 ON 2 30 24 25 1.25 0L25 SL46 ON 2 30 *RECTIFIERS 26 27 'RECTIFIER 30 2 ON 1136 1.25 1.2S 1136 ON 2 30 28 29 1 30 2 ON 1136 1.25 E:� 1.00 1 180 ON 1 1 20 PROPOSED GN 30 13265 1 13640 OVERALL LOAD SUMMARY TOTAL SERVICE LOAD kVA 26.91 4------------------------------------- AMPS 112.10 * LOADING VALUES ARE BASED ON INFORMATION PROVIDED BY VERIZON WIRELESS ** LOADING VALUES ARE BASED ON INFORMATION PROVIDED BY ATC NOTES: Panel schedule shows final conditions based upon loading and direction provided by Verizon Wireless and American Tower Corporation. Contractor to verify any existing loading not shown in the final panel configuration or explicitly called out for removal with the Verizon CM prior to removal of the load. Contractor to verify any existing load directed to remain in the final configuration with the proposed loading shown in the panel schedule will not exceed 80%of the panels maximum load. Contractor to stop work, and notify the FOR of any discrepancies, for a revised and approved panel schedule. &PPANIELSCHEDULE SCALE: N.T.S. I I I I I EXTERIOR I BUILDING INTERIOR EXISTING CONDUIT AND CONDUCTOR I EXISTING CONDUIT AND CONDUCTOR I I I I CPROPOSED (4) #12 AWG AND (1) #12 AWG EG 200A IN 1" CONDUIT FOR BATTERY CHARGER AND I — BLOCK HEATER EXTERIOR I BUILDING INTERIOR I � EXISTING BUILDING G I I 3 EXISTING VERIZON 200A, 7201240V SERVICE DISCONNECT. EXISTING CONDUIT AND CONDUCTOR 2 ONE LINE DIAGRAM SCALE: N.T.S. EXISTING 30OA, 240V SERVICE DISCONNECT EXISTING CONDUIT AND CONDUCTOR EXISTING GTS RELOCATE ALL USABLE AND NEEDED BREAKERS TO PROPOSED LOAD CENTER (REFER TO PANEL SCHEDULE) VZ W PPC 2P-200A 1 P-20A 1 P-20A 2P-30A 2P-30A 2P-30A 2P-3OA 2P-30A I 2P-30A TP-30A 2P^30A PROPOSED (2) 4 PAIR CAT 5 CABLES IN 3/4" CABLES FROM 19" RACK TO GENERATOR PROPOSED VERIZON 19" CABINET NEW (12) #8 AWG AND (4) #8 AWG GND IN (1) 2" CONDUIT AMERICAN TOWER® Kimlev)))Horn REGISTRY NO.: 696 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV. DESCRIPTION BY DATE AA PRELIM ARC 07/13/21 AB PRELIM ARC 07/21/21 A ISSUED FOR CONSTRUCTION KMB 09/10/21 0 0 ATC SITE NUMBER: 5120 ATC SITE NAME: STRAZZULA VERIZON SITE NAME: STRAZULLA SITE ADDRESS: 13698 INDRIO RD FORT PIERCE, FL 34945 SEAL: tj%J1 ,,///II LA D D �ii ♦♦N,` O No 77241 •:�-� O ;M.S••TAT i 4 o R � c� ♦♦ N A - E� 00 Exp. 2/28/2023 verizon' DATE DRAWN: 09/10/21 ATC JOB NO: 13692727 CUSTOMER ID: STRAZULLA CUSTOMER #: 131783 PANEL SCHEDULE & ONE LINE DIAGRAM SHEET NUMBER: REVISION: E-502 0 D y re 4 T J J D V D a T '1 O Michael Oglesby, P.E., State of Florida, Professional Engineering, License No. 77241. This item has been electronically signed and sealed by Michael Oglesby, P.E. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. EXISTING ANTENNAS TO EXISTING ANTENNA MASTS EXISTING COAX GROUND KITS PROPOSED #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION 1 t TO PROPOSED RRU I GROUND LUG (TYP.) j 1 I PROPOSED ANTENNA PROPOSED JUMPER I I I I I PROPOSED CONNECTOR AND I WEATHERPROOFING KIT I I I I I PROPOSED WEATHERPROOFING KIT I I PROPOSED CABLE 2 I I GROUND KIT E-501 I i I11 I L I ANTENNA CABLE TO 1 I j CABINET (TYP.) \ I I I � I I PROPOSED #6 AWG — I-I� \ STRANDED CU I� \ �` WIRE WITH GREEN, 600V, �� I ` `�� �� I i #6 AWG STRANDED CU / THWN INSULATION � � � I I I � WIRE WITH GREEN, 600V, TO PROPOSED OVP BOX ` ` I I � . � \ � � i THWN INSULATION GROUNDING CONNECTION TO EXISTING TMAs EXISTING GROUNDING CONNECTION TO i 1 1 l I I I GROUND BAR MOUNTED NEAR/BELOW ANTENNA e3 501 LIGHTNING I (TO BE INSTALLED IF PROTECTION SYSTEM l REQUIRED) NOTES: I 1. THIS DETAIL IS INTENDED TO SHOW THE GENERAL GROUNDING REQUIREMENTS. SLIGHT ADJUSTMENTS MAY BE REQUIRED BASED ON EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED AND INFORM THE CONSTRUCTION MANAGER OF ANY CONFLICTS. 2. SITE GROUNDING SHALL COMPLY WITH VERIZON GROUNDING STANDARDS, LATEST EDITION, AND COMPLY WITH VERIZON GROUNDING CHECKLIST, LATEST VERSION. WHEN NATIONAL AND LOCAL GROUNDING CODES ARE MORE STRINGENT THEY SHALL GOVERN. TYPICAL ANTENNA GROUNDING DIAGRAM I SCALE: N.T.S. #2 AWG STRANDED INSULATED C COND EXISTING SECTOR GROUND BAR (TYP.) 19" RACK GROUNDING DETAIL SCALE: N.T.S. TO ANTENNA ANTENNA CABLE 2 1/2"0 MAX GROUNDING KIT PER CABLE MANUFACTURER'S RECOMMENDATIONS (ANDREW OR APPROVED EQUAL) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) O GROUND BAR TO EQUIPMENT GROUND KIT NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT (ANDREW PART NUMBER 221213) AND INSTALL/TAPE PER MANUFACTURER'S SPECIFICATIONS. CABLE GROUND KIT CONNECTION DETAIL L SCALE: N.T.S. PROPOSED 19" RACK 1/4" X 4" X 6" GROUND BAR (ERICO PIN: EGBA14406CC OR EQUAL) TWO -HOLE LUG, TO BE USED WITH #2 AWG BCW (LOWER TOWER GROUND BAR ONLY) GROUND BAR NOTES: 1. GROUND BAR KITS COME WITH ALL HARDWARE, NUTS, BOLTS, WASHERS, ETC. EXCEPT THE STRUCTURAL MOUNTING MEMBER(S). 2. GROUND BAR TO BE BONDED DIRECTLY TO TOWER. 3 TOWER GROUND BAR DETAIL SCALE: N.T.S. AMERICAN TOWER® Kimlew))Horn REGISTRY NO.: 696 421 FAYETTEVILLE ST, SUITE 600 RALEIGH, NC 27601 REV. DESCRIPTION BY DATE AA PRELIM ARC 07/13/21 AB PRELIM ARC 07/21/21 0 ISSUED FOR CONSTRUCTION KMB 09/10/21 0 0 ATC SITE NUMBER: 5120 ATC SITE NAME: STRAZZULA VERIZON SITE NAME: STRAZULLA SITE ADDRESS: 13698 INDRIO RD FORT PIERCE, FL 34945 SEAL: tj%J1 11111 I LA D D 0 No 77241 •:�-� M-S TAT O ; O R 0 C? N A\- E� Ex . 2/28/2023 ■ verizon' DATE DRAWN: 09/10/21 ATC JOB NO: 13692727 CUSTOMER ID: STRAZULLA CUSTOMER #: 131783 GROUNDING DETAILS SHEET NUMBER: REVISION: E-503 0 y re n T J J D V D T J SG050 16.8L 150 kW GENERACI INDUSTRIALI INDUSTRIAL SPARK -IGNITED GENERATOR SET PWER EPA Certified Stationary Emergency STANDBY POWER RATING 50 kW, 63IrVA, 60 Hz PRIME POWER RATING' 45 kW, 56 RUA, 60 Hz 4W Q •EPA Clrl1d Pnmrrmna, we rim e•a�xule m me US wa Terminal Image use for'aunmtion p a,asas only CODES AND STANDARDS POWERING AHEAD Generac products are designed to the following standards: Forover 50 years, Generac healed the industry with innovative design and superior manufacturing. el&. UL2200, UL508, UL142, UL498 Generac ensures superior quality by designing and F--L manufacturing most of its generator components, Including �K NFPA70,99,110,37 alternators, enclosures and base tanks, control systems and communications software. tiro• NEC700,701,702,708 Generals gall utilize a wide variety of options, conflgurationsand arrangements, allowing usto meet the L{�l ISO9001, 8528, 3046, 7637, standby power needs of practically every application. Pluses #2b, 4 Generale marched globally to ensure the most reliable enginespower our generators. We choose only engines that NEMAICSI0,MG1,250,ICS6.AB1 have already been proven in heavy-duty industrial application under adverse conditions. l'�;.........�. ANSI C62.41 Generac is committed to ensuring our cur stomers'service anpport continues after their generator purchase. IBC 2009, CBC 2010, IBC 2012, ASCE 7-05, OS�J a ,w ASIDE 7-10, ICC-ES AC-156 (2012) SG050 16.8L 150 kW GENERAC' INDUETRRIAL I INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA Certified Stationary Emergency APPLICATION AND ENGINEERING DATA ENGINE SPECIFICATIONS General Cooling System Male Generac Cooling System Type Presented Closed Recovery Cylinder as /0 Water Pump Flaw lown.n(Vmin) 38(144) Type V Fan Type Pusher Dlsplacemere L(du In) 68L(41496) Fan Speed(mot) 23M Boa- mm (in) Ill (3,55) Fan Damster mm (in) 558 (22) Shake - mot (at) 105.992(4.17) Coolant Heater wants, 15M Compression Ratio 96r Coolant Header standard Valtare 120V Intake A, Method healthy Aspialed Number of Main Beamws 7 Connecting Rods Forged Fuel System Cylinder Head auminum Fuel Type Nawml Gas. Prepare, Vapor Cylinder Lsnrrs No Card lot Down bah Ignsm Hut Energy Secondary Fuel Real Slrndard Piston Type Aluminum All., Fuel Shut Off Solenoid Standard Crenkstan Type Steel OpSmang Fuel Pressure seanda m 11' -14" Hs0 Later Trial ovemead Can, Operating Fuel Preasum muroran 7--14-Hat Intake Valve Material Steel Alloy EMaust Valve Mafenel Steel Andy Hardened Use Seats Yes Engine Electrical System Engine Governing systemydrsre 12 VDC Govemor Fedora. Battery Corning Alemalsor Standard Sec Bantry Index Frequency Ha. (Steady Sudan x0.25% Battery Gild 0161970SBY Banery vow 12 VDC Lubrication System Grown Pelmory Nepabve Oil Pump Type Gear Oil Finer rym Fell 11-suing do cdro-ape Crankcase Call -L bond 57(6) ALTERNATOR SPECIFICATIONS Standard Model 39bnn Standard Esclardn Bmshless Poles 4 Bearings Sealed Ball Field Type Besting Coupling Relate Dlsc Insulation class - Rotor H Prototype soon Cu<ue Test Yes Insulator Clans - seta H Voltage nuustor Tym Full Global Ford Harmonic Cameroon <5% Number at Sensed Planes All resistant Interference Faces(TIH <50 Regulalwn Ac<uracy (Steady Stale) x0.25% SG050 16.8L 150 kW INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA Certified Stationary Emergency STANDARD FEATURES GENERA C' I INDUSTRIAL I �— POWER ENGINE SYSTEM GENERATOR SET General Engine Electrical System Imemal Gamen Vlbouon lsmalion Sep arellondcirculis- maw,oRage • Oil Olson Glens., Bane D Remade, rycargsnAa ma Separation of circuits-mulllpM breakers • Air Cleaner Barney•cables Wrapped EMaust Piping • Fan Guard Battery tray $tantlad FaclOry TestnB Tonirra* • staimess Steelldexible exhaust cmneclmn • Factory Flied Oil O Coolant Rubber -booted engine elactral mnnectms grand Limitedry (Standby rated units) • Bad your Nor Adamr(open set only) solelwitl acrwated starer motor 1 You well (PH. Used units) • Clare Emaast silence, ball one Rent—donted In the mscharger Mod ALTERNATOR SYSTEM (enclosed only) Fuel System UL2200 Gtonotect" • Fumble ellmes NPTConnecoon • Class H insmaMn material ENCLOSURE OF SELECTED) • Primary and secondary Her sMroN 2/3PNch Rl Sound lastenus wilt III washers to Cooling System • Skewetl $trim Bmshless Estrada, protect Hot High performance sound absoron • Closed Coolant Racovery System Sealed Bearings mother ULI8 1.2) • UV/OrMll Usculhoses Amonisseur wining 111cold doors • Factory.lnsiaied Banco, Full load caparinalemator Stamped air -Intake lmvers • 50,50 Ethylene glycol andlreeae Air Discharge hoods for retliatot-lysend • Rod,., drain ewensim midn8 • lPInlOss steelllnde door under • Slainl05a eleellmhere Mrdles • Rhino Coat" - Tacoma Polyester Folder coat CONTROL SYSTEM Reatgeac6velAppomnt power SIN part ground • All Phase AC Variou 15 channel tl84logging • all Pluses Cunene 0.2 mural high spend data lapping • 011 Pressure Alarm lnm dddoh amandecally comes no • coolonl Temperature on me display coolant Level • Engine Speed Alarms p'� • Barely Veit as • Oil Pressure (Pre.programmable Low . Frequency Preasure Slowhown) • Coolam Temrahedra(Pm-pmAmmmn • OaleRlme Fault Hislory (Event Log) High Temp Sholl . I-Immdus Governor Control Coolant Level (Pre-0m rammed Law Local Control Panel walerprao0sers. Curl SDueown) • Dques H Conti Panty - Dud 4s20 Deploy Audible Alarms an Air— Low Fuel Pressure Alarm • Not in Ado (Flashing Lend) a. no Spend (Pre -pro durnmll Over • Progmmmuse Crank Limner pMW01VManual SwMD Pon Short.) • 7-pay Progremmaee m, erm E-Slop (Rod Mushroom-rype) Alarm0 s 8 wagawareng e As time and doe stammo • Special Applications Programmable PLC NFPAI 10 Level l and 11(Prograrommul Alarms 8 wamings for mrsiem an Steady • al -Place $¢rang DVq CUstOmna01¢Alarms. Warnings. and Events state CmONmS • FUR Systs. Staws Modbus protocol Snap shots of key openrn parameters Prededve Maintenance algorithm rm during alas a wd nal • Udlny Monitoring Sealed Boards Alazms and wamings spNled SO (he alarm • 2.wLo.nsSael rCtroanoicalion Password parameter adjustment protector cues( • z-wire clan cammoble • Power output put • Power Factor • kW Hours, rare Is Last Run SG050 I 6.8L 150 kW GENERAC' I INDUSTRIAL I POWER INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA Certified Stationary Emergency OPERATING DATA POWER RATINGS NaWml Gas Propane Vapor Single Phase 12N40 VAC @1 Our 50 MY Amps: 208 Amps: 208 MaeoPhase 120/208 VAC @0Hot 50 aw Amps: 173 Amps: 173 Three -Phase 1201240 VAC roll Bill odkW All IN Amps: 15D Three-Plase 277/480 VAC@011 50 kW Amps: 75 Amps: 75 Three Prose U71M VAG 90 Bpi 50sw Amps: od All 60 STARTING CAPABILITIES (SKVA) VAC el(YA vs. I be. Dip980 208J240 VAC Alemaer say in 15% 20% 25% 30% 35% 1 1011 15% 20% 25% 30% 35% Sommard 50 34 52 69 86 1od 120 22 39 52 65 77 90 Units a0 42 083 104 121 141 32 47 fit 70 94 110 Upson 70 Sea go117 147 176 205 1 44 66 88 110 132 154 Ups¢e3 IN 79 118 157 197 236 275 1 59 Be its 148 177 god Udal 4• 130 116 174 232 no me 406 1 07 131 174 218 261 305 -wusnress euiuucn ony FUEL CONSUMPTION RATES' Naturel Gas -N s/hr(m s/lr) Propane vapor - A a/hrOrr -/hr) Pemem Load Standby Pestilent Load standby 25% 201 25% 1DO8(3.02) 50% 483(13.68) 50% 183(5.10) 7A 652(18,46) 75% 247A (7,00) lodes IN(22.od) ion 305.0(B.") Full surid, mnllmon must adrom ands, had camun tlon call Ina%Mad. COOLING Standby As Flow boded air candordon and remalm) as/min(m'/min) 57641 Coolant Flow per Minute gavmin(Vmin) 38UN) Cache, System Capacity or(') 6.3 (23.9) Hear Relectmto Coolant BTwhr 212,800 Mors. Na lM As Temp on Radiator °F(C) 122(50) Maur. Ope.,q Ambient Terns—re(buta do-) °F(C) 104(40) Maenum Rad'uror Batkprassure In NO 0.5 COMBUSTION AIR REQUIREMENT Standby Flow 9 Rated Power our en s/mm) 160 (4.5) ENGINE EXHAUST Standby Standby Rated Engine Speed rpm 1800 EMaust Flow (Rated Oval clot (ma/me) 455 (12.eg) Horsepower of Rated kw" Do 80 Mors Backmesame (Post Turbo) Use (Kos) 1.5 (5.1) Piston Speed Nmin 1251 Estonian Tannin (Rated OMpM-past silance) uF eC) 1000(537.8) BMEP pal 85 Eshaust Onet She (Open Set) Ran Old 63.5(2.5) au Steel' tar maxgMn taro tar EPA tint StAOMo Farm apurposes. Denton -Operational characternace consider maximum amblent cmONons. Geller factors may apply under atypical see condbons. Please crosull a Generac Pdwen Systems Industrial Dealer far addNonal dens. All perfomlance ratings in accmda le wmh IS0304Q BM14, IS08528 and DIN6271 slandalds � 50KW GENERATOR DETAIL S6050 16.8L 150 kW INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA Cemfied stationary Emergency CONFIGURABLE OPTIONS GENERACI INOUS' RIALPOWER I ENGINE SYSTEM GENERATOR SET CONTROL SYSTEM General O Gen-Lmk Communications Software 021-1.19Dt rumhte Annunciator 0 Engine Block Heater (English Only) O Rrmore Relay Board (8 or 16) O Oil Healer O EMended Factory Testing (3 Phase Only) O Or Tempe -re Serer withmutinlation O As He, Resmctlon lndicat, O IBC Bostic Cendsolan 08 Position Load Center aamr 0Frmtee E-Slop(Book Glass -Type, O Stone Guard toper Sol Only) 2Year EdentlM warmmy Surace Mount) O CNOce EMnc aust Sileer(Coal Solo Only/ Standad on Ultra Low Emissions Option) Year warmnry 0Famous E-Slop(Rod Mushroom -Type. Suriace Mount) 0 5 Year Eroersed womanly O Remora E-Stop (Rod Mushroom Type. Fuel Electrical System 010A62.5AULMderycharger ENCLOSURE Flush Mod.) O Rotor ¢ Communtcatioo- Bridge O Batlery Warmer 0 Standard Encbsure 0 Remote Communicanan- Ewemen ALTERNATOR SYSTEM O Level l Sound Anenuatm 0 Level 2 Sound Ahemnan 01DA RunB0lay O Ground Fault Indlastan and Prmeclhan 0 alternator Upsizing O Sixl Enclosure Furwtioec O And Condensation Healer O Aluminum Encbsure O Tropical Coaling 015OMPHWInd Kn o P,meranr sellel Esommon O 12 VDC Enclosure Lighting KN CIRCUIT BREAKER O 120 VAC Enclosure UghMg Kit 0 Main Line Circuit Breaker 0 AC7DC Enclosure LNhwlg M 0 2nd MaIn Line Circuit Breaker O Door Arm Switch 0 Shunt Tip and Awiliary Contact 0 Boredom Tip Breaker ENGINEERED OPTIONS ENGINE SYSTEM GENERATOR SET O Fund containment Pane o Special Teeing 0 Coolant healer, ball valves o Banery Box ALTERNATOR SYSTEM ENCLOSURE 03nd Breaker Systems Osalmmed Dampers 0 Enclosure Ambient Heaters CONTROL SYSTEM O Spare Inputs (sH / oulpue (sq - H Panel Only 0 Bntlery Disconnect Switch GATING DEFINITIONS Standby - Applicable for a varying emergency load to, Me dureMn of a utility power outage with no oveload capadilRy. Prime-Appecrbe for supplying power to a varying load in lieu of utility Ion an unlimilM amount df running lime. A 10%1erwad capacity is available for 1 out 11 every 12 hours. The Prime Power deign is only availabe on Inta nalianal appnicatons. Pow, rating¢ in accordance will ISO 85281, Second Ernst S0050 16.8L 150 kW INDUSTRIAL SPARK -IGNITED GENERATOR SET EPA Cemfied Stationary Emergency DIMENSIONS AND WEIGHTS P f J:�'I-1 tint% IR>RG��SfG� (�1 GENERAC' I POWSSTRIAL I OPEN SET (Includes Exhaust Flex) Ls WSH in(mm) 929(2360)x40(10159)x754(1914.1) waste lbs put 1gn(875) STANDARD ENCLOSURE L LSw SHin(mm) Ill8(28397)a4g5(1027B)a55.3(1405.71 "in US (4) Steel: 23MnOJr5e Alumimm:2W4.5 (9411 6 e b w LEVEL 1 ACOUSTIC ENCLOSURE La WSH in(mm) 129.4 (32B721S40.5 (ID27.e 1x55311405.0 W¢NMIM (kg) Steel: 25M (1175) auminum: 2147 N74) ® ® q LEVEL 2 ACOUSTIC ENCLOSURE Ls W S H in(mm) III8(2839.]) s 40S(10278) s 678(1721.5) wal lea Into SIee1: 2811(1275) ANminum:2220(1007) w YOUR FACTORY RECOGNIZED GENERAC INDUSTRIAL DEALEH 4povawMOManwisxsmayslatswuon,mu. rxssswm,narmnu Rrvarym¢In]muRblvaeutaawsmeangs Gm,ac Pow, Systems.lm PO.BwBI Wwkesha.mSate] Pants 00285 P(262)5448114a2o15Genemc Power Sy5tem4,lne. AL ripDM reserved. al spe:dwtms,e suMMwchwge wNwMmtice. Ra.D(1727/15 ad od a) N L _m Q U J d U Q 0 N 0 L T U SUPPLEMENTAL SHEET NUMBER: REVISION: R-601 0 OJ2539C 99 2162 C39'1� 185.72'I 01"6 TYP 1621.5 TYP U0.6613 16 ,84', 1081 MOUNTING HOLES 11081 ] TYP t10 PLACES? 540.5 TYP ALT AIR 182.9 C2131-: 3UT 7.21 TYP I I l 936 135.67'1 MOUNT:NG HOLES I � -- a ' iwr,r,li;�IL ■ E-y �l 293.7 Ill.%'1 FLUID CONTAINME.." / PAN WITH DRAIN TOP OR PLAN VIEW 2839.7 [111.8"] OVERALL LENGTH DISCHARGE (SEE NOTE 13) fil - 192 [7.5"] z 475.0 SEE NOTE 16 DIL DRAIN 1267 [49.9'1 CENTER OF GRAVITY 1360 [53.5'] _ OIL DRAIN 2360 [92.9"] FRAME LENGTH LEFT SIDE VIEW TYP rr STUB -UP AREA DETAILED VIEW 1027.8 [40.5"] OVERALL WIDTH AIR INTAKE I TYP EACH SIDE AIR (SEE NOTE 14) INTAKE ia 1 CONTROL PANEL LOW VOLTAGE CUSTOMER CONNECTION BOX (NOTE 3) MLCB (NOTE 7) 750 175 [6.9"] MOUNTING PROVISION FOR 01/2" ANCHOR BOLT 901.E [35.5"] ID15 [39.9"] TY'P (10 PLACES) FRAME N MOUNTING -I NG/LPV FUEL INLET ERS 1015.7 [40-] FRAME WIDTH REAR VIEW PRIMARY HIGH VOLTAGE S71.19-UP AREA IRIKMY CIE .ONNECTION 30 OPENING 1809 [71.2"1 OVERALL HEIGHT R440 [R17.3"] TYP (NOTE 9) TOP OR PLAN VIEW DESCRIPTION INSIDE BASE AC LOAD LEAD CONDUIT �A 1) LOW VOLTAGE CUSTOMER CONNECTION BOX FOR 120VAC GFCI OUTLET. (STANDARD BLOCK HEATER, SEE BATTERY CHARGER AND OTHER NOTE 3 120 VAC OPTIONS). 2) TRANSFER SWITCH/ �OMMUNICAl10N CONDUITS - COMMUNICATIONS AND 2-WIRE START MUST NOT BE RUN IN CONDUIT WITH AC WRING. NOTES. 1. THE LEFT SIDE OF THE GENERATOR IS SERVICE ACCESSIBLE. 2. 10 AMP BATTERY CHARGER INCLUDED WITH GENERATOR. 3. CONNECTION POINTS FOR CONTROL WIRES. BOTTOM OF LOW VOLTAGE CUSTOMER CONNECTION BOX HAS KNOCKOUTS FOR 1/2" & 3/4" CONDUIT FITTINGS. 4. GENERATOR MUST BE GROUNDED. 5. 12 VOLT NEGATIVE GROUND SYSTEM. 6. OPTIONAL REMOTE EMERGENCY STOP SHIPPED LOOSE WITH GENERATOR. 7. MAIN LINE CIRCUIT BREAKER (MLCB). AC LOAD LEAD CONNECTION AND AUXILIARY 120/240V CONNECTION. 8. LEVEL 2A SOUND ATTENUATED ENCLOSURE STANDARD WITH GENERATOR. 9. DOORS MUST BE ABLE TO OPEN 90 DEG. TO BE REMOVED. DOORS ARE LOCATED ON THE LEFT SIDE OF THE GENERATOR ONLY. 10.'A'IS THE STUB UP AREA FOR THE MLCB AND NEUTRAL CONNECTION, 11. SEE DRAWING OC3850 FOR DUCT REMOVAL. REMOVAL OF FRONT DUCT WILL PROVIDE ACCESS TO MUFFLER. 12.120VAC ENGINE BLOCK HEATER. 13. MUST ALLOW FREE FLOW OF DISCHARGE AIR AND EXHAUST, SEE SPEC SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. 14. MUST ALLOW FREE FLOW OF INTAKE AIR. SEE SPEC SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. 15.IT IS THE RESPONSIBILITY OF THE INSTALLATION TECHNICIAN TO ENSURE THAT THE GENERATOR INSTALLATION COMPLIES WITH ALL APPLICABLE CODES, STANDARDS, AND REGULATIONS. 16. ENGINE SERVICE CCNNNEC71ONS: FUEL INLET NG/LPV - 1-1/4" NPT COUPLING FUEL INLET LPL - 1/4" NPT COUPLING LIFTING BRACKETS 0 0 40 X 60 SLOT -� (1.58 X 2.36"] (4 PLACES) 99 5405 5405 540.5 540.5 13.9"]- [21.3"] [21.3'] - [21.r3 [21.3']FRAME MOUNTING TYP TYP TYP TYP TYP CENTERS RIGHT SIDE VIEW W"C POW" SYSYO6 OVHS Tw carm- O- THIS 6MVENG WCHI OI WmI«rQ .Is Ar� o cm INSTALLATION G&K G3 50KW SSS M Cl(o1SSS VRITYCM fANSCl1i CLIERIWC 14vCR SYSTCIIS. © CifEHtPOWFJISYSrU620pi Y02 66,8 LITER DIRECT DRIVE INSTALLATION DRAWING SINGLE SIDE SERVICE LEVEL 2 AC❑USTIC ENCLOSURE ISSUE DATE 11/15/12 50KW GENERATOR DETAIL WEIGHT DATA (INCLUDES WOODEN SHIPPING SKID) STEEL ENCLOSED GENERATOR- 1278 KG [2818 LBS] ALUMINUM ENCLOSED GENERATOR- 1141 KG (2515 LBS] UNITS: MCA [INCHES' Cgffi[]�G3CQGl� pC M5AWW � P.D. sox a WAUKESHA, WIS. 53187 NAME OJ2539C,DWG SIZE SCALE NTS USEST CD 1463-67 DWG NO. REV OJ2539C C N N L _m Q U J J 0_ U Q N O 0 t m a U SUPPLEMENTAL SHEET NUMBER: REVISION: R-602 0 verizonwl Maser Consulting 4720 Salisbury Road Jacksonville, FL 32256 877.627.3772 shawn.sacks@colliersengineering.com Mount Post -Modification Analysis Report 49 (3) 10.50-Ft T-Frames MASER Post -Mod Antenna Mount Analysis Report and PMI Requirements Mount Fix SMART Tool Project #: 10074220 Maser Consulting Project #: 21944655A June 3, 2021 Site Information Site ID: 131783-VZW l STRAZULLA Site Name: STRAZULLA Carrier Name: Verizon Wireless Address: RAW LAND NEXT TO 195 EXIT 67 Fort Pierce, Florida 34945 St. Lucie County Latitude: 27.558100' Longitude:-80.481600' Structure Information Tower Type: 145-Ft Guyed Mount Type: 10.50-Ft T-Frame FUZE ID # 16280486 Analysis Results T-Frame: 91.8% Pass 'Contractor PMI Requirements: Included at the end of this MA report Available & Submitted via portal at https:llpmi.vzwsmart.com Contractor - Please Review Specific Site PMI Requirements Upon Award Requirements also Noted on Mount Modification Drawings Requirements may also be Noted on A & E drawings Report Prepared By: Lauren Luzier tIM/S NAI I %%%%, Dig." ly sig 6.04 i5:56:33-Sacks Analysis Results: June 3, 2021 Site ID: 131783-VZWI STRAZULLA Page 15 Component Utilization % Pass/Fail Face Horizontal 67.3 % Pass Standoff Arm 26.2 % Pass Face Diagonal 9.0 % Pass Standoff Vertical 9.3 % Pass Mod Antenna Pipe 91.8% Pass Standoff Bracing 15.4 % Pass Face Vertical 8.8 % Pass OVP Pipe 9.7 % Pass Tieback 68.6 % Pass Antenna Pipe 46.3 % Pass Threaded Rods 49.2 % Pass Mod Face Horizontal 50.2 % Pass Mod V kit 30.8 % Pass Mod Face Horizontal 28.9 % Pass Connection Check 10.5 % Pass Structure Rating — (Controlling Utilization of all Components) 91.8% Recommendation: The existing mounts will be SUFFICIENT for the final loading after the proposed modifications are successfully completed. ANSI/ASSP rigging plan review services compliant with the requirements of ANSI/TIA 322 are available for a Construction Class IV site or other, if required. Separate review fees will apply. Attachments: MOUNT ANALYSIS 1. Mount Photos 2. Mount Mapping Report (for reference only) 3. Analysis Calculations 4. Contractor Required PMI Report Deliverables 5. Antenna Placement Diagrams NOTE: THIS SHEET WAS CREATED BY OTHERS AND PROVIDED AT THE REQUEST OF THE CUSTOMER WITHOUT EDIT. PLEASE REFERENCE THE MOUNT ANALYSIS REPORT FOR COMPLETE MOUNT ANALYSIS CALCULATIONS AND DETAILS. SUPPLEMENTAL PAGES INCLUDED IN THE CONSTRUCTION DRAWINGS ARE FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO VERIFY THEY HAVE THE MOST RECENT MOUNT ANALYSIS PRIOR TO CONSTRUCTION. a U J d U N 0 N 0 s m T 0 0 U SUPPLEMENTAL SHEET NUMBER: REVISION: R-603 0 Existing Mount Pipe (Typ. of 3, 7 per Sector) (TO BE REPLACED) Existing Tie —Bock (Typ.) (TO BE RELOCATED) Existing Face Horizontal (Typ.) Existing Mount Pipe (Typ.) Existing Tie —Bock (Typ.) (TO BE REPLACED AND RELOCATED) PROPOSED 126" LONG, P2.5 STD BOTTOM FACE HORIZONTAL (BETA SECTOR ONLY) REFER TO NOTES 2 AND 4 Existing Tie —Back (Typ. of 3) (RELOCATED) Existing Standoff Horizontal (Typ.) Existing Standoff Bracing (Typ.) Existing Mount Pipe (Typ. of 3, 1 per Sector) (TO BE REPLACED) EXISTING T-FRAME ISOMETRIC VIEW L SCALE a N.T.S. STRUCTURAL NOTES: I. PER THE MOUNT MAPPING COMPLETED BY KIMLEY-HORN AND ASSOCIATES, INC. ON 4/ 12/2021, THE SAFETY CLIMB AND CLIMBING FACILITIES UP TO THE VERIZON MOUNT ELEVATION (125'-0") ARE IN GOOD CONDITION. MASER DOES NOT WARRANT THIS INFORMATION. 2. INSTALL SHALL NOT CAUSE HARM TO THE STRUCTURE, CLIMBING FACILITY, SAFETY CLIMB, OR ANY SYSTEM INSTALLED ON THE STRUCTURE. TIMELY NOTICE AND DOCUMENTATION SHALL BE PROVIDED BY CONTRACTORS TO THE FOR (OF STRUCTURAL DESIGN) IF AN OBSTRUCTION WAS REQUIRED TO MEET THE RF SYSTEM DESIGN REQUIREMENTS AND PERFORMANCES. MODIFICATION NOTES: Existing Face Horizontal (T)p.) Existing Standoff Bracing (Typ.)_ Existing Mount Pipe (Typ.) PROPOSED 126" LONG, P2.5 STD FACE HORIZONTAL (TYP. OF 3, 1 PER SECTOR) REFER TO NOTES 2 AND 4 PROPOSED V-BRACING KIT (PART #: VZWSMART-SFK3) (TYP. OF 6,2 PER SECTOR) REFER TO NOTE 2 Existing Standoff Horizontal (Typ.) PROPOSED 126" LONG, P2.5 XS BOTTOM FACE HORIZONTAL (ALPHA & GAMMA SECTOR ONLY) REFER TO NOTES 2 AND 4 Existing Face, 0 Bracing (Typ.) PROPOSED 96" LONG, P2.0 STD TIE -BACK (TYP. OF 3) PROPOSED 96" LONG, P2.0 STD MOUNT PIPE (TYP. OF 6,2 PER SECTOR IN POSITIONS 2 AND 4) PROPOSED 96" LONG, P2.0 XS MOUNT PIPE REFER TO NOTE 5 (TYP. OF 6.2 PER SECTOR IN POSITIONS I AND 5) PROPOSED T-FRAME ISOMETRIC VIEW lr SCALE, N.T.S. I. MOUNT MEMBERS NOT SHOWN FOR CLARITY U.N.O. 2. CONTRACTOR TO VERIFY THE LENGTH REQUIRED AND TRIM AS NECESSARY IN ACCORDANCE WITH THE 'STRUCTURAL STEEL' NOTES ON SHEET S-2. 3. RADIO AND/OR THE POSITIONS SHALL BE ADJUSTED VERTICALLY AS NEEDED IN ORDER TO ACHIEVE INSTALLATION OF HORIZONTAL AS SHOWN. FOR SHALL BE NOTIFIED IF EQUIPMENT NEEDS TO BE RELOCATED TO ANOTHER MOUNT PIPE. 4. CONNECT NEW HORIZONTAL TO ALL EXISTING VERTICAL MOUNT PIPES WITH CROSSOVER PLATES (PART #. VZWSMART-MSKI). S. CONNECT NEW MOUNT PIPE TO EXISTING HORIZONTAL WITH CROSSOVER PLATES (PART #.- VZWSMART-MSK3). 6. CONNECT NEW OVP PIPE TO EXISTING STANDOFF HORIZONTAL WITH (1) 1/2" DIA. U-BOLTS AT EACH CONNECTION. N N L D7 Q U J J 0_ U F Q N O N O t m T a O U SUPPLEMENTAL SHEET NUMBER: REVISION: R-604 0