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PROPERTY OWNER: 1 VAN WYCK STREET CROTON-ON-HUDSON, NY 10520 SITE ADDRESS: 1 VAN WYCK STREET CROTON-ON-HUDSON, NY 10520 APPLICANT ADDRESS: NEW CINGULAR WIRELESS PCS, LLC ("AT&T") 1425 US HIGHWAY 206 SUITE # N2C04A BEDMINSTER, NJ 07921 JURISDICTION: PROPERTY TAX ID: SECTION: 78.8 BLOCK: LOT: ZONING DISTRICT: O-1 LIMITED OFFICE LATITUDE: 41° 12' 29.89" 41.208303° LONGITUDE: 73° 53' 15.75" 73.887708° ELEVATION: 114' A.M.S.L. CURRENT USE: VILLAGE OFFICES/ TELECOMMUNICATIONS PROPOSED USE: VILLAGE OFFICES/ TELECOMMUNICATIONS SITE DESIGNATION: ROOFTOP/ GRADE SITE INFORMATION INSTALLATION OF NEW GENERATOR: INSTALLATION OF NEW CABINETS: INSTALLATION OF NEW ANTENNAS: INSTALLATION OF NEW RRH UNITS: SCOPE OF WORK ENGINEERING: GT WIRELESS ENGINEERING GREGORY NAWROTZKI 617.694.4291 SITE ACQUISITION: AIROSMITH DEVELOPMENT KEITH VESLEY 518.306.1711 CONTACTS T01 TITLE SHEET G01 GENERAL NOTES A01 ROOF PLAN A02 SITE/ BASEMENT PLAN A03 ELEVATION A04 ANTENNA & RRH PLANS A05 EQUIPMENT ROOM & DETAILS A06 CONSTRUCTION DETAILS - I A07 CONSTRUCTION DETAILS - II A08 ANTENNA & RRH DETAILS A09 PLUMBING DIAGRAM & BOM A10 ANTENNA MOUNT & RRH MOUNT DETAILS E01 ELECTRICAL RISER DIAGRAM E02 ELECTRICAL NOTES E03 POWER & LIGHTING PLANS E04 CABLE TRAY & ALARM PLANS E05 GROUNDING PLAN & DETAILS E06 GROUNDING NOTES & SCHEMATIC E07 GROUNDING DETAILS M01 GENERATOR DETAILS M02 MECHANICAL DETAILS - I M03 MECHANICAL DETAILS - II DRAWING INDEX AERIAL MAP GENERAL NOTES T01 TITLE SHEET CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION PROJECT LOCATION NATIONAL SITE ID: FA NUMBER: NWL06362 PTN NUMBER: PACE NUMBER: 2191A1DMPN MRNYJ056709 IWM: WSNYJ0059313 VICINITY MAP N N PROJECT LOCATION CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO ANY FABRICATION OR CONSTRUCTION. HE SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF NEW YORK STATE LAW. THIS DRAWING AND ALL THE INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE REUSED, COPIED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE EXPRESS WRITTEN CONSENT OF GT WIRELESS ENGINEERING, PLLC. G01 GENERAL NOTES 1. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 2. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 3. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6. ALL EXISTING UTILITY CONDUITS OR IMPROVEMENTS THAT INTERFERE WITH THE CONSTRUCTION OF THE INSTALLATION SHALL BE REVIEWED BY THE CONTRACTOR, PROJECT MANAGEMENT AND LANDLORD TO DETERMINE FINAL STATUS. 7. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT AND CABLING. CONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH PROJECT MANAGEMENT. 8. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, ROOFS AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 9. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 10. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 11. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12. CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS IN ADVANCE OF CONSTRUCTION FOR ENGINEER OR SPECIAL INSPECTOR INSPECTION. 13. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 14. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 15. CONTRACTOR AND ANY SITE SPECIFIC PART/PRODUCT/CONCEALMENT MANUFACTURER TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO MANUFACTURING, FABRICATION OR CONSTRUCTION. 16. CONTRACTOR SHALL INSTALL ALL SITE SIGNAGE IN ACCORDANCE WITH WIRELESS CARRIER AND LOCAL AHJ SPECIFICATIONS AND REQUIREMENTS. 17. CONTRACTOR SHALL CONTACT ALL LOCAL ACTIVE UTILITIES PRIOR TO CONSTRUCTION. 18. ADA COMPLIANCE: THE FACILITY IS NORMALLY UNOCCUPIED WIRELESS CELLULAR SITE. THE SITE IS VISITED APPROXIMATELY ONCE PER MONTH FOR SERVICE. 19. ALL GROUT, ANCHORS AND OTHER MANUFACTURER MATERIALS USED ON SITE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 20. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE LATEST VERSION OF THE CSI MASTERFORMAT. 21. THE APPLICANT, OR HIS REPRESENTATIVE, IS TO DESIGNATE AN INDIVIDUAL AS RESPONSIBLE FOR CONSTRUCTION SITE SAFETY DURING THE COURSE OF SITE IMPROVEMENTS PURSUANT TO N.J.A.C. 5:23-2.21 (E) OF THE NJ UNIFORM CONSTRUCTION CODE AND THE CRT 1926.32 (F) OSHA COMPETENT PERSON. CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION 1. GROUND SHALL COMPLY WITH NEC ART. 250. 2. GROUND CONDUCTORS SHALL BE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR INDOOR USE. 3. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. 4. ROUTE GROUNDING CONNECTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NOT BE BENT AT RIGHT ANGLE. ALWAYS MAKE 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT 6" RADIUS WHEN NECESSARY. 5. CONNECTIONS TO GROUND BAR SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 6. TEST COMPLETED GROUND SYSTEM AND RECORD RESISTANCE VALUES FOR PROJECT CLOSE-OUT DOCUMENTATION. GROUND RESISTANCE SHALL NOT EXCEED 5 OHMS. 7. GROUND CONDUCTORS BETWEEN MGB AND WATERMAIN SHALL BE #2/0. BONDING JUMPERS FROM METALLIC SURFACES SHALL BE #2 MINIMUM. ALL GROUND CONDUCTORS AND BONDING JUMPERS SHALL BE SOFT DRAWN ANNEALED, TINNED, BARE STRANDED COPPER WIRE. COAXIAL CABLES SHALL BE GROUNDED AT A MINIMUM OF TWO LOCATIONS USING VERIZON WIRELESS PROVIDED GROUNDING KITS. EXACT LOCATIONS SHALL BE FINALIZED IN THE FIELD BY THE CONSTRUCTION MANAGER. 8. ALL GROUNDING TO BE INSTALLED PER THE LATEST VERSION OF THE AT&T SPECIFICATION ATT-TP-76416 - GROUNDING AND BONDING REQUIREMENTS FOR NETWORK FACILITIES. GROUNDING NOTES STRUCTURAL STEEL NOTES 1. THE STRUCTURE HAS BEEN DESIGNED IN CONFORMANCE WITH THE "ALLOWABLE STRENGTH DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING UNLESS OTHERWISE NOTED: ASTM A-572, GRADE 50 ALL W SHAPES, UNLESS NOTED OR A992 OTHERWISE. ASTM A-36 ALL OTHER ROLLED SHAPES, PLATES AND BARS UNLESS NOTED OTHERWISE. ASTM A-500, GRADE B HSS SECTION (SQUARE AND RECTANGULAR). ASTM A-500, GRADE B HSS SECTION (ROUND). ASTM A501 OR A53 TYPE E OR S STEEL PIPE. ASTM A-325, TYPE SC OR N,X ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS. ASTM F1554 ALL ANCHOR BOLTS AND THREADED ROD, UNLESS NOTED OTHERWISE. 3. BOLTS SHALL COMPLY WITH ASTM A325 OR A490. NUTS AND WASHERS SHALL BE COMPATIBLE WITH THE BOLT GRADE, HOLE SIZE, CONNECTION TYPE AND INSTALLATION METHOD AS INDICATED IN "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". 4. CONNECTIONS SHALL BE BOLTED WITH 3/4 INCH DIAMETER A325-X HIGH STRENGTH BOLTS OR WELDED U.N.O.. 5. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY (AWS) "STRUCTURAL WELDING CODE - STEEL". WELDING SHALL BE DONE BY QUALIFIED WELDERS CERTIFIED IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING CODE - STANDARD QUALIFICATION PROCEDURE" AND AWS D1.3, "STRUCTURAL WELDING CODE - STRUCTURAL STEEL". WELDING ELECTRODES SHALL BE E70XX. FILLET WELDS SHALL BE NO LESS THAN MINIMUM SIZE REQUIRED PER AISC TABLE J2.4.. 6. STEEL SHOP DRAWINGS AND FABRICATION SHALL CONFORM TO THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 7. STRUCTURAL STEEL SHOP DRAWINGS, INCLUDING CONNECTIONS, SHALL BE PREPARED UNDER THE DIRECTION OF A PROFESSIONAL STRUCTURAL ENGINEER, REGISTERED IN THE STATE WHERE THE CONSTRUCTION IS LOCATED. THE ENGINEER, EMPLOYED BY THE CONTRACTOR, SHALL PREPARE A SIGNED AND SEALED LETTER OF CERTIFICATION STATING THAT THE STRUCTURAL STEEL SHOP DRAWINGS, INCLUDING CONNECTIONS, HAVE BEEN PREPARED UNDER THEIR DIRECTION. 8. STRUCTURAL STEEL FABRICATION SHALL BE PERFORMED BY AN ORGANIZATION EXPERIENCED IN STRUCTURAL FABRICATION OF EQUIVALENT MAGNITUDE TO THIS PROJECT, AND HAS AN AISC CERTIFICATION FOR STRUCTURAL STEELWORK. PROVIDE, WITH THE BID, A COPY OF THE AISC CERTIFICATE INDICATING THAT THE FABRICATION PLANT MEETS AISC CATEGORY STD CERTIFICATION. IN LIEU OF AN AISC CERTIFICATION, THE FABRICATOR MAY SUBMIT DOCUMENTATION OF EQUIVALENT EXPERIENCE IN THE FABRICATION OF THE ITEM OR ITEMS IN QUESTION. 9. STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE PREPPED BY COMMERCIAL BLAST CLEANING THEN HOT-DIPPED GALVANIZED. 10. SPLICING OF STRUCTURAL STEEL SECTIONS, NOT INDICATED ON CONTRACT DOCUMENTS, IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. 11. ORIENT MILL CAMBER UPWARD DURING FABRICATION AND ERECTION. 12. PROVIDE 3/8 INCH THICK MINIMUM WELDED STIFFENER PLATE ON BOTH SIDES OF THE WEB OF BEAMS AT POINT OF CONCENTRATED LOADS SUCH AS BEAMS SUPPORTING COLUMNS/POSTS OR RUNNING OVER TOPS OF COLUMNS, POSTS, OR OTHER BEAMS. 13. ALUMINUM AND STEEL MEMBERS SHALL BE TREATED OR PROPERLY SEPARATED TO PREVENT GALVANIC AND CORROSIVE EFFECTS. 14. STEEL FABRICATOR IS SOLELY RESPONSIBLE FOR SURVEYING AND VERIFICATION OF EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING WALLS AND FRAMING. 15. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. CODES AND STANDARDS - NEW YORK CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: 2020 BUILDING CODE OF NEW YORK STATE ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE PLUMBING CODE: 2020 PLUMBING CODE OF NEW YORK STATE MECHANICAL CODE: 2020 MECHANICAL CODE OF NEW YORK STATE FUEL GAS CODE: 2020 FUEL GAS CODE OF NEW YORK STATE ENERGY CODE: 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE FIRE/LIFE SAFETY CODE: 2020 FIRE CODE OF NEW YORK STATE LIGHTNING PROTECTION CODE: NFPA 780-2014 LIGHTNING PROTECTION CODE SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, THIRTEENTH EDITION. ANSI/TIA (TELECOMMUNICATIONS INDUSTRY ASSOCIATION) TIA-222-G05, STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVELY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C2, NATIONAL ELECTRIC SAFETY CODE - LATEST VERSION. TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 1. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED D FIRE CODE APPROVED MATERIALS. 2. REPAIR ANY DAMAGE DURING CONSTRUCTION TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE CONSTRUCTION MANAGER AND LANDLORD. 3. THE DOOR SHALL BE A STEELCRAFT STEEL UNIT, L-SERIES TYPE, OR APPROVED EQUAL, (2) 3'-6"x7'. THE UNIT SHALL BE INSULATED AND WEATHER-STRIPPED, WITH ALUMINUM THRESHOLD, STANLEY 4 1/2" X 4 1/2" BALL BEARING HINGES (PART# FBB179), AND LOCK PUSHBUTTON COMBO AS SPECIFIED BY THE CONSTRUCTION MANAGER. THE DOOR SHALL BE SET IN A 16 GAUGE STEEL FRAME. BOTH DOOR & FRAME SHALL BE FACTORY PAINTED AND SHALL HAVE A FIRE RATING OF 2 HOURS, MINIMUM. WWW.STEELCRAFT.COM 4. FINISH ALL DRYWALL SCREWS OR NAILS, AND JOINTS, UNLESS OTHERWISE NOTED. PRIME DRYWALL AND EXTERIOR SURFACES WITH ONE COAT OF WHITE LATEX PRIMER. FINISH WITH TWO COATS OF INTERIOR SEMI-GLOSS LATEX PAINT. PAINT SHALL BE BY SHERWIN WILLIAMS, BENJAMIN MOORE, DUTCH BOY, OR EQUAL. 5. CONTRACTOR SHALL INSTALL NEW RESILIENT FLOOR TILE WITHIN LIMITS OF PROPOSED EQUIPMENT ROOM AS FOLLOWS: PREPARATION - CONTRACTOR SHALL INSTALL NEW RESILIENT FLOOR TILE WHICH SHALL BE ASTM F1066 12"x12"x1/8" THICK, ARMSTRONG IMPERIAL TEXTURE TILE #51836, COLOR-SHELTER WHITE. BASE - PROVIDE FS SS-W-40, TYPE II, 4" H. ROPPE VINYL COVE BASE, COLOR BLACK. 6. TURN OVER ALL SALVAGEABLE BUILDING MATERIAL TO BUILDING MANAGER. 7. ALL GYPSUM WALL BOARD SHALL BE TYPE GOLD BOND FIRE-SHIELD TYPE X HI-IMPACT WALLBOARD - FIRE RESISTANCE RATING - ANSI/UL263, TO ACHIEVE 2 HOUR FIRE RESISTANCE USE DESIGN NO. U495 FOR MATERIALS AND SCREW SPACINGS. 8. ALL CABLE/CONDUIT ENTRY/EXIT PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. 9. SHIM NEW SILLS, AS NECESSARY, TO LEVEL AND PLUMB WALL. 10. ALL DISRUPTIVE WORK AND WORK WITHIN TENANT SPACES TO BE COORDINATED WITH BUILDING REPRESENTATIVE. 11. ALL ROOF PENETRATIONS SHALL BE RESTORED TO MAINTAIN ALL ROOF WARRANTIES AND ENSURE A PERMANENT WATERPROOF SEAL. 12. EXISTING WALLS TO BE CLEANED WITH INDUSTRIAL STRENGTH CLEANER. CONSTRUCTION NOTES NOTES A01 ROOF PLAN 1. NORTH SHOWN AS APPROXIMATE. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH TOWER ANALYSIS BY ALBUL ENGINEERING DATED XXXXX. 3. DRAWINGS BASED ON SITE VISIT BY GT WIRELESS ENGINEERING ON 12.06.2024 AND DRAWINGS BY DEWBERRY ENGINEERS DATED 10.08.2020. 4. CONTRACTOR TO REVIEW THESE DOCUMENTS PRIOR TO FABRICATION AND CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER AND CLIENT. 5. NOT ALL EXISTING INFORMATION SHOWN FOR CLARITY. 6. THE LOCATIONS OF THE APPLICANT'S PROPOSED UTILITIES ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE UTILITY COMPANIES AND MAY NEED TO BE RELOCATED. 7. THE PROPOSED USE IS FOR TELECOMMUNICATIONS AND IS NOT INTENDED FOR PERMANENT EMPLOYEE OCCUPANCY. THEREFORE, POTABLE WATER, SANITARY SEWERS, AND ADDITIONAL ON SITE PARKING ARE NOT REQUIRED. 8. THE FACILITY SHALL BE VISITED ON THE AVERAGE OF ONCE A MONTH FOR MAINTENANCE AND SHALL BE CONTINUOUSLY MONITORED FROM A REMOTE FACILITY FOR BOTH FIRE AND INTRUSION. 9. THE FACILITIES ARE REMOTELY OPERATED AND CONTROLLED, AND AS SUCH, ARE NORMALLY UNMANNED. A COMPUTERIZED EQUIPMENT AND FACILITY ALARM SYSTEM CONTINUOUSLY MONITORS AN EXTENSIVE NUMBER OF OPERATING AND BUILDING FUNCTIONS. UNPLANNED EVENTS WILL TRIGGER ALARM REPORTS TO AT&T HEADQUARTERS, RANGING FROM ROUTINE REPORTS TO IMMEDIATE ACTIVATION OF LOCAL PERSONNEL OR EMERGENCY SERVICES, 24 HOURS A DAY. 10. CONTRACTOR SHALL COORDINATE & COMPLY WITH EXISTING UTILITY COMPANIES' REQUIREMENTS. 11. LANDLORD APPROVED ROOFER ONLY TO PERFORM ALL PENETRATIONS AND ROOF WORK. 12. RRH BALLAST MOUNT TO BE CHAINED TO TOWER BASE FRAME SIMILAR TO VERIZON WIRELESS. CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION A03 ROOF PLAN N PROPOSED AT&T EQUIPMENT ROOM IN ATTIC A05 EXISTING 40'± TALL GUYED LATTICE TOWER EXISTING PARKING SCALE: 1/16"=1' FOR 11"x17" 1/8"=1' FOR 22"x34" 0' 8' 4' 16' PROPOSED OVERHEAD 24 PAIR FIBER (TYP.-1), 6 GAUGE DC POWER (TYP.-3) IN 2" INNERDUCT (TYP.-1) IN ATTIC A06 PROPOSED ROOF MOUNTED RRH FRAME (CHAINED TO TOWER BASE) PROPOSED RRH (TYP.-9), DC9 (TYP.-1), FMB (TYP.-1) & DIPLEXER (TYP.-12) PROPOSED DOGHOUSE A07 A10 A09 ALPHA SECTOR 70° AZIMUTH BETA SECTOR 170° AZIMUTH GAMMA SECTOR 290° AZIMUTH OLD POST ROAD NORTH VAN WYCK STREET BROOK STREET EXISTING ROOF HATCH EXISTING CHIMNEY (TYP.) EXISTING T-MOBILE ANTENNA (TYP.) EXISTING DOGHOUSE (TYP.) EXISTING ROOF MOUNTED CABLE TRAY EXISTING WALKWAY EXISTING VENT (TYP.) EXISTING PARKING PROPOSED GPS ANTENNA A07 A09 A09 A09 PROPOSED CONDENSING UNIT ON ROOF (TYP.-2) M02 T H H A02 SITE/ BASEMENT PLAN CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION SITE/ BASEMENT PLAN SCALE: 1/16"=1' FOR 11"x17" 1/8"=1' FOR 22"x34" 0' 8' 4' 16' N PROPOSED OVERHEAD POWER & FIBER CONDUITS ROUTED ABOVE DROP CEILINGS A06 A07 A07 PROPOSED AT&T ELECTRICAL SUBMETER & DISCONNECT E01 PROPOSED FIBER DEMARK EXISTING ELECTRICAL ROOM EXISTING TELCO CLOSET EXISTING COMMUNITY ROOM EXISTING VERTICAL SHAFT EXISTING VERTICAL SHAFT PROPOSED OVERHEAD GROUND CONDUIT ROUTED ABOVE DROP CEILINGS A06 A07 A07 EXISTING WATER METER PROPOSED VERTICAL GROUND CONDUIT A06 A07 A07 PROPOSED VERTICAL POWER & FIBER CONDUIT A06 A07 A07 PROPOSED 230kW DIESEL GENERATOR W/ 589 GALLON TANK TO REPLACE EXISTING GENERATOR ON EXISTING CONCRETE PAD M01 EXISTING (2) 4" & (2) 1" CONDUITS TO BE REUSED (FEEDER TBD) E01 PROPOSED EMERGENCY GENERATOR STOP A03 ELEVATION CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION ELEVATION EXISTING GRADE ELEV. = 0'-0"± A.G.L. PROPOSED AT&T ANTENNA (TYP.-2/ SECTOR, 6 TOTAL) A08 EXISTING DIPOLE/ WHIP ANTENNA C.L. OF EXISTING ANTENNAS ELEV. = 81'-0"± A.G.L. EXISTING DIPOLE/ WHIP ANTENNA ELEV. = 120'-5"± A.G.L. C.L. OF AT&T ANTENNAS ELEV. = 71'-0"± A.G.L. SCALE: 1/16"=1' FOR 11"x17" 1/8"=1' FOR 22"x34" 0' 8' 4' 16' EXISTING WHIP ANTENNA EXISTING YAGI ANTENNA EXISTING DISH ANTENNA EXISTING VERIZON WIRELESS ANTENNA (TYP.-6) PROPOSED ROOF MOUNTED RRH FRAME (CHAINED TO TOWER BASE) PROPOSED RRH (TYP.-9), DC9 (TYP.-3) & FMB (TYP.-3) A10 A08 PROPOSED GPS ANTENNA A07 PROPOSED OVERHEAD POWER & FIBER CONDUITS ROUTED ABOVE DROP CEILINGS A06 A07 A07 PROPOSED AT&T ELECTRICAL SUBMETER & DISCONNECT E01 PROPOSED FIBER DEMARK EXISTING T-MOBILE ANTENNA (TYP.) EXISTING GPS ANTENNA (TYP.) EXISTING WHIP ANTENNA (TYP.) EXISTING 40'± TALL GUYED LATTICE TOWER EXISTING GUY WIRES (TYP.-4) PROPOSED DOGHOUSE A07 A08 A08 PROPOSED OVERHEAD 24 PAIR FIBER (TYP.-1), 6 GAUGE DC POWER (TYP.-3) IN 2" INNERDUCT (TYP.-1) IN ATTIC PROPOSED AT&T EQUIPMENT ROOM IN ATTIC A05 PROPOSED AT&T 7/8" COAX CABLE (TYP.-12/ SECTOR, 24 TOTAL) & 24 PAIR FIBER TRUNK (TYP.-1) & #8 DC TRUNK (TYP.-1) PROPOSED OVERHEAD GROUND CONDUIT IN ATTIC A06 A07 PROPOSED OVERHEAD POWER & FIBER CONDUITS IN ATTIC A06 A07 A06 PROPOSED VERTICAL POWER & FIBER CONDUIT IN EXISTING SHAFT A06 A07 A07 PROPOSED VERTICAL GROUND CONDUIT IN EXISTING SHAFT A06 A07 A07 EXISTING ELECTRICAL ROOM EXISTING TELCO CLOSET EXISTING WATER METER A04 ANTENNA & RRH PLANS CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION PROPOSED NNH4-65B-R3-UPM-V2 ANTENNA ON 2" STD X 7' LONG GALV PIPE (1/ SECTOR, 3 TOTAL) A08 A1 PROPOSED NNHH-65B-R4 ANTENNA ON 2" STD x 7' LONG GALV PIPE (1/ SECTOR, 3 TOTAL) A08 A2 ANTENNA PLAN B1 B2 N ALPHA SECTOR 70° AZIMUTH BETA SECTOR 170° AZIMUTH GAMMA SECTOR 290° AZIMUTH SCALE: 3/8"=1' FOR 11"x17" 3/4"=1' FOR 22"x34" 0' 1' 2' 3' C1 C2 PROPOSED ANTENNA SECTOR FRAME (1/SECTOR, 3 TOTAL) SITE PRO 1 P/N VFA6-RRU A10 EXISTING GUYED LATTICE TOWER EXISTING TOWER BASE 6'-4" 4'-8" PROPOSED DBC0115F1V91-2 DIPLEXER (2/ SECTOR, 6 TOTAL) A08 PROPOSED CBC61923T-DS-43 TWIN TRIPLEXER (2/ SECTOR, 6 TOTAL) A08 A08 PROPOSED DC9 RRH PLAN SCALE:1/4"=1' FOR 11"x17" 1/2"=1' FOR 22"x34" 0' 2' 1' 4' PROPOSED DOGHOUSE A07 PROPOSED CBC61923T-DS-43 TWIN TRIPLEXER (4/ SECTOR, 12 TOTAL) A08 PROPOSED 4494 B14/ B29 RRH UNIT (1/ SECTOR, 3 TOTAL) PROPOSED 4490 B5/ B12A RRH UNIT (1/ SECTOR, 3 TOTAL) PROPOSED 4890 B25/ B66 RRH UNIT (1/ SECTOR, 3 TOTAL) A08 PROPOSED FMB A08 PROPOSED DC9 A08 EXISTING VERIZON WIRELESS BALLAST FRAME EXISTING GUYED LATTICE TOWER PROPOSED ROOF MOUNTED RRH FRAME (CHAINED TO TOWER BASE) A10 A08 A08 PROPOSED AT&T 7/8" COAX CABLE (TYP.-12/ SECTOR, 24 TOTAL) & 24 PAIR FIBER TRUNK (TYP.-1) & #8 DC TRUNK (TYP.-1) A05 EQUIPMENT ROOM & DETAILS CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION SPECIFICATIONS: 1. (2) BATTERY STRINGS TO BE INSTALLED. CONFIRM FINAL NUMBER W/ AT&T PRIOR TO CONSTRUCTION. 2. RECTIFIER TO BE -48V OR APPROVED EQUAL. 3. ANCHOR PER MANUFACTURERS SPECIFICATIONS. 4. ELECTRICAL CONTRACTOR TO VERIFY ALL ELECTRICAL LOADING REQUIREMENTS & LIMITATIONS W/MANUFACTURER PRIOR TO CONSTRUCTION. 5. CONFIRM POWER MODULE, BATTERY MODEL, RECTIFIER MODEL & RACK SIZE PRIOR TO CONSTRUCTION. 6. FINAL EQUIPMENT LAYOUT TO MATCH WEIGHTS SPECIFIED BY STRUCTURAL ANALYSIS (BY OTHERS). 7. POWER PLANT TO BE MOUNTED ON STEEL PLATE MOUNTED TO FLOOR PER MANUFACTURER. VERIFY FINAL STRUCTURAL EQUIPMENT LAYOUT PRIOR TO CONSTRUCTION. MANUFACTURER: EMERSON PART NUMBER: NETSURE -48V DC POWER SYSTEM POWER UNIT BATTERY RACK (TYP.-3 STRINGS) RECTIFIER TRAY (TYP.) VERTIV 7100 -58/ 48V DC POWER PLANT DETAIL SCALE: N.T.S. NOTES 1. CONTRACTOR SHALL SECURE RACK AS PER MANUFACTURER RECOMMENDATIONS. 2. PACIFIC TECHNICAL SOLUTIONS P/N PTS3701-1515. FIF RACK DETAIL SCALE: N.T.S. NOTES FOOTPRINT: 84"(H)x26"(W)x23"(D) EQUIPMENT ROOM PLAN PLAN SCALE:1/4"=1' FOR 11"x17" 1/2"=1' FOR 22"x34" 0' 2' 1' 4' N PROPOSED TRANSFORMER E01 PROPOSED DISCONNECT (TYP.-2) E01 EXISTING BRICK WALL EXISTING BRICK WALL EXISTING ROOF TRUSS 9'-0" EXISTING EXTERIOR WALL 5'-5" 12'-9" 2'-11" PROPOSED HVAC UNIT & CONDENSATE PUMP (TYP.-2) M02 PROPOSED VERTIV 7100 POWER PLANT A05 PROPOSED FIF RACK (TYP.-2) A05 PROPOSED CABLE PORT A06 A06 PROPOSED 10'± TALL 2 HR FIRE RATED WALL A06 2'-9" 0'-2" TYP. 3'-5" PROPOSED 3'-6" WIDE 2 HR FIRE RATED STEEL DOOR PROPOSED 4'x8' TELCO BACKBOARD PROPOSED 200A AC PANEL E01 A06 CONSTRUCTION DETAILS - I CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION IN CASE OF EMERGENCY CALL 1-800-XXX-XXXX AT ALL TIMES. HARD HATS MUST SAFETY EYEWEAR AND BE WORN IN THIS AREA SAFETY SIGN DETAIL SCALE: N.T.S. NOTES 1. SIGN SHALL BE MOUNTED AT ROOF DOOR 2. MOUNTING HEIGHT SHALL BE 5' A.R.L. TO SIGN CENTERLINE 17 3/4" 17 3/4" 7" 7" EXISTING WALL/ FLOOR (CONTRACTOR TO V.I.F. EXISTING CONDITIONS) STEEL BEAM P1000 UNISTRUT (V.I.F. LENGTH) CONDUIT/ CABLE HANGER BEAM CLAMP UNISTRUT PLF2-37 OR EQUAL 3/8" THREADED ROD 3/8" HILTI HDI-P DROP IN ANCHOR (SEE NOTE 3) CONCRETE FLOOR MATERIAL ANCHOR SIZE DEPTH CMU/ BRICK HIT HY 270 W/ 3/8" 2 1/4" W/ SCREENTUBE SOLID CONC. HIT HY 200 3/8" 6" TIMBER GALVANIZED 2#14 3" STEEL STUD S-MD HWH #4 1/4" NOTES 1. ALL ANCHORS ARE HILTI 2. CONTRACTOR TO OBTAIN ALL HILTI CERTIFICATIONS AND INSTALL ANCHORS PER HILTI RECOMMENDATIONS 3. USE 3/8" LAG BOLT AND 2" SECTION OF P1000 AT TIMBER JOISTS 4. HILTI ANCHORS TO BE INSTALLED AT 16" O.C. 5. ANCHORS ARE NOT BE INSTALLED IN MORTAR AND MAINTAIN 12" MIN CLEARANCE FROM BUILDING EDGE ANCHOR DETAIL - CONDUITS & CABLES SCALE: N.T.S. RESILIENT FLOOR TILE (SEE CONSTRUCTION NOTE 5, SHEET G-1) 3"x13" FLOOR JOISTS @ 13" O.C. NEW RUBBER BASE (SEE CONSTRUCTION NOTE 5, SHEET G-1) HILTI KWIK-CON II & 14-114 THWH SCREWS (OR EQUAL) (TYP.-2 @ 24" O.C.) 1'-6" MAX. TYP. NO. 6x1" DRYWALL SCREWS @ 12" O.C. 3 5/8"x1 5/8" FLANGE, 16GA. C-CHANNEL (TRACKING) 1 1/2" 16GA. U-CHANNEL BLOCKING @ WALL BOARD JOINTS (SEE NOTE 3) (2) LAYERS 5/8" GOLD BOND FIRE-SHIELD TYPE X HI IMPACT WALLBOARD 1/8" FRP WALL PANEL (CLASS A) R11 BATT INSULATION 3 5/8"x1 5/8" FLANGE, 16GA. METAL WALL STUD @ 16" O.C. (TYP.-ALL) 3 5/8"x1 5/8" FLANGE, 16GA. C-CHANNEL (TRACKING) (2) LAYERS 5/8" GOLD BOND FIRE-SHIELD TYPE X HI IMPACT WALLBOARD 1/8" FRP WALL PANEL (CLASS A) 6"x14GA. C-JOIST HEADER 6"x14GA. C-JOIST FRAMING @ 12"O.C. WALL DETAIL SCALE: N.T.S. 1. A.F.F. - ABOVE FINISHED FLOOR (TO BASE OF EQUIPMENT). 2. INSTALL FRP PANEL PER MANUFACTURERS RECOMMENDATIONS. 3. APPLY ALL GYPSUM WALL BOARD PERPENDICULAR TO FRAMING WITH STRAP BLOCKING BEHIND THE HORIZONTAL WALLBOARD JOINT WITH SOLID BLOCKING BETWEEN THE FIRST TWO END STUDS. NOTES DOOR JAMB DETAIL SCALE: N.T.S. PLAN EQUIPMENT ROOM WALL METAL DOOR FRAME 3'-6" DOOR (STEELCRAFT L-SERIES) (SEE NOTE 3 OF CONSTRUCTION NOTES ON G01) INTERIOR EXTERIOR 1/4" CEMENTITIOUS BACKER BOARD ATTACHED TO PLYWOOD USING BACKBOARD SCREWS 3/4" FIRE RATED PLYWOOD ATTACHED TO FLOOR JOISTS REINFORCE BOTH SIDES OF EACH JOIST WITH TIMBER JOIST OF SAME SIZE ON EACH SIDE (EXTEND 2' BEYOND ROOM WALLS (REPLACE FLOOR BOARD AS NEEDED) ENTRY BOOT SEALER (TYP ALL COAX HOLES) P/N SCS30 (SEE NOTE 3) WATERPROOF SEALANT SCS1000 (OR APPROVED EQUAL) CABLEPORT E1635 4" PORT 1. CONTRACTOR TO THOROUGHLY DRY AREA BEFORE CORING, INSTALLING AND SEALING CABLEPORT & BOOTS. 2. ALL PART NUMBERS ARE SITE PRO 1 3. CONTRACTOR TO FILL THE BOOT CAVITY W/ BOOT SEALER TO FORM A CONICAL SHAPE TO ALLOW WATER RUN OFF. 2 TUBES OF SCS30 ARE REQUIRED FOR EACH BOOT. 4. WATERPROOF ALL EDGES AND HOLES. 9 1/2" 20" CABLE PORT DETAIL SCALE: N.T.S. NOTES 10'± (V.I.F.) A07 CONSTRUCTION DETAILS - II CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION GPS ANTENNA 1 1/2" O.D. X 3'-0" MAX. GALV. STEEL MOUNTING PIPE COAX GROUND KIT COAX CABLE (AS REQUIRED BY ANTENNA MANUFACTURER) 6 AWG GROUND WIRE TO CADWELD ON POST OR LUG ON GROUND BAR PROVIDE APPLICABLE UNISTRUT BRACKET & BOLTS PROPOSED POST @ RRH MOUNT NOTES 1. GROUND ANTENNAS & MOUNTS PER MANUFACTURERS RECOMMENDATIONS & CARRIER STANDARDS 2. LOCATION OF ANTENNA MUST HAVE A CLEAR VIEW OF THE SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA 3. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GLS ANTENNA GPS ANTENNA DETAIL SCALE: N.T.S. DOGHOUSE DETAIL SCALE: N.T.S. NOTES 1. ALL ROOF WORK TO BE COMPLETED BY LANDLORD APPROVED ROOFER ONLY. 1-14 UNS GPS ANTENNA DETAIL SCALE: N.T.S. NOTES 1. PROVIDE 1/2" COAX CABLE FOR CONNECTION 6.44" 2.56" 3.08Ø" SECTION A-A NOMINAL 4"Ø (OR SMALLER) STEEL PIPE (SCH 5 OR HEAVIER) EMT OR RGS CONDUIT 5/8" GYPSUM BOARD (INSTALLED AS SPECIFIED IN U300 OR U400 SERIES DESIGN) 1/2" MIN. DIA. OF SEALANT OR PUTTY APPLIED CONTINUOUSLY AROUND THE PENETRATION ON THE WALL SURFACES ON BOTH SIDES OF THE WALL WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOMINAL 2"x4" SPACED AT 16" O.C. STEEL STUDS MIN. 2 1/2" WIDE SPACED AT 24" O.C. MAX SYSTEM NO. W-L-1344 F RATING: 1 & 2 HOUR T RATING: 1/4 HOUR NOTES 1. REFER TO COMPLETE SYSTEM DESIGN BY SPECIFIED TECHNOLOGIES INC. 2. 5" MAXIMUM OPENING. CORING DETAIL - GYPSUM BOARD WALL SCALE: N.T.S. SECTION A-A MIN 4 1/2" THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE (FLOOR MAY CONSTRUCTED OF ANY MIN. 6" UL CLASSIFIED HOLLOW-CORE PRECAST CONCRETE UNITS)(WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS) MIN 1/2" THICK OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF THE WALL OR FLOOR. MIN 1/4" THINK BEAD OF FILL MATERIAL SHALL BE INSTALLED AT THE CONCRETE/ PENETRATING ITEM ON THE SURFACE OF BOTH SIDES OF THE FLOOR OR WALL NOMINAL 6"Ø (OR SMALLER) STEEL PIPE (SCH 10 OR HEAVIER) OR NOMINAL 4" (OR SMALLER) EMT OR RGS CONDUIT SYSTEM NO. C-AJ-1259 F RATING: 3 HOUR T RATING: 0 HOUR CORING DETAIL - CONCRETE FLOOR/ WALL SCALE: N.T.S. NOTES 1. REFER TO COMPLETE SYSTEM DESIGN BY SPECIFIED TECHNOLOGIES INC. 2. 7" MAXIMUM OPENING. A08 ANTENNA & RRH DETAILS CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION RRH DETAIL SCALE: N.T.S. NOTES 1. INSTALL RRH PER MANUFACTURER REQUIREMENTS ERICSSON 4490 B5/ B12A 20.6"(H)x15.6"(W)x7"(D) 65 LBS ERICSSON 4890 B25/ B66 18.8"(H)x14.8"(W)x6.2"(D) 55.9 LBS ERICSSON 4494 B14/ B29 17.5"(H)x15.1"(W)x5.6"(D) 57.3 LBS ANTENNA DETAIL SCALE: N.T.S. NOTES 1. INSTALL ANTENNA PER MANUFACTURER REQUIREMENTS EXISTING/ PROPOSED PIPE MOUNT PROPOSED ANTENNA MOUNTING BRACKET (TYP.) PROPOSED ANTENNA (TYP.) COMMSCOPE NNH4-65B-R4 72.0"(H)x19.6"(W)x7.8"(D) 77.4 LBS 9.8 SF 15.220" 13.056" 12" 17.5" 16.284" Ø0.313" (4 PLACES) 6.37" 6.273" 17.744" DC9-48-60-24-PC16-EV DETAIL SCALE: N.T.S. COMMSCOPE NNH4-65B-R3-UPM-V2 72.0"(H)x19.6"(W)x7.1"(D) 73.9 LBS 9.8 SF 12" 12" 1. DIMENSIONS SHOWN AS APPROXIMATE. VERIFY W/ CM PRIOR TO CONSTRUCTION. J SOURCE FIBER BOX 12128FM4SEC MODEL NUMBER: DIMENSIONS: 12.0"Hx12.0"Wx8.0"D 8.5 LBS WEIGHT: FIBER MANAGEMENT BOX @ ANTENNA DETAIL SCALE: N.T.S. NOTES 30"± 12"± RAYCAP PROVIDED POLE MOUNTING BRACKETS RAYCAP PROVIDED BASE ASSEMBLY POWER CABLE PORTS 2" MIN. GALVANIZED PIPE MOUNT RAYCAP DC6 OVER VOLTAGE PROTECTOR W/ DOME COVER DC9 DETAIL SCALE: N.T.S. NOTES 1. RAYCAP PART NUMBER DC9-48-60-24-8C-EV 2. CONTRACTOR TO SUPPLY PIPE MOUNT PLEXER DETAIL SCALE: N.T.S. NOTES 1. INSTALL PER MANUFACTURER REQUIREMENTS COMMSCOPE CBC1923T-DS-43 7.0"(H)x5.5"(W)x4.0"(D) 8.4 LBS KAELUS DBC0115F1V91-2 4.3"(H)x5.3"(W)x5.6"(D) 7.0 LBS DC12-48-60-0-RM SCALE: N.T.S. FOOTPRINT: 3.3"(H)x16.6"(W)x15.5"(D) A09 PLUMBING DIAGRAM & BOM CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION 1. PLUMBING DIAGRAM AND BILL OF MATERIALS BASED ON RFDS DATED 04.29.2025. PLUMBING DIAGRAM SCALE: N.T.S. NOTES SECTOR A1 ANTENNA TYPE BILL OF MATERIALS (BOM) A3 A2 A4 B1 B3 B2 B4 C1 C3 C2 C4 QTY. RRH'S TYPE NNH4-65B-R4 NNH4-65B-R3-UPM-V2 - - - - - - - RAD CTR. 71' - - AZI. TRANSMISSION CABLES 24 PAIR FIBER (TYP.-1) 6 GAUGE DC POWER (TYP.-3) IN 2" INNERDUCT (TYP.-1) TOTAL LENGTH: 75' 4490 B5/ B12 - - - - - - - - 71' - - 4494 B14/ B29 4890 B25/66 NNH4-65B-R4 NNH4-65B-R3-UPM-V2 - 71' - 71' - - NNH4-65B-R4 NNH4-65B-R3-UPM-V2 - 71' - 71' - - - - - - - 4490 B5/ B12 - - - - 4494 B14/ B29 4890 B25/66 - - - - - 4490 B5/ B12 - - - - 4494 B14/ B29 4890 B25/66 A10 ANTENNA MOUNT & RRH MOUNT DETAILS CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION ANTENNA MOUNT DETAIL SCALE: N.T.S. RRH MOUNT DETAIL SCALE: N.T.S. E01 ELECTRICAL RISER DIAGRAM CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION EXISTING 1800 A, 480V, 3Ø, 4W DISTRIBUTION SWITCHBOARD 120/240 KVA 480V 120/240V Y PROPOSED 100A, 480V, 3Ø DISCONNECT SWITCH PROPOSED 480V PRIMARY TO 120/208V, 3Ø SECONDARY IN NEMA 1 ENCLOSURE (INSTALL PER NEC ARTICLE 450) PROPOSED 200A, 120/208V, 3Ø DISCONNECT SWITCH PROPOSED E-MON D-MON CHECK METER 42 SPACE, 200A, 120/ 208V, 3Ø AC LOAD CENTER EXISTING 600A, 120/ 208V, 3Ø, 4W ATS G PROPOSED 230 kW 120/ 208V, 3Ø, 4W GENERATOR 600A 3P EXISTING (2) SETS 4-350 KCMIL, 1 #1 G IN (2) 4"C EXISTING (2) SETS 4-350 KCMIL, 1 #1 G IN 3 1/2"C PROPOSED (2) SETS 350 KCMIL, 1 #4 G IN 2 1/2"C PROPOSED (2) SETS 350 KCMIL, 1 #4 G IN 2 1/2"C PROPOSED (4) #3/0, 1 #6 G IN 2"C PROPOSED (4) #3/0, 1 #6 G IN 2"C ELECTRICAL RISER DIAGRAM SCALE: N.T.S. NOTES 1. CONTRACTOR TO CONFIRM ALL EQUIPMENT TO BE USED WITH CM PRIOR TO CONSTRUCTION. 2. CONFIRM GENERATOR WIRING AND CONTROLS PRIOR TO CONSTRUCTION 3. ALL EQUIPMENT TO BE INSTALLED PER MANUFACTURER REQUIREMENTS. 4. ELECTRICIAN TO PERFORM LOAD STUDY PRIOR TO CONSTRUCTION TO CONFIRM USE OF EXISTING DISTRIBUTION PANEL. 5. CONTRACTOR IS TO CONFIRM THAT DISTRIBUTION PANEL BREAKER POSITION IS PROPERLY BUSSED. IF POSITION IS NOT BUSSED, CONTRACTOR TO TAP EXISTING ELECTRICAL BUS AND PROVIDE A FUSED DISCONNECT WITHIN 10' OF DISTRIBUTION PANEL. CONDUIT NOTES 1. ALL BURIED CONDUIT: PVC 2. ALL EXTERIOR CONDUIT: RGS 3. INTERIOR CONDUIT IN PROTECTED AREA: EMT 4. INTERIOR CONDUIT IN EXPOSED AREA: RGS 5. EXPANSION JOINTS TO BE INSTALLED AT EACH INTERIOR/ EXTERIOR WALL PENETRATION. E02 ELECTRICAL NOTES CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 3. HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO INSTALLATION. 4. THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS POSSIBLE. 5. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, J-B0X, SWITCH BOX, ETC., IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) 6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORY AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. 8. CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A. 9. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS AND PAY ALL REQUIRED FEES 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 11. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE. 12. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. 13. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, ETC. SHALL BE TURNED OVER TO OWNER AT JOB COMPLETION. 14. USE T-TAP CONNECTIONS ON ALL MULTI-CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURE. 15. ALL CONDUCTORS SHALL BE COPPER. 16. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED. 17. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY NEC. 18. PATCH, REPAIR AND PAINT ANY AREA THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. 19. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, M PIPE RUNS, ETC., IT MUST BE CLEARLY UNDERSTOOD THAT TENDONS AND/OR REINFORCING STEEL WILL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES. 20. LOCATION OF TENDONS AND/OR REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND, THEREFORE, MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT VIA X-RAY OR OTHER DEVICES THAT CAN ACCURATELY LOCATE THE REINFORCING AND/OR STEEL TENDONS. 21. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRE STOPPED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE. 22. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM UNLESS SPECIFICALLY STATED OTHERWISE ON DRAWINGS. 23. VERIFY ALL CONDUIT ROUTING W/OWNER REP. & CM PRIOR TO CONSTRUCTION. 24. ALL MATERIALS SHALL BE U.L. LISTED. 25. CONDUIT: a. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3. b. ELECTRICAL METALLIC TUBING SHALL HAVE U.L. LABEL, FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. c. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. d. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH ARCHITECT PRIOR TO INSTALLING. 26. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 27. COORDINATE THE ELECTRICAL SERVICE SHUTDOWN WITH BUILDING OWNER. 28. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY THE OWNER FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. SUBMIT TEST REPORTS AND FURNISH TO DISPATCH COMMUNICATIONS ONE COMPLETE SET OF PRINTS SHOWING "INSTALLED WORK". 29. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, AND FALL POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 30. ALL WALL PENETRATIONS SHALL BE FIRE STOPPED WITH FS-ONE HIGH PERFORMANCE INTUMESCENT FIRE STOP BY HILTI OR APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 31. PROVIDE PULL BOXES PER NEC REQUIREMENTS AND FIELD CONDITIONS. IDENTIFY ALL CONDUIT PENETRATIONS, TURNS, EXPANSION JOINTS AND VERIFY FINAL CONDUIT ROUTE PRIOR TO CONSTRUCTION. NOTES S E03 POWER & LIGHTING PLANS CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION EXISTING BRICK WALL EXISTING BRICK WALL EXISTING ROOF TRUSS 5'-5" 9'-0" 12'-9" EXISTING BRICK WALL EXISTING BRICK WALL EXISTING ROOF TRUSS POWER PLAN SCALE:1/4"=1' FOR 11"x17" 1/2"=1' FOR 22"x34" 0' 2' 1' 4' LIGHTING PLAN SCALE:1/4"=1' FOR 11"x17" 1/2"=1' FOR 22"x34" 0' 2' 1' 4' 22,000 A.I.C. RECTIFIERS #1 & 2 HVAC UNIT #1 CKT # NEMA 1 HVAC UNIT #2 AMP DESCRIPTION DESCRIPTION AMP PANEL SCHEDULE W/200A MAIN C/B 208/120V 1Ø 3W - 10 KAIC LIGHTS/ EXIT SIGN OUTLETS BLANK HVAC CONTROLLER (LEAD LAG) CKT # # :-REFER TO SHEET E02 FOR BILL OF MATERIALS. # :-REFER TO THIS SHEET FOR POWER PANEL SCHEDULE. FOR RISER DIAGRAM SEE SHEET E01. WIRE & CONDUIT SPECIFICATIONS 3#12 & 1#12G IN 3/4" C (EMT) 2#12 & 1#12G IN 3/4" C (EMT) NOTES CONDENSER #1 CONDENSER #2 BLANK ALARMS RECTIFIERS #5 & 6 RECTIFIERS #9 & 10 RECTIFIERS #13 & 14 RECTIFIERS #3 & 4 RECTIFIERS #7 & 8 RECTIFIERS #11 & 12 RECTIFIERS #15 & 16 VA VA TOTAL CONNECTED LOAD = 37,712 VA POWER PLAN SCALE:1/4"=1' FOR 11"x17" 1/2"=1' FOR 22"x34" 0' 2' 1' 4' LIGHTING PLAN SCALE:1/4"=1' FOR 11"x17" 1/2"=1' FOR 22"x34" 0' 2' 1' 4' 22,000 A.I.C. RECTIFIERS #1 & 2 HVAC UNIT #1 CKT # NEMA 1 HVAC UNIT #2 AMP DESCRIPTION DESCRIPTION AMP PANEL SCHEDULE W/200A MAIN C/B 208/120V 1Ø 3W - 10 KAIC LIGHTS/ EXIT SIGN OUTLETS HVAC CONTROLLER (LEAD LAG) CKT # # :-REFER TO SHEET E02 FOR BILL OF MATERIALS. # :-REFER TO THIS SHEET FOR POWER PANEL SCHEDULE. FOR RISER DIAGRAM SEE SHEET E01. WIRE & CONDUIT SPECIFICATIONS 3#12 & 1#12G IN 3/4" C (EMT) 2#12 & 1#12G IN 3/4" C (EMT) NOTES CONDENSER #1 CONDENSER #2 ALARMS RECTIFIERS #5 & 6 RECTIFIERS #9 & 10 RECTIFIERS #13 & 14 RECTIFIERS #3 & 4 RECTIFIERS #7 & 8 RECTIFIERS #11 & 12 RECTIFIERS #15 & 16 VA VA 13 26 17, 19 02 18, 20 24 26 TYP.-2 13 26 13 26 14 26 18 25 N N E04 CABLE TRAY & ALARM PLANS CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION CABLE TRAY PLAN SCALE:1/4"=1' FOR 11"x17" 1/2"=1' FOR 22"x34" 0' 2' 1' 4' ALARM PLAN SCALE:1/4"=1' FOR 11"x17" 1/2"=1' FOR 22"x34" 0' 2' 1' 4' 23 30 BILL OF MATERIALS HVAC-1, 3 TON RUUD P/N RH1T36 (SEE PAGE M02) 42 SPACE, 200A, 120/ 240V, 3Ø AC LOAD CENTER (SQUARE D P/N QO342MQ200) CONTROLLER, LEADLAG, MARVAIR (SEE PAGE M03) LOW TEMPERATURE ALARM, DAYTON 2E206 SITE PRO 1 COAX ENTRY, 3 PORT, P/N E1635 SEE DETAIL 2/A06 HIGH TEMPERATURE ALARM, DAYTON 2E206 ALARM BLOCK, 52 TERMINAL TELCO BOARD, 3/4"x4'-0"x8'-0" AC PAINTED WHITE QUAD RECEPTACLES, 20 AMP - TWO(2) HUBBELL P/N 5362W W/ P82W PLATE TELCO ALARM BOX 16"x12"x16" NEMA 1 3'-6"X7' DOOR, FRAME, AND HARDWARE (SEE CONSTRUCTION NOTE 3 0N G01) LOCK PUSHBUTTON COMBO (CONFIRM W/ AT&T CM) EXTERIOR CABLE ENTRY GROUND BAR, 4"x24"x1/4" RECEPTACLE, 20A, 120V, TWISTLOCK - HUBBELL P/N 2310 W/ P720W PLATE EMERGENCY LIGHT/EXIT SIGN, LITHONIA QUANTUM PN H2MSWIG120SSB INTERIOR LIGHT SWITCH, 20 AMP HUBBELL P/N 1221 W/ P/N P1N WALL PLATE TELCO GROUND BAR, 2"x14"x1/4" MAGNETIC DOOR ALARM CONTACTS 4"x4" JUNCTION BOX MASTER GROUND BAR 1/4"x4"x24" TINNED (4'-6" A.F.F.) INTERIOR LIGHT FIXTURES, 4' FLUORESCENT,W/BULB T8 ELECTRONIC BALLAST LITHONIA P/N LB 2 32 120 GEB CONDENSATE PUMP, McMASTER CARR P/N 99575K41-120V, SINGLE PHASE (SEE SHEET M01) HOFFMAN #A-SE15X15X4NK, 15"x15"x4" SCREW COVER JUNCTION BOX HVAC-2, 3 TON RUUD P/N RH1T36 (SEE PAGE M02) SEE CABLE TRAY B.O.M. BELOW NEWTON INSTRUMENT #3017-1, BOLT NEWTON INSTRUMENT #A-1592, CORNER CLAMP NEWTON INSTRUMENT #2003-23, 18-INCH CABLE TRAY NEWTON INSTRUMENT #3018-4, 5/8" EXPANSION SHIELD NEWTON INSTRUMENT #3017-2, BOLT NEWTON INSTRUMENT #A-1589, SPLICE CLAMP CABLE TRAY PARTS-BOM NEWTON INSTRUMENT #3014-6, NUT NEWTON INSTRUMENT #3029-1, HANGER BRACKET NEWTON INSTRUMENT #3014-8, 5/8"-11 NUT NEWTON INSTRUMENT 5/8"-11 THREADED ROD NEWTON INSTRUMENT #3010-8, 3/8"x1 3/4" CAP SCREW NEWTON INSTRUMENTS #A-2213, CEILING HANGER BRACKET NEWTON INSTRUMENT #2085-8, 18" END CLOSING BAR * CONTRACTOR CAN SUBSTITUTE PARTS AS NEEDED TO COINCIDE W/ AT&T SPECS. EXISTING BRICK WALL EXISTING BRICK WALL EXISTING ROOF TRUSS 4'-5" 1'-7" EXISTING BRICK WALL EXISTING BRICK WALL EXISTING ROOF TRUSS N N 200A, 120/208V, 3Ø DISCONNECT (SQUARE D P/N CD324NRB) 100A, 480V, 3Ø DISCONNECT (SQUARE D P/N H363) 480V PRIMARY TO 120/ 208V SECONDARY 3Ø TRANSFORMER (SQUARE D P/N EXN15T6HCT) E05 GROUNDING PLAN & DETAILS CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION N GROUND TO WATERMAIN GROUNDING LEGEND SYMBOL DESCRIPTION EXOTHERMIC WELD MECHANICAL CONNECTION 1. ROOM LAYOUT IS NOT REPRESENTATIVE OF ACTUAL ROOM. FOR ACTUAL LAYOUT SEE PAGE E02. NOTES EQUIPMENT ROOM GROUNDING SCHEMATIC SCALE: N.T.S. #2 AWG BARE TINNED COPPER WIRE GROUND CONDENSATE PUMPS TO IGR GROUND HVAC UNITS TO IGR ROUTE GROUND CONDUCTOR THROUGH WALL TO EXTERIOR GROUND BAR GROUND METAL LOUVERS, CONDUITS, ETC. MASTER GROUND BAR @ ENTRY PORT FOR CABLE GROUNDING EXTERNAL GROUND BAR KIT MOUNTED OUTSIDE EQUIPMENT (SHOWN AWAY FROM WALL FOR CLARITY) #2 AWG GROUND CONDUCTOR AT ANTENNA GROUND BARS @ ANTENNA ARRAYS #2 AWG IN 1"C GROUND WIRE FROM EXTERNAL GROUND BAR TO WATER METER #2 AWG GROUND CONDUCTOR FROM INTERNAL GROUND BAR TO EXTERIOR GROUND BAR BOND CABLE TRAY SECTIONS CONNECT TELCO GROUND BAR TO IGR W/ #2 AWG EQUIPMENT GROUNDING BY OTHERS EQUIPMENT CABINETS NOT SHOWN FOR CLARITY #2 AWG GREEN, STRANDED INTERNAL GROUND RING (IGR) GROUND DOOR FRAME W/ #6 AWG INSULATED GREEN SOLID WIRE GROUND PANELBOARD, SURGE ARRESTOR, ATS, ETC TO IGR W/ #6 INSULATED GREEN SOLID WIRE TYPICAL DIRECTIONAL SPLICE W/ BURNDY CLAMP #6 AWG GREEN, STRANDED GROUND (TYP.) SCALE:N.T.S. GENERATOR PLAN GROUND GENERATOR (TYP.-2 PLACES) EXISTING GROUND RING HUBS, TWO HOLE STRAIGHT TONGUE, T & B SIZE TO SUIT HEAVY DUTY WATER PIPE GROUND CLAMP BURNDY TYPE NSNT/NI+NT OR GAR-TC SIZE TO SUIT WATER METER TO STREET 1. BURNDY TYPE GROUND CLAMP SHOULD BE ATTACHED ON STREET SIDE OF WATER CUT-OFF. VALVE IS INSULATED BETWEEN WATER METER & STREET GROUNDING CLAMP SHOULD BE ATTACHED TO STREET SIDE. CONDUIT SIZE AS SHOWN ON DWG INSULATED GROUNDING BUSHING O-Z GEDNEY TYPE HBLG SIZE TO SUIT #2 AWG BCW #2 AWG BCW NOTES WATER METER GROUNDING DETAIL SCALE: N.T.S. E06 GROUNDING NOTES & SCHEMATIC CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION 1. ALL DOWN CONDUCTORS AND THE GROUND RING CONDUCTOR SHALL BE #2 AWG, SOLID, BARE, TINNED COPPER, UNLESS OTHERWISE NOTED. ALL CONNECTIONS TO GROUND RING SHALL BE EXOTHERMICALLY WELDED. CONDUCTOR SHALL BE AT A MINIMUM DEPTH BELOW GRADE OF 18 INCHES OR TO LEDGE. MINIMUM BEND RADIUS SHALL BE 8 INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM ANY FOUNDATION, UNLESS OTHERWISE NOTED. 2. GROUND RODS SHALL BE 5/8" DIAMETER COPPER CLAD, HARGER, T&B, ERICO, OR EQUIVALENT. TOP OF ROD SHALL BE A MINIMUM OF 18" BELOW GRADE. IF LEDGE IS ENCOUNTERED, INSTALL GROUND ROD AT AN ANGLE. ELECTRICAL METER GROUND ROD EXCEPTED. 3. WHERE MECHANICAL CONNECTIONS ARE SPECIFIED, BOLTED, COMPRESSION-TYPE, CLAMPS OR SPLIT-BOLT TYPE CONNECTORS SHALL BE USED. 4. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD #2 CONDUCTOR AT 6" ABOVE GRADE OR FOUNDATION, WHICHEVER IS HIGHER. COLD-GALV AFTER. EXOTHERMICALLY WELD OTHER END TO GROUND RING. 5. INSTALL GROUNDING KITS AT ANTENNA CENTERLINE, AND TOWER EXIT POINTS. GROUND COAX LINES. EXOTHERMICALLY WELD #2 DOWN CONDUCTOR TO PLATES, RUN DOWN TOWER, AND TIE INTO GROUNDING SYSTEM. 6. ALL GROUNDING WORK SHALL COMPLY WITH AT&T CONSTRUCTION CONTRACT STANDARDS. FOLLOWING COMPLETION OF WORK, GROUND SYSTEM MUST BE TESTED AND SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS SUBMIT AN INDEPENDENT "FALL POTENTIAL" TESTING REPORT. 7. ALL GROUNDING CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE INSTALLED IN 3/4" SCH 40 PVC CONDUIT TO 12" BELOW GRADE. ATTACH PVC WITH GALVANIZED "C" CLAMPS. 8. CONTRACTOR SHALL HAND-DIG IN AREAS AROUND EXISTING UTILITIES. 9. NOTIFY CONSTRUCTION ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 10. GROUNDING RING IS SHOWN AS SCHEMATIC ONLY. IT IS DESIGNED WITHOUT BENEFIT OF RESISTIVITY TESTING AND DOES NOT NECESSARILY REPRESENT A GROUNDING SYSTEM TO MEET ANY SPECIFIC GROUND RESISTANCE. 11. PRIOR TO POURING CONCRETE, ALL REBAR LOCATED NEAR THE BOTTOM OF THE FOUNDATION SHALL BE BONDED TOGETHER TO FORM A SINGLE GROUNDING ELECTRODE, BY STEEL TIES OF OTHER EFFECTIVE MEANS APPROVED BY NEC 2011 AND STRUCTURAL ENGINEER, AND BONDED TO THE GROUND RING AS DETAILED IN THESE PLANS. (INSPECTION MAY BE REQUIRED PRIOR TO POURING CONCRETE AND MUST BE COORDINATED BY CONTRACTOR.) 12. IN ACCORDANCE WITH NEC 2011 REQUIREMENTS, ALL GROUNDING ELECTRODES PRESENT ON SITE SHALL BE BONDED TOGETHER (REFERENCE 2011 NEC ARTICLE 250.50). 13. CAULK AND SEAL ALL NON-FACTORY SHELTER PENETRATIONS. GROUNDING GENERAL NOTES GROUNDING SCHEMATIC - NSB SCALE: N.T.S. PROPOSED ANTENNA MOUNT (TYP.) PROPOSED CABLE BRIDGE #2 AWG ANTENNA SECTOR EQUIPMENT PLATFORM/ ROOM AGB EGB PROPOSED PANEL BOARD/ ATS PROPOSED TELCO PANEL NOTES 1. GROUND DIAGRAM IS SCHEMATIC ONLY. ALL WIRE SIZES AND CONNECTIONS TO BE MADE PER CLIENT SPECIFICATIONS 2. SCHEMATIC GROUNDING DIAGRAM IS FOR EACH SECTOR #6 AWG TOWER ACTS AS GROUNDING #2 AWG #2 AWG PROPOSED ANTENNA (TYP.) PROPOSED PIPE MOUNT (TYP.) PROPOSED RRH/ FMB/ SURGE ARRESTOR (TYP.) PROPOSED WUC PROPOSED CONDUITS PROPOSED GENERATOR #2 AWG TINNED SOLID COPPER EQUIPMENT GROUND RING PROPOSED GPS #2 AWG G.I. #2 AWG PROPOSED EQUIPMENT PLATFORM/ LADDER/ HANDRAILS #2 AWG WIRE LUG SIZE LUG # BOLT SIZE #2 1/4" - 20 NC x 1/2" S.S. BOLT & NUT WITH LOCKWASHERS #6 * USE EXOTHERMIC WHERE WELD IS NOT CALLED FOR. 1. ALL TESTING SHALL HAVE RESISTANCE OF 5 OHMS OR LESS. 2. EGR TESTING SHALL BE 5 OHMS OR LESS. IF A READING OF 5 OHMS OR LESS IS UNATTAINABLE, CONTACT AT&T FOR AN ACCEPTABLE SOLUTION. ANY READING GREATER THEN 5 OHMS WILL BE REVIEWED AND CAN BE ACCEPTED IN WRITING BY CLIENT. THE CONTRACTOR WILL BE HELD ACCOUNTABLE FOR ANY UNACCEPTABLE GROUNDING PRACTICES. 3. TEST TO BE PERFORMED *CHECK WITH CLIENT FOR ADDITIONAL TEST THAT MAY BE REQUIRED IN ADDITION TO THE FOLLOWING: a. CONTINUITY FROM MGB TO EGR b. CONTINUITY TO GROUND RODS SUBMIT AN INDEPENDENT "FALL-OF-POTENTIAL METHOD" TESTING REPORT. THREE SETS OF TEST DATA TO BE RECORDED AND SUBMITTED TO CELL SITE CARRIER. 1. ALL ABOVE GROUND CONNECTIONS SHALL BE CADWELD, UON. CRIMP CONNECTORS SHALL NOT BE USED ON SOLID CONDUCTORS. CADWELD MUST BE USED FOR FENCE CONNECTION. 2. WHERE GROUND CONNECTIONS ARE MADE THE CONTACT POINTS SHALL BE THOROUGHLY CLEANED AND MADE FREE OF FOREIGN MATERIAL SUCH AS PAINT AND CORROSION, TO ENSURE ADEQUATE BOND. 3. GROUNDING CONDUCTOR SHALL NOT PASS THROUGH METAL CONDUIT. ALL #1/0 AND #2 TINNED COPPER WIRES SHALL BE IN 1 1/4" PVC AND 3/4" PVC RESPECTIVELY, UNLESS OTHERWISE NOTED. 4. ALL GROUNDING CONNECTIONS TO THE GROUND BAR OR GROUND PLATE SHALL BE MADE WITH DOUBLE HOLE HYDRAULICALLY INDENTED STAINLESS STEEL LUGS. 5. GROUND CONNECTIONS TO ANTENNA MAST SHALL BE MADE WITH HEAVY DUTY GROUND CLAMPS SIMILAR TO BURNDY OR APPROVED EQUAL. 6. INSULATED COPPER GROUND WIRE SHALL BE COPPER, TYPE THHN/THWN COLOR CODED GREEN. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MISCELLANEOUS CONNECTIONS TO EGR. 8. ALL DETAILS ARE SHOWN DIAGRAMMATICALLY, ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 9. ALL GROUNDING CONDUCTORS SHALL BE SOFT-DRAWN BARE TINNED COPPER, UNLESS OTHERWISE NOTED. 10. GROUND SYSTEM MUST BE TESTED BEFORE AND AFTER AND SHALL HAVE A RESISTANCE OF 5 OHMS. CONTRACTOR TO SUBMIT AN INDEPENDENT "FALL-OF-POTENTIAL METHOD" TESTING REPORT. 11. ANTI OXIDANT COMPOUND SHALL BE APPLIED TO ALL GROUNDING CONNECTIONS (CTAPS, MAIN GND, MGB, ETC.). 12. THE CONNECTIONS TO THE MASTER GROUND BAR MUST FOLLOW THE PAN 1 METHOD. SEE SPECIFICATIONS. 13. THE GROUND RUN SHALL FOLLOW A DOWNWARD PATH FROM THE ANTENNAS TO THE MASTER GROUND BAR. 14. ALL CONNECTIONS SHALL BE MADE WITH A 8" RADIUS MINIMUM. 15. ANY GROUND WIRES, SOLID OR STRANDED THAT PASS THROUGH CONDUIT, METALLIC SLEEVE, OR CABLE COVER, SHALL BE BONDED AT BOTH ENDS. 16. WHERE CABLE COVERS ARE NON-CONTINUOUS, BOND ADJOINING COVERS WITH A #2 SOLID TINNED COPPER WITH A 2 HOLE LUG. 17. ALL ELECTRICAL GROUNDING SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATIONS FOUND IN THE CURRENT VERSION OF THE NATIONAL ELECTRIC SAFETY CODE (NECS), SECTION 9, GROUNDING METHODS FOR ELECTRIC SUPPLY AND COMMUNICATIONS FACILITIES. 1. CUT AND REMOVE A 2" SECTION OF CABLE JACKET SHOWN IN FIGURE #1. USE CARE NOT TO GOUGE OR CRUSH THE CABLE. 2. CLEAN THE EXPOSED SURFACE OF THE OUTER CONDUCTOR WITH BRONZE OR STEEL WOOL UNTIL THE SURFACE IS CLEAN AND BRIGHT. ALSO CLEAN 1" OF THE JACKET EACH SIDE OF THE CUT SURFACE WITH A CLEAN CLOTH. 3. WRAP THE COPPER GROUNDING CLAMP AROUND THE EXPOSED OUTER CONDUCTOR. SECURE THE GROUNDING CLAMP WITH THE STAINLESS STEEL HOSE CLAMP AS SHOWN IN FIGURE #1 AND #2. 4. ATTACH THE TWO HOLE GROUNDING LUG TO THE CABLE GROUNDING CLAMP WITH 1/4"-20 HARDWARE. SEE FIGURE #2. 5. CLEAN THE SURFACE THOROUGHLY WHERE THE SINGLE HOLE GROUNDING LUG IS TO BE CONNECTED. THE GROUNDING SURFACE MUST BE CLEAN OF ANY PAINT, GREASE, RUST OR OXIDATION FOR A GOOD ELECTRICAL CONTACT. THE GROUNDING SURFACE SHOULD BE A METAL TOWER MEMBER OR DOWN CONDUCTOR LOCATED BELOW THE GROUNDING CLAMP. THE GROUNDING WIRE SHOULD BE RUN STRAIGHT DOWN - NO DRIP LOOP. SEE FIGURE #2. 6. BOLT THE GROUNDING LUG ONTO THE PREPARED SURFACE WITH A 3/8" - 16 HARDWARE. AFTER TIGHTENING, PAINT THE GROUNDING LUG AND SURROUNDING AREA WITH A ZINC BASED CORROSION CONTROL PAINT. 7. WRAP THE GROUNDING LUG AND WIRE AT THE CLAMP ASSEMBLY WITH SEVERAL TURNS OF PUTTY TAPE AS SHOWN IN FIGURE #3. FORM THE PUTTY BY HAND AROUND THE LUG. WRAP THE REMAINDER OF THE PUTTY AROUND THE ENTIRE GROUNDING CLAMP AND LUG INCLUDING ONE INCH OF CABLE JACKET ON EACH SIDE OF THE CLAMP. FORM THE PUTTY AROUND THE GROUNDING CLAMP AND JACKET BY HAND TO ASSURE A WEATHERPROOF SEAL. SEE FIGURE #4. TO COMPLETE WEATHERPROOFING, APPLY FOUR LAYERS OF ELECTRICAL TAPE OVER THE PUTTY COVERED CONNECTION. OVERLAP EACH TURN, STRETCHING THE TAPE SLIGHTLY WHILE APPLYING THE FIRST TWO LAYERS AND LIGHTLY WRAPPING THE LAST TWO LAYERS. COMPRESS THE WRAPPINGS WITH BOTH HANDS TO INSURE COMPLETE CONTACT WITH ALL LAYERS OF TAPE. BUILDING GROUNDING GENERAL NOTES INSTALLATION NOTES TESTING NOTES WEATHERPROOFING KIT #2 AWG Cu STRANDED WIRE WITH GREEN, 600V, THWN INSULATION BONDED TO TOWER STEEL OR MONOPOLE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. TX/RX ANTENNA CABLE TO BTS (TYP.) STANDARD GROUND KIT (TYP.) (SEE NOTE) CIGBE GROUND BAR MOUNTED NEAR/BELOW ANTENNA JUMPER REQUIRED ONLY FOR 1 5/8"Ø COAX OR FOR EASE OF CONNECTION (TYP.) CONNECTOR WEATHERPROOFING KIT (TYP.) FROM TMA (WHEN REQUIRED) #6 AWG STRANDED Cu WIRE WITH GREEN, 600V, THWN INSULATION TO TRANSMIT ANTENNA TO TOWER MOUNTED AMPLIFIER UNITS (TMA)(WHEN REQUIRED) AND RECEIVE ANTENNA NOTES GROUND WIRE GROUNDING DETAIL SCALE: N.T.S. EXISTING COMPOUND GROUND RING #2 AWG (TYP.-2 PLACES) E07 GROUNDING DETAILS CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION 2 INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 B-6142. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 1 COPPER GROUND BAR, 1/4"X 4"X 20", NEWTON INSTRUMENT CO. CAT. NO. 5 5/8-11 X 1" H.H.C.S.BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 4 WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 3 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 1" 7/16" 2" 3/4" LEGEND GROUND BAR DETAIL SCALE: N.T.S. 8" RADIUS MIN. PAN 1 FUTURE ELECTRICAL GROUND SECTOR SECTOR #2 SOLID TINNED COPPER GROUNDING CONDUCTORS 1. THERE ARE ADDITIONAL CONNECTIONS TO THE MASTER GROUND BAR THAT ARE NOT SHOWN IN THIS DETAIL. 1. ALL COAXIAL CABLES LEAVING THE COMMUNICATION CABINET SHALL BE GROUNDED AT THIS POINT VIA CABLE GROUND KITS. NEWTON INSTRUMENT COMPANY OR EQUAL. #B-6142 (GROUND BAR 20" x 4" x 1/4"); #3061-4 (INSULATORS); #3015-8 (5/8" LOCKWASHERS); #A-6056 (WALL MOUNTING BRACKETS); AND #3012-1 (5/8"-11 X 1" H.H.C.S. BOLTS). 2. HYDRAULICALLY COMPRESSED LONG BARREL 2-HOLE GROUNDING LUG FOR GROUNDING CONDUCTORS BETWEEN CABLE AND THE MASTER GROUND BAR TERMINAL. THOMAS & BETTS #54811BE OR EQUAL. 3. HYDRAULICALLY COMPRESSED LONG BARREL 2-HOLE GROUNDING LUG FOR THE MAIN GROUNDING DOWN CONDUCTOR BETWEEN THE MASTER GROUND BAR TERMINAL AND THE MAIN GROUNDING ELECTRODE. THOMAS & BETTS #54862BE OR EQUAL. 4. 3/8" STAINLESS STEEL DIAMETER BOLTS TO CONNECT GROUNDING LUG TO THE GROUND BAR (TYPICAL). 5. 3/8" STAINLESS STEEL DIAMETER FLAT WASHER (TYPICAL). 6. 3/8" STAINLESS STEEL DIAMETER LOCK WASHER (TYPICAL). 7. 3/8" HEX HEAD STAINLESS STEEL NUT (TYPICAL). MAIN GROUNDING DOWN CONNECTOR MAIN GROUNDING DOWN CONNECTOR NOTES KEY NOTES MASTER GROUND BAR DETAIL SCALE: N.T.S. GROUND BAR ON WALL OR TOWER NOTE: 1. CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) ON ALL LUG CONNECTIONS. #6 AWG FROM ANTENNA CABLE GROUNDING KIT TWO HOLE LUG TO BE USED W/ #1/0 AWG BCW TO BUILDING OR GROUND RING GROUND WIRE INSTALLATION DETAIL SCALE: N.T.S. CIGBE TYPE GAR-TC CLAMP - OR CADWELD TO MAST COAXIAL JUMPER #2 AWG BCW TO CIGBE (TYP.) GROUND LUG TO TOWER ANTENNA OUTLINE TYPICAL COAXIAL JUMPER ANTENNA MOUNT GROUND DETAIL SCALE: N.T.S. #2 AWG TO CIGBE OR MIGB #2 AWG BCW CIGBE GROUNDING BAR, NEWTON, OR SIMILAR TO WITHOUT INSULATORS, MOUNTED OUTSIDE OF CABLE TRAY SIDE VIEW OF CABLE TRAY #6 AWG, JUMPER OF ANTENNA CABLE GROUNDING KIT INSIDE THE CABLE TRAY (TYP.) LUG (TYP.) LUG GROUND BAR MOUNTED ON CABLE TRAY DETAIL SCALE: N.T.S. A A 1. DOUBLING UP OR STACKING OF CONNECTIONS IS NOT PERMITTED 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS NOTES ELEVATION SECTION A-A MECHANICAL CONNECTION DETAIL SCALE: N.T.S. 1/2"x1 1/2" HEX BOLT GROUND BAR EXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYP.) GROUNDING CABLE NUT (TYP.) STAR WASHER (TYP.) TWO HOLE COPPER COMPRESSION TERMINAL GROUND BAR STAINLESS STEEL HARDWARE GROUNDING CABLE FLAT WASHER TO GROUND RING #2 AWG BARE TINNED COPPER WIRE (ROUTED BELOW OR THROUGH SIDE OF CONCRETE FORM TO GROUND RING CONCRETE PAD ERICO DIRECT BURIAL GROUND CLAMP (EK16/EK17) REINFORCING STEEL CONCRETE PAD GROUNDING DETAIL SCALE: N.T.S. 5/8"Ø x10'-0" LONG COPPER CLAD GROUND ROD FINISHED GRADE #2 AWG SOLID TINNED COPPER GROUND WIRE CADWELD 1. CADWLED TO GROUND RING AFTER GROUND ROD HAS BEEN DRIVEN INTO PLACE NOTES GROUND ROD DETAIL SCALE: N.T.S. DOUBLE BOLT GROUND LUG STRANDED TAP (C.U.) #2 INSULATED GREEN EQUIPMENT 1/4"- UNC X 1/2" BOLT (C.U.) NUT & WASHERS (TYP.) EQUIPMENT GROUNDING DETAIL SCALE: N.T.S. DOUBLE CRIMP "0" TAP (TYP.) #2 AWG INSULATED GREEN SOLID WIRE (TYP.) #2 AWG INSULATED GREEN SOLID WIRE (TYP.) 8" MIN RADIUS CONNCTION TO GROUND HALO DETAIL SCALE: N.T.S. 2 1/2"Ø MAX. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO-HOLE LUG. 3. WEATHER PROOFING SHALL BE ANDREW TWO-PART TAPE SUPPLIED WITH KIT. COLD SHRINK SHALL NOT BE USED. WEATHERPROOFING KIT (SEE NOTE 3) #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR)(SEE NOTES 1 & 2) CABLE GROUND KIT ANTENNA CABLE 12" TO 24" NOTES ANTENNA GROUND KIT DETAIL SCALE: N.T.S. M01 GENERATOR DETAILS CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION GENERATOR DETAIL SCALE: N.T.S NOTES 1. INSTALL GENERATOR PER MANUFACTURER REQUIREMENTS. M02 MECHANICAL DETAILS - I CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION 1. DRAIN PANS SHALL BE CAPABLE OF SUPPORTING AIR-HANDLER UNITS (APPROX. 200# EACH). PANS SHALL SUPPORT CONDENSATE PUMP - PUMP TO BE MOUNTED PER MFGR. SPECIFICATIONS TO SUCCESSFULLY PUMP OUT DRAIN PAN THRU 3/4" CWT DISCHARGE WITH CHECK VALVE. DRAIN PAN SHALL BE DETAILED BY CONTRACTOR BUT SHALL MEASURE APPROXIMATELY 4'X3'X4" HIGH. 2. CONTRACTOR SHALL INSTALL 3/4" CWT DRAIN LINE FROM DRAIN CONNECTION OF EACH AIR HANDLER THROUGH A SEAL TRAP (W/PLUG) TO THE CONDENSATE PUMP. 3. INDIVIDUAL 3/4" CWT DISCHARGES FROM EACH CONDENSATE PUMP SHALL BE RUN (PITCHED DOWN) TO EQUIPMENT ROOM EXTERIOR IN A COMMON 1" CWT DRAIN LINE TO AN EXISTING ROOF DRAIN WITH OWNER APPROVAL. 4. COMMON 1" CWT DRAIN LINE SHALL BE RUN ALONG WALL BASE (W/ PROPOSED AIR GAPS PER PLUMBING CODE) TO ROOF DRAIN. EXACT RUN TO BE FIELD DETERMINED WITH OWNER APPROVAL. 5. CONTRACTOR SHALL FURNISH/INSTALL (2) AIR HANDLERS WITH MINIMUM 18" ANGLE STEEL ELEVATED SUPPORT STRUCTURE INSIDE EQUIPMENT ROOM WALLS AS SHOWN - EXACT LOCATION TO BE FIELD DETERMINED WITH OWNER APPROVAL. UNITS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS INCLUDING CONDENSATE DRAINAGE OF NOTE (4). 6. CONTRACTOR SHALL INSTALL 22" X 10" SUPPLY DUCTWORK FROM AIR HANDLERS TOP DISCHARGE TO BRING IN CONDITIONED AIR THRU SUBCONTRACTOR SPECIFIED SUPPLY AIR REGISTER EXACT LOCATIONS TO BE FIELD DETERMINED INCLUDING CONSIDERATION OF EQUIPMENT INSIDE EQUIPMENT ROOM. SUPPLY DUCT WORK TO BE A MINIMUM OF 20 GAUGE GALVANIZED AND SHALL BE INSULATED WITH A MINIMUM OF 1 1/2" THICK FIBERGLASS INSULATION. * AIR HANDLERS SHALL NOT HAVE ELECTRIC HEAT OR OTHER TYPE OF HEATING UNLESS STATED OTHERWISE BY OWNER, I.E. UNITS ARE FOR AIR CONDITIONING ONLY. 7. RETURN AIR SHALL BE INTRODUCED BACK TO AIR HANDLERS (BOTTOM ENTRANCE) THRU 24" X 24" DUCT WORK LOCATED APPROXIMATELY 12" ABOVE FLOOR ELBOWED UP INTO AIR HANDLER. EXACT LOCATION TO BE FIELD DETERMINED. 8. CONTRACTOR SHALL FURNISH/INSTALL CONDENSING UNITS, MATCHED TO EACH AIR HANDLER. UNITS SHALL BE MOUNTED ON STEEL FRAME W/ RIBBED NEOPRENE VIBRATION INSULATORS ON THE ROOF OF THE BUILDING. CONDENSERS ARE BEING INSTALLED ARE AT A COMPLETELY DIFFERENT LOCATION. UNITS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS. CONTRACTOR SHALL INSTALL 7/8" VAPOR AND 3/8" LIQUID REFRIGERANT TUBING FROM AIR HANDLERS TO CONDENSING UNITS - EXACT LOCATIONS INCLUDING REQUIRED WALL/CEILING PENETRATIONS (WITH PROPER SEALING) SHALL BE FIELD DETERMINED WITH OWNER APPROVAL. 1" THICK ARMAFLEX INSULATION SHALL BE INSTALLED ON LIQUID REFRIGERANT COOLING LINE. 9. CONTRACTOR SHALL INSTALL THERMOSTATS. BOXES, SMOKE DETECTORS, TIME CLOCK, AND ASSOCIATED TO CONTROL AIR HANDLER OPERATIONS IN MAINTAINING REQUIRED EQUIPMENT ROOM TEMPERATURE. ALL WORK OF UTILIZING STRAIGHT THRU, ONE-ON-ONE THERMOSTATS TO BE DONE ONLY WITH OWNER APPROVAL. 10. ALL A/C PIPING IN EQUIPMENT ROOM MUST BE INSULATED TO PREVENT SWEATING. 11. CONTRACTOR TO VERIFY ALL PIPING SIZE WITH MANUFACTURER PRIOR TO INSTALLATION. 12. SEE SHEET BELOW FOR SPLIT-SYSTEM GENERAL NOTES. 13. DUCTWORK TO BE CONSTRUCTED OF GALVANIZED SHEETMETAL IN ACCORDANCE W/ "SMACNA" 2" PRESSURE CLASS. AT&T HVAC EQUIPMENT SCHEDULE SPLIT-SYSTEM 1 PHASE B.O.M. * CONTRACTOR SHALL VERIFY BREAKER SIZES WITH MANUFACTURER'S SPECIFICATIONS AIR HANDLER MANUFACTURER: MODEL: SYMBOL: COOLING (BTU/HR): NOMINAL TONS: VOLTAGE: CIRCUIT BREAKER*: RUUD RH1T3621MTAN AHU-1 & AHU-2 36,000 CONDENSING UNIT MANUFACTURER: MODEL: SYMBOL: COOLING (BTU/HR): NOMINAL TONS: ACCESSORIES: VOLTAGE: CIRCUIT BREAKER*: RUUD RA1636AJ1NA CU-1 & CU-2 36,000 HARD START KIT SK-A1 CONDENSATE PUMP VENDOR: MODEL: SYMBOL: VOLTAGE: CIRCUIT BREAKER*: McMASTER-CARR 99575K41 CP-1 & CP-2 N/A NOTES CONDENSER DETAILS SCALE: N.T.S. QUALITY ASSURANCE CONFIRM THAT UNITS WILL NOT INTERFERE WITH "QUIET ENJOYMENT" OF TENANT SPACES ADJACENT TO AND BELOW THE PROPOSED UNITS. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. COMPLIANCE: ARI 210,360; ASHRAE 15; ASME CODE. WARRANTY: WARRANTY FOR HVAC COMPONENTS SHALL BEGIN WHEN THE UNIT IS DELIVERED. MATERIALS SPLIT-SYSTEM UNITS: BY RUUD-OUTFITTED PER AT&T SPECIFICATIONS. COMPRESSORS: ALL COMPRESSORS USED IN THE HVAC UNITS SHALL BE SCROLL-TYPE COMPRESSORS AND SHALL BE SUITABLY EQUIPPED TO START UNDER LOW-AMBIENT TEMPERATURE CONDITIONS. CONTACTORS: CONTACTORS SHALL BE HEAVY-DUTY DOUBLE POLE DEVICES, DESIGNED FOR HARD STARTS. CONTROLS: THE HVAC UNITS SHALL BE CONTROLLED BY A STANDARD LEAD-LAG CONTROLLER. THE HVAC UNITS AND THEIR CONTROLS SHALL BE CONFIGURED SUCH THAT NO CONDITION (INCLUDING FAILURE OF THE LEAD-LAG CONTROLLER) WILL ALLOW MORE THAN ONE HVAC UNIT TO START AT THE SAME TIME. CONTROLS SHALL BE DESIGNED SUCH THAT ACTIVATION OF A SMOKE DETECTOR SHALL SHUT DOWN THE ENTIRE HVAC SYSTEM. STATUS MONITORING: THE SYSTEM SHALL PROVIDE INDICATION (NORMALLY-CLOSED CONTACTS WHICH OPEN ON ALARM CONDITION) THAT A GIVEN UNIT OR UNITS ARE INOPERATIVE. PUMPS: PROVIDE CONDENSATE PUMPS WITH LIQUID-TIGHT DRAIN PANS ON ALL SPLIT-SYSTEM AIR HANDLERS. COMPLY WITH MANUFACTURERS RECOMMENDATIONS TO SIZE CONDENSATE PUMP BASE ON VERTICAL DISCHARGE HEIGHT AND SITE SPECIFIC CONDITIONS. PROTECTION: THE SYSTEM SHALL INCLUDE SUITABLE PROTECTION FOR COMPRESSORS SUCH THAT NO COMPRESSOR CAN BE DAMAGED DUE TO HIGH-PRESSURE OR LOW-PRESSURE REFRIGERANT CONDITIONS, LOSS OF REFRIGERANT, OR SHORT-CYCLING. INSULATION MATERIALS FOR PIPING: 1) FLEXIBLE ELASTOMERIC CELLULAR INSULATION: FLEXIBLE EXPANDED CLOSED-CELL STRUCTURE WITH SMOOTH SKIN ON BOTH SIDES; TUBULAR MATERIALS, ASTM C 534, TYPE 1; SHEET MATERIALS, ASTM C 534, TYPE II. 2) FIRE PERFORMANCE: TYPE SUITABLE FOR SERVICE. 3) VAPOR BARRIER: TYPE SUITABLE FOR SERVICE. 4) INSULATION ACCESSORIES: INSULATING CEMENTS, ADHESIVE JACKETS TAPE, BANDS, WIRE, AND SEALING COMPOUNDS SUITABLE FOR SERVICE AND EXPOSURE. INSTALLATION INSTALL MATERIALS AND SYSTEM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE FOR EXPOSED WORK. COORDINATE WITH WORK OF OTHER SECTIONS. COMPLY WITH APPLICABLE REGULATIONS AND CODE REQUIREMENTS. PROVIDE PROPER CLEARANCES FOR SERVICING. SUPPORT PIPING PROPERLY. PITCH TO DRAIN POINTS. INSTALL WITH PIPE EXPANSION LOOPS, MECHANICAL EXPANSION JOINTS, AND ANCHORS. MAINTAIN INDICATED FIRE RATINGS OF WALLS, PARTITIONS, CEILINGS AND FLOORS AT PENETRATIONS. SEAL WITH FIRESTOPPING TO MAINTAIN FIRE RATING. INSTALL REFRIGERANT LINES ON SPLIT-SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. INSULATE LINES. FOR EXTERIOR APPLICATIONS, USE ULTRAVIOLET-RESISTANT INSULATION. USE PRESSURE-TREATED SLEEPERS TO SUPPORT LINES, A MAXIMUM OF 4 FEET ON CENTER ACROSS ROOFS AND FLAT SURFACES. CHARGE THE HVAC SYSTEM, TEST FOR LEAKS, AND VERIFY THE UNIT IS FULLY OPERATIONAL. CLEARLY LABEL AND TAG ALL COMPONENTS. TEST AND BALANCE ALL SYSTEMS FOR PROPER OPERATION. REMOVE AND REPLACE UNITS WHICH DO NOT OPERATE PROPERLY AT NO ADDITIONAL EXPENSE TO VERIZON WIRELESS. RESTORE DAMAGED FINISHES. CLEAN AND PROTECT WORK FROM DAMAGE. SUBMITTALS PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. OPERATION AND MAINTENANCE DATA: SUBMIT MANUFACTURER'S OPERATION AND MAINTENANCE DATA, INCLUDING OPERATING INSTRUCTIONS, LIST OF SPARE PARTS AND MAINTENANCE SCHEDULE. SPLIT-SYSTEM AIR CONDITIONING NOTES M03 MECHANICAL DETAILS - II CONSTRUCTION DRAWINGS CROTON-ON-HUDSON FA  14652291 SITE ID  NWL06362 1 VAN WYCK STREET CROTON-ON-HUDSON, NY IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. SHEET TITLE SHEET NUMBER CHECKED BY: GHN DRAWN BY: OSN PROJECT NUMBER: GT.015.0032 A 01.02.25 PRELIMINARY GREGORY NAWROTZKI NY LICENSE NO. 097512 GT 56 DEARBORN DRIVE OLD TAPPAN, NJ 07675 WIRELESS ENGINEERING 06.26.25 ISSUED FOR CONSTRUCTION AIR HANDLER DETAIL SCALE: N.T.S. SMART CONTROL DETAIL SCALE: N.T.S. NOTES 1. LEAD LAG/ THERMOSTAT CONTROLLER: COOLLINKS BY MARVAIR