HomeMy WebLinkAbout1000-96.-1-19.1 NUMBER ORACLE PTN
WSNYJ0073732 2191AIHG4G
WSNYJ0075909 2191AlHBEM
WSNYJ0074331 219IA1HGE8
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WSNYJ0074534 219IAlHKlZ
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WSNYJ0073817 2191AIHJCH
WSNY10074507 219IAlHKML
WSNYJ0075292 2191AIHBMZ
AT&T
EXISTING WIRELESS COMMUNICATIONS FACILITY WSNY10073746 2191A1HG56ERICSSON Olt!
6300 LEGACY DR-WE
SITE NAME: CUTCHOGUE PLANO,TX 75024
SITE ADDRESS: 21855 COUNTRY ROAD 48
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CUTCHOGUE, NY 11935
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1279 Route 300 Phone-
SITE ID: SINY009096
Newburgh.NY 12550
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—PLANNING BOARD
SWAP TYPE: WARM
FA NUMBER: 10106284 CUTCHOGUE
FA NUMBER:
CODE COMPLIANCE PROJECT DESCRIPTION SHEET INDEX 10106284
SITE ID:
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN
ANTENNA SCOPE OF WORK: EQUIPMENT SCOPE OF WORK: SHEET NO. DESCRIPTION REV SINY009096
ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
APPLICABLE CODES AS ADOPTED BY THE LOCAL GOVERNING REMOVE: REMOVE: T-I TITLE SHEET ADDRESS:
AUTHORITIES. GN-1 GENERAL NOTES
(6)COMMSCOPE NNHH-65A-R4 ANTENNAS 6 21855 COUNTRY ROAD 48
BUILDING/DWELLINC CODE: 2020 NYS BUILDING CODE (3)ALCATEL-LUCENT RRH4X25-WCS-4R (1)ARGUS TE21 POWER CABINET CUTCHOGUE,NY 11935
(1)ARGUS TE20 BATTERY CABINET GN-2 GENERAL NOTES 8
STRUCTURAL CODE: 2020 NYS BUILDING CODE (3)NOKIA AIRSCALE 4T4R B5 RRH
(1)UMTS CABINET
(3)ALCATEL-LUCENT B25 RR4x30-4R GN-3 SICNAGE
PLUMBING CODE: 2090 NYS PLUMBING CODE (2)VERTIV 48V/24V CONVERTERS PE STAMP
(3)NOKIA AIRSCALE 4T4R B12/14 RRH
MECHANICAL CODE: 2020 NYS MECHANICAL CODE (1) 100AMP VERTIV BATTERY DISCONNECT KIT(512) C-1 SITE PLAN B
ELECTRICAL CODE: 2017 NEC C-2 EXISTING AND PROPOSED EQUIPMENT PLANS 1 B
FIRE& LIFE SAFETY CODE: 2020 NYS FIRE CODE c-3 EXISTING ANTENNA PLAN 8
C-4 IPROPOSED ANTENNA PLAN BA M A
PROJECT TEAM
C-5 REDS SCHEDULE 8
(1)ERICSSON 6672
(1)ERICSSON 6610 C-6 ELEVATION B
STRUCTURE OWNER: APPLICANT- PROPOSED; z
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C-7 7 PROPOSED EQUIPMENT DETAILS 8
CROWN ATLANTIC COMPANY LLC AT&T MOBILITY CORP. (3) ERICSSON AIR6472 B77G B77M ANTENNAS PQPVER UPG
2000 CORPORATE DR 1 AT&T WAY
)l (3)COMMSCOPE NNH4-65A-R6H4 ANTENNAS C-8 PROPOSED EQUIPMENT DETAILS B rmn
CANONSBURG, PA 95670 BEDMINSTER,NJ 0792 1
(3)ERICSSION RADIO 4490 B15/612A RRH (1)NEQ.53010-NETSURE 512 FIELD RETROFIT KIT 60028248
S-1 STRUCTURAL DETAILS B 0
(3)ERICSSION RADIO 4494 814/1329 RRH (9)VERTtV-48V/-58V CONVERTERS 0
(3)ERICSSION RADIO 4890 1325/1366 RRH (1)VERTIV 48V/24V CONVERTERS SHELF FOR NID E-1 SITE POWER CALCULATION B 0
084829
I ENGINEER: (1)VERTIV 48V BATTERY CABINET WITH 200AMP DISCONNETS
G-1 GROUNDING DETAILS
(8)RELOCATE DEKA FAHRENHEIT 170S IN TE20 TO NEW BATTERY CAB B
1279
TECTONICROUTE 300
k4)RELOCATE DEKA FAHRENHEIT 170S IN TE21 TO NEW BATTERY CAB
NEWBURGH,NY 12550 (1 CONVERT FLX12 TO-48VDC(HEX FAN 24Y TO 48V)
(1)200AMP UPGRADE KIT FOR 512
(1)VERTIV-48VDC RECTIFIER
DRAWING BY:NG
AERIAL LOCATION MAP VICINITY MAP GENERAL CONTRACTOR NOTES PROJECT INFORMATION CHECKED BY:KZ
SITE ID: SINY009096TTALS
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1. DO NOT SCALE THE DRAWINGS. DESCRIPTION
SITE ADDRESS: 21855 COUNTRY ROAD 48
ti A 0201P-5 P-RELIMIJUARY REVISION
;l 0 Own 40 2. THE DRAWING SET IS SOLELY BASED ON INFORMATION CUTCHOGUE, NY 11935 WuEDFC-RPC_P_N'AT
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PROVIDED BY THE CLIENT. TECTONIC HAS NOT VISITED THE JURISDICTION: TOWN OF SOUTHHOLD
"A SITE TO VERIFY THE EXISTING FIELD CONDITIONS.
COUNTY: SUFFOLK tIf
m-*C 1,w 3. ALL EQUIPMENT GROUNDING ON AT&T SITE SHALL BE FIELD SECTION: 96
VERIFIED AND REMOVED OR RECONNECTED,AS REQUIRED.
BLOCK: 1
4. THE UP G R-A-DE IS EXPEC�IED TO BE A WAPM SWAP. LOT: 19.1 WORK ORDER NUMBER 12455101062B4
CONTRACTOR TO CONFIRM WITH THE CONSTRUCTION MANAGER.
ZONE/MAP: LIGHT INDUSTRIAL
Cli LAND SURVEYOR ISA
ti PROPERTY OWNER: ARTHUR JUNGE OF Sv__=_W4 7209 SUBSEGnON 2 OF THE NEVY YORK STATE
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SITE 21855 COUNTRY ROAD l
x ti OwGrul-E;gKC*!z9_D SM 00 C_r�-Qwrl,STAMP IN BLUE DR BLACK INK OF THE
SOUTHHOLD, NY 11971 PROFFEZWRAL EXAMNEMR OR LAND SURVEYOR SHALL NOT BE CONSIDERED
APPLICANT: AT&T MOBILITY CORP.
1 AT&T WAY SHEET TITLE
BEDMINSTER, NJ 07921
LATITUDE: N 41-01'46.4-/41.0295556- TITLE SHEET
8 Hands Fm LONGITUDE: W 72* 29'50.1"/-72.4972361
DATUM SOURCE: NAVID 88
GROUND ELEVATION: 58'-O"±AMSL
SHEET NUMBER
STRUCTURE TYPE: MONOPOLE
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CAILL YORK 8113 DAYS BEFORE Yl IY STRUCTURE HEIGHT: 108'-6"±AGL
Fees %-gm,nc 811 OR 1-800-272-4480 T-1
SCOPING CHECKLIST: DATED 11/07/2024
[GENERAL NOTES
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CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES OF ANY B.PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. Wff
NATURE.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF CURRENT BUILDING UNTIL COMPLETION OF CONSTRUCTION, C.FOR REGULATED TOWERS,FAA/FCC APPROVED PAINT IS REQUIRED.
CODE AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES,LATEST ATaT
VERSION,AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 19.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD D.DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL
2. CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ALL PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL.ANY UNUSUAL NUMBERS.CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE ENGINEER.
CONDITIONS AFFECTING THE PROPOSED WORK AND MAKE PROVISIONS AS TO 12.PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS,ANTENNA
THE COST THEREOF.CONTRACTOR SHALL BE RESPONSIBLE FOR 20.PROVIDE 45 HOURS WRITTEN NOTICE TO THE ENGINEER PRIOR TO THE CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND
E FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS,FIELD CONDITIONS COMMENCEMENT OF WORK. ENSURE THAT THEY ARE PLUMB.ANTENNA AZIMUTHS SHALL BE SET FROM
E ERICSSON
AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED TRUE NORTH AND BE ORIENTED WITHIN 57.AS DEFINED BY THE RFDS. 0
.ALL BROCHURES,OPERATING AND MAINTENANCE MANUALS,CATALOGS,SHOP i
AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY DISCREPANCIES 21 ANTENNA DOWNTILTS SHALL BE WITHIN 0.5%AS DEFINED BY THE PLAN6,TX 75024
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE DRAWINGS AND OTHER DOCUMENTATION SHALL BE TURNED OVER TORFDS.
COMMENCEMENT OF WORK. OWNER/CARRIER AT COMPLETION OF CONSTRUCTION.
13.ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A
3. PLANS ARE NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE A 22.COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR
ich
DIAGRAMMATIC OUTLINE ONLY,UNLESS OTHERWISE NOTED.THE WORK SHAH 50-OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED.AFTER DATE OF ACCEPTANCE BY.ANY WORK,MATERIALS OR EQUIPMENT Tecton' i
INCLUDE FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES,AND LABOR FOUND TO BE DEFECTIVE DURING THAT PERIOD SHALL BE CORRECTED 11
NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. IMMEDIATELY UPON WRITTEN NOTIFICATION AT NO ADDITIONAL COST TO THE 14.UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS PRAmeasatmom
MANUFACTURED BY UNISTRUT CORP,WAYNE,MI OR EQUAL.STRUT MEMBERS To--*bomeV Vm=mp!m!*�C*dofift&U-A Sam,-*ZUr=&
OWNER/CARRIER. _A,�Contact 2
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4. DIMENSIONS SHOWN ARE TO FINISH SURFACES,UNLESS OTHERWISE NOTED. SHALL BE 1 5/5-XI 5/8-Xl2GA,UNLESS OTHERWISE NOTED,AND SHALL BE 1279 Route 300 Phone.
SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE.THEREFORE,IT IS HOT-DIP GALVANIZED AFTER FABRICATION. Newburgh.NY 12550
www.t*ctonIcenqInW4m-,,*om
CRITICAL TO FIELD VERIFY DIMENSIONS.SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS,EXISTING CONDITIONS AND/OR DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL ALSO CONFORM TO 15.MINIMUM BEND RADIUS,OF ANTENNA CABLES SHALL BE IN ACCORDANCE
DESIGN INTENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A LATEST&APPLICABLE DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS WITH CABLE MANUFACTURERS RECOMMENDATIONS. CUTCHOGUE
CLARIFICATION FROM THE AUTHORIZED REPRESENTATIVE OR THE ENGINEER SHALL CONFORM TO THE LATEST AND APPLICABLE ANSI/TIA-222 STANDARD. 16.CONTRACTOR TO VERIFY ALL REQUIRED LENGTHS OF MATERIAL PRIOR TO FA NUMBER:
PRIOR TO PROCEEDING WITH THE WORK. 1. ALL ANTENNA MOUNTS AND ASSOCIATED APPURTENANCES SHALL BE ORDERING MATERIALS. 10106284
5. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN.MINOR INSTALLED WITH DOUBLE NUTS AND SHALL BE INSTALLED IN ACCORDANCE 17.CONTRACTOR TO TAG COAX CABLE AT BOTH ENDS WITH ANTENNA
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, WITH MANUFACTURER'S SPECIFICATIONS. DESIGNATION AS REQUIRED BY CONSTRUCTION MANAGER. SITE ID:
AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. SINY009096
2. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S
6. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING,AND SHALL RECEIVE
IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY RECOMMENDATION FOR INSTALLATION AND GROUNDING. 1. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, ADDRESS:
ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 3. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUNDING KITS. CHANNEL CABLE TRAYS,OR CABLE TRAY.WHEN INSTALLING FIBER OPTIC 21855 COUNTRY ROAD 48
FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. TRUNK CABLES INTO A CABLE TRAY SYSTEM,THEY SHALL BE INSTALLED
7. ONCE THE CONTRACTOR HAS RECEIVED AND ACCEPTED THE"NOTICE TO INTO AN INNERDUCT AND A PARTITION BARRIER SHALL BE INSTALLED CUTCHOGUE,NY 11935
PROCEED,"CONTRACTOR WILL CONTACT THE CONSTRUCTION MANAGER OF A.GROUNDING AT THE ANTENNA LEVEL. BETWEEN THE HIGH VOLTAGE CABLES AND THE INNERDUCT IN ORDER TO
RECORD A MINIMUM OF 48 HOURS PRIOR TO WORK START. B.GROUNDING AT MID LEVEL,TOWERS WHICH ARE OVER 200'-0", SEGREGATE CABLE TYPES.FIBER OPTIC TRUNK CABLES SHALL HAVE PE STAMP
APPROVED CABLE RESTRAINTS EVERY(60)SIXTY FEET AND SECURELY
5. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ALL PRODUCTS ADDITIONAL CABLE GROUNDING REQUIRED. FASTENED TO THE CABLE TRAY SYSTEM.NFPA 70(NEC)ARTICLE 770 RULES
OR ITEMS NOTED AS"EXISTING"WHICH ARE NOT FOUND TO BE IN THE SHALL APPLY.
FIELD. C.GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL.
2. THE TYPE TC-ER CABLES SHALL BE INSTALLED INTO CONDUITS,CHANNEL
9. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST D.GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. CABLE TRAYS,OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT
X
CONSTRUCTION SKILLS AND ATTENTION.CONTRACTOR SHALL BE SOLELY E.GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. EXCEEDING(6)SIX FEET.AN EXCEPTION;WHERE TYPE TC-ER CABLES ARE Vj�A R
MEANS,METHODS,TECHNIQUES,
RESPONSIBLE FOR CONSTRUCTION M NOT SUBJECT TO PHYSICAL DAMAGE,CABLES SHALL BE PERMITTED TO MAKE
SEQUENCES,PROCEDURES,AND FOR COORDINATING ALL PORTIONS OF THE 4. ALL PROPOSED GROUNDING BAR DOWNLEADS ARE TO BE TERMINATED TO A TRANSITION BETWEEN CONDUITS,CHANNEL CABLE TRAYS,OR CABLE TRAY f nj
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WORK UNDER CONTRACT,UNLESS OTHERWISE NOTED. THE EXISTING ADJACENT GROUNDING BAR DOWNLEADS A MINIMUM DISTANCE WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES,A DISTANCE(6)
10.ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT OF 4'-0"BELOW GROUNDING BAR.TERMINATIONS MAY BE EXOTHERMIC OR SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING.
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EXPERIENCED WORKMEN IN ACCORDANCE WITH APPLICABLE CODES AND THE COMPRESSION. NFPA 70(NEC)ARTICLES 336 AND 392 RULES SHALL APPLY.
LLI 09
BEST ACCEPTED PRACTICE.ALL MEMBERS SHALL BE LAID PLUMB AND TRUE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND 3. WHEN INSTALLING FIBER OPTIC TRUNK CABLES OR TYPE TC-ER CABLES INTO
AS INDICATED ON THE DRAWINGS. THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS,PRIOR TO
11.CONTRACTOR SHAH BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, INSTALLATION. CONDUITS,NFPA 70(NEC)ARTICLE 300 RULES SHALL APPLY.
ADJACENT AREAS,AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE 6. ALL CONNECTIONS FOR HANGERS,SUPPORTS,BRACING,ETC.SHALL BE 084829�<Z�z/
I AFFECTED BY THE WORK UNDER THIS CONTRACT.WORK SHALL CONFORM TO
INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION&
cv\
ALL OSHA REQUIREMENTS.
RECOMMENDATIONS.
12.CONTRACTOR SHALL COORDINATE HIS WORK AND SCHEDULE HIS ACTIVITIES
7. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/OESIGN
AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS OF THE &xp
DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING.
OWNER.
L=LIZ&1LE=_ DRAWINGsy:NC
13.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH 8. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ANTENNA,TMAS,
THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT,ANTENNAS DIPLEXERS,AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO ul 20 CHECKEO BY.KZ
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AND ANY OTHER PORTIONS OF THE WORK. INSTALLATION.
SUBMITTALS
14.CONTRACTOR SHALL MAINTAIN LIABILITY INSURANCE TO PROTECT THE OWNER. 9. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN
Rwv_ DATI:
DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. __=-,-
P L A 0 R0 -A 0212irvi PRELINMHARY R01 14 910
15.INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH a QW1205 S SU E 0 F 0 R,FERNV T
MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OR 10.ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED,
WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. EXCEPT THE RET CONNECTORS,USING BUTYL TAPE AFTER INSTALLATION AND
16.MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES,EQUIPMENT, FINAL CONNECTIONS ARE MADE.BUTYL TAPE SHALL HAVE A MINIMUM OF
ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL
IMPROVEMENTS,AND PIPING.REPAIR ANY DAMAGE THAT OCCURS DURING BE WRAPPED THREE TIMES.WEATHERPROOFING SHALL BE SMOOTH WITHOUT
CONSTRUCTION. E:
BUCKLING.BUTYL BLEEDING IS NOT ALLOWED.
17,REPAIR ALL EXISTING SURFACES DAMAGED DURING CONSTRUCTION SUCH
11.IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: ABBREVIATIONS
THAT THEY MATCH AND BLEND WITH ADJACENT SURFACES. W11 WORK ORDER NUMBER 12455.10106284 AL WRA T
WRY COW Tf
SEW- LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A
1 B.KEEP CONTRACT AREA CLEAN, HAZARD FREE,AND DISPOSE OF ALL DEBRIS A.TEMPERATURE SHALL BE ABOVE 50'F. AGL ABOVE GRADE LEVEL MAX MAXIMUM V-,CLAT*4 OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE
E ,
N411�'l
SEW P"HW
IIP - I
AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE AMSL ABOVE MEAN SEA LEVEL MFR MANUFACTURER -mmA I VI _-4 fACsvWtf ll_ 'T�A AN
fj��SEAL OR ORIGINAL STN M Of ffV-*OR SLA-ZX INK OF THE 1
PROPERTY OF THE OWNER SHALL BE REMOVED.LEAVE PREMISES IN CLEAN AWG AMERICAN WIRE GAUGE MGB MASTER GROUND BAR PROFESSIONAL EN CINEER OR LAND 31FTWFEVORs 3NOT SE CONSIDERED
BLDG BUILDING MIN MINIMUM Ma 2
DWG DRAWING N.T.S. NOT TO SCALE
FT FOOT (P) PROPOSED SHEET TITLE
EMT ELECTRICAL METALLIC TUBING PPC POWER PROTECTION CABINET
ELEV ELEVATION RBS RADIO BASE STATION
EQUIP EQUIPMENT
IN INCH(ES) GENERAL NOTES
(E) EXISTING INT INTERIOR
EXT EXTERIOR LB(S)OR# POUND(S)
SQU
FND FOUNDATION
S
F FIBER TYPF TYPICALARE FOOT
GALV GALVANIZED
GPS GLOBAL POSITIONING SYSTEM W/ WITH SHEET NUMBER
GND GROUND XFMR TRANSFORMER
LTE LONG TERM EVOLUTION
GN-1
lGENERAL INOTES
STRUCTURAL NOTES: 20.GRATING SHALL BE TYPE"GW"GALVANIZED WELDED STEEL BAR GRATING AS CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE
DISCONTINUITY WITH#6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE 000;
1. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE MANUFACTURED BY MCNICHOLS,OR APPROVED EQUAL.BEARING BARS SHALL CONDUIT CLAMPS.
AMERICAN INSTITUTE OF STEEL CONSTRUCTION"SPECIFICATION FOR BE AS FOLLOWS: Ramm i
5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND A I
STRUCTURAL STEEL BUILDINGS,ALLOWABLE STRESS DESIGN AND PLASTIC EXTERIOR GRATING 1 1/4-X 3/16- SERRATED(UON)
CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN
DESIGN". ACCORDANCE WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WITH THE
2. STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, INTERIOR GRATING 1 1/4-X 3/16- PLAIN {LION} POWER CIRCUITS TO BTS EQUIPMENT.
"STEEL FOR STRUCTURAL SHAPES FOR USE IN BUILDING FRAMING-,GRADE ALUMINUM I 1/4-X3/16-GAL SERIES (LION) 6. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE EQUIPMENT
50,UNLESS OTHERWISE INDICATED.IF THE MEMBER SIZES INDICATED ARE GROUND RING WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, ERICSSON;*-0
NOT AVAILABLE IN THIS GRADE,ASTM A572-HIGH-STRENGTH LOW-ALLOY BAND ALL EDGES,AND ATTACH TO SUPPORTING MEMBERS AT 18-ON 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS, 2 AWG STRANDED 63010 TLE_;�_�_:GRfvE
- CENTER WITH MODEL GG GALVANIZED G-CLIPS AS MANUFACTURED BY COPPER FOR OUTDOOR BTS. PLANO,TX 75024
COLUMBIUM-VANADIUM STRUCTURAL STEEL,GRADE 50,MAY BE GRATING FASTENERS INC.
SUBSTITUTED. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED.
21.EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ2 OR APPROVED EQUAL. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE
3. HOLLOW STRUCTURAL SECTIONS(HSS)SHALL CONFORM TO ASTM A500 INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PERMITTED.
"COLD-FORMED WELDED&SEAMLESS CARBON STEEL STRUCTURAL TUBING RECOMMENDATIONS,MINIMUM EMBEDMENT SHALL BE 4-3/4"UNLESS B. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE
Tectonic
IN ROUNDS AND SHAPES-,GRADE C.SUBSTITUTION WITH ASTM A53 PIPE IS OTHERWISE NOTED. GROUND RING,SHALL BE#2 AWG SOLID TINNED COPPER UNLESS OTHERWISE
NOT ACCEPTABLE. INDICATED. Team*E%*mwtq C&--Anu C��4;[mom UvMca DY.r-
22.ADHESIVE ANCHOR ASSEMBLIES SHALL BE AS MANUFACTURED BY HIL71 OR Cntf("to
4. FIELD WELDING IS NOT PERMITTED,UNLESS SPECIFICALLY INDICATED ENGINEER APPROVED EQUAL,AS FOLLOWS: 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED 1279 Route 300 Phonw. 507-65%
Newburgh,NY 12550 -
a?9 6551
OTHERWISE ON THESE DRAWINGS. BASE MATERIAL ANCHOR SYSTEM FOR GROUNDING CONNECTIONS. wwwAactontcongineadng.com
5. ALL FILLET WELDS SHALL BE MADE USING THE SHIELDED METAL ARC 10.USE OF 90*BENDS IN THE PROTEC11ON GROUNDING CONDUCTORS SHALL BE
WELDING(SMAW)PROCESS WITH E70XX ELECTRODES UNLESS OTHERWISE HOLLOW CMU OR BRICK HIT HY-270 AVOIDED WHEN 45'BENDS CAN BE ADEQUATELY SUPPORTED.ALL BENDS SHALL
CUTCHOGUE
NOTED. CONCRETE HIT HY-200 BE MADE WITH 12"RADIUS OR LARGER.
6. MISCELLANEOUS STEEL,INCLUDING THREADED RODS,CHANNELS,ANGLES, 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW FA NUMBER:
INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S GRADE. 10106284
PLATES,AND BARS SHALL CONFORM TO ASTM A36'CARBON STRUCTURAL WRITTEN INSTRUCTIONS.
STEEL", UNLESS OTHERWISE INDICATED. 12.ALL GROUND CONNECTIONS ABOVE GRADE(INTERIOR)SHALL BE FORMED USING SITE ID:
23.HAMMER DRILLS ARE NOT TO BE USED WHEN DRILLING HOLES FOR SLEEVE HIGH PRESS CRIMPS.EXCEPT FOR GROUND BAR CONNECTION FROM MGB TO SINY009096
7. U-BOLTS SHALL CONFORM TO ASTM A36 OR A307"CARBON STEEL BOLTS, OR EXPANSION BOLTS INSTALLED IN MASONRY BLOCKS/BRICKS. OUTSIDE.EXTERIOR GROUND SHALL ALL BE CADWELD CONNECTIONS.
STUDS,AND THREADED ROD 60000 PSI TENSILE STRENGTH-.ALL U-BOLTS 24.ALL INTERIOR STRUCTURAL STEEL SHALL BE SHOP PRIME COATED WITH A 13.COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD ADDRESS:
SHALL BE 1/2-DIAMETER IN 9/16"HOLES, UNLESS OTHERWISE NOTED. RUST-INHIBITIVE PRIMER EXCEPT AREAS TO BE FIREPROOFED NEED NOT BE CONNECTIONS.
INSTALL DOUBLE NUTS ON ALL CONNECTIONS. 21855 COUNTRY ROAD 48
PAINTED.SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH THE PAINT 14.ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED TO THE CUTCHOGUE,NY 11935
8. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554-ANCHOR BOLTS,STEEL, MANUFACTURER'S RECOMMENDATIONS.AREAS WHICH MAY BE INACCESSIBLE TOWER GROUND BAR.
36,55,AND 105-KSI YIELD STRENGTH-,GRADE 36. AFTER INSTALLATION SHALL RECEIVE TWO(2)COATS OF PRIMER.FINISH
15.APPROVED ANTIOXIDANT COATINGS(I.E.,CONDUCTIVE GEL OR PASTE)SHALL BE
9. STRUCTURAL CONNECTION a PAINT AS DIRECTED BY OWNER/CARRIER.oLTs SHALL BE HIGH STRENGTH BOLTS USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. PE STAMP
CONFORMING TO ASTM A325"STRUCTURAL BOLTS,STEEL,HEAT TREATED, 25.FIELD CONNECTIONS AND DAMAGED OR ABRADED AREAS OF SHOP PRIME
16.ALL EXTERIOR AND INTERIOR GROUND CONNEC710NS SHALL BE COATED WITH A
120/105 KSI MINIMUM TENSILE STRENGTH-.BOLTS SHALL BE 3/4 INCH COAT SHALL BE TOUCH-UP PAINTED WITH COMPATIBLE FIELD PRIMER. CORROSION RESISTANT MATERIAL
DIAMETER,TYPE X,UNLESS OTHERWISE NOTED.
26.ALL EXTERIOR STEEL SHALL BE GALVANIZED AFTER FABRICATION IN 17.MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND
10.MATCHING NUTS SHALL BE HEAVY HEX TYPE,CONFORMING TO ASTM A563 ACCORDANCE WITH ASTM A123-ZINC(HOT-DIP GALVANIZED)COATINGS ON SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE
"CARBON AND ALLOY STEEL NUTS-.WASHERS,WHERE REQUIRED,SHALL IRON AND STEEL PRODUCTS",UNLESS OTHERWISE NOTED. NEC.
CONFORM TO ASTM F436"HARDENED STEEL WASHERS". 18.BOND ALL METALLIC OBJECTS WITHIN 6 FT OF MAIN GROUND WIRES WITH 1-#2
27,ALL EXTERIOR BOLTS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED
11.FIELD CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE INDICATED. ALL IN ACCORDANCE WITH ASTM A153-ZINC COATING(HOT-DIP)ON IRON AND AWG TIN-PLATED COPPER GROUND CONDUCTOR.
0V7
rn
BOLTED CONNECTIONS SHALL BE MADE WITH NOT LESS THAN TWO(2)HIGH STEEL HARDWARE",UNLESS OTHERWISE NOTED. 19.GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION7-
SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING 0
STRENGTH BOLTS,OR EQUIVALENT WELD.
28.DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS,METAL SUPPORT CUPS
12.ALL STEEL SUPPORTS SHALL BE INSTALLED WITH DOUBLE NUTS AND SHALL IN ACCORDANCE WITH ASTM A750"REPAIR OF DAMAGED AND UNCOATED OR SLEEVES THROUGH WALLS OR FLOORS.WHEN IT IS REQUIRED TO BE HOUSED IN
BE INSTALLED SNUG TIGHT. CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC x hl
AREAS OF HOT-DIP GALVANIZED COATINGS",USING GALVANIZING COMPOUND x j
MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED.WHERE USE OF METAL
13.STRUCTURAL CONNECTIONS SHALL BE SNUG TIGHT IN ACCORDANCE WITH THE AS MANUFACTURED BY ZINGA-USA OR ZINC KOTE,OR ENGINEER APPROVED CONDUIT IS UNAVOIDABLE(E.G.,NON-METAL IC CONDUIT PROHIBITED BY LOCAL
EQUAL,WITH A MINIMUM METALLIC ZINC CONTENT OF 95%BY WEIGHT IN 0840
RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS"SPECIFICATION FOR CODE)THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL
DRY FILM.DRY FINISHED COATING THICKNESS SHALL BE 3 MILS MINIMUM.
STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS-,UNLESS CONDUIT.
DAMAGED AREAS OF STEEL SHALL BE REPAINTED TO MATCH ANY EXISTING 130
OTHERWISE NOTED. FINISH (IF APPLICABLE).
14.BOLTS IN SLIP-CRITICAL CONNECTIONS SHALL BE FULLY PRETENSIONED BY 29.STEEL WORK SHALL BE SUBJECT TO SPECIAL INSPECTIONS DURING
THE TURN-OF-NUT METHOD IN ACCORDANCE WITH THE RESEARCH COUNCIL CONSTRUCTION AS REQUIRED BY THE CODE.
ON STRUCTURAL CONNECTIONS"SPECIFICATIONS FOR STRUCTURAL JOINTS DRAVVINGBY:NC
USING ASTM A325 OR A490 BOLTS". 30.CONTRACTOR TO REMOVE MASTIC ON THE EXISTING WALL/PARAPET AT EVERY CHECKED BY:KZ
STEEL SUPPORT ATTACHMENT AND REPOINT MASONRY AS REQUIRED.A BED
---I
15.ANCHOR BOLTS SHALL BE TENSIONED BY THE TURN-OF-NUT METHOD AFTER OF SILICONE SHALL BE APPLIED ALL AROUND THE STEEL SUPPORT SUBMITTALS
GROUTING OF BASE PLATES. ATTACHMENT TO MAKE IT WEATHERPROOF.
la- DATE,
16.ALL HOLES FOR BOLTS SHALL BE 1/16 INCH LARGER THAN THE BOLT 31.ALL HOLES TO BE ADDED IN THE FIELD SHALL BE PUNCHED OR DRILLED. A MM&S P R E W!0;AUR Y R VVI 5!Q N
DIAMETER WITH AN EDGE DISTANCE OF AT LEAST 1 1/2 TIMES THE BOLT NO HOLE BURNING SHALL BE ALLOWED. REPAIR GALVANIZING IN rs OVIWIS FOR PERMIT
DIAMETER AND A SPACING OF AT LEAST 3 TIMES THE BOLT DIAMETER.ALL ACCORDANCE WITH ASTM A780.
BOLTS SHALL BE PROVIDED WITH PALNUTS OR LOCK NUTS
32.THE NOTES CONTAINED HEREIN ARE NOT PROJECT SPECIFIC.THE
17.CONTRACTOR SHALL COMPLY WITH AWS D1.1 "STRUCTURAL WELDING CODE CONTRACTOR SHALL UTILIZE ALL NOTES WHICH SOLELY PERTAIN TO THE
DEPICTED ON THESE DRAWINGS.
STEEL"FOR PROCEDURES,APPEARANCE AND QUALITY OF WELDS,AND FOR WORK LY-)
METHODS USED IN CORRECTING WELDING.ALL WELDERS AND WELDING
PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS"STANDARD WORK ORDER NUMBER 12455,10106284
QUALIFICATION PROCEDURES".
1. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO, A f
JUN 10 2025 11 IG
SEAL OF ISA
LIGHTNING PROTECTION,AND AC POWER GES'S)SHALL BE BONDED TOGETHER,AT VIOLATION OF SECTMN720 WeSE-CrION 2 OF THE Nal?YORK STATE
18.METAL DECK SHALL BE FORMED STEEL DECK AS MANUFACTURED BY OR BELOW GRADE,BY TWO OR MORE COPPER BONDING CONDUCTORS IN SOUTHOLD T OWN
Oft;-04,kj
VULCRAFr,INC.OR APPROVED EQUAL DECK SHALL BE FABRICATED FROM ACCORDANCE WITH THE NEC. s9W,C9 STAW 9-BLUE�_R 61-M-4k INA OF THE
PLAN4ixG SOARID oluce;&PROFE-5530Wk ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED
GALVANIZED STEEL CONFORMING TO ASTM A653,"STEEL SHEET, 2. THE SUBCONTRACTOR SHALL PERFORM GROUND TEST ON AT&T GROUND SYSTEM.A vAL__c_WW_s
ZINC-COATED(GALVANIZED)OR ZINC-IRON ALLOY-COATED(GALVANNEALED) HAND-HELD,CLAMP-ON STYLE METER MAYBE USED.PROVIDE REPORT WITH
BY THE HOT-DIP PROCESS",STRUCTURAL QUALITY.COATING SHALL CONFORM RESULTS TO AT&T. SHEET TITLE
TO CLASSIFICATION G60.
3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING
19.ALL OPENINGS REQUIRED IN THE DECK WHICH ARE NOT SHOWN ON THE AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF GENERAL NOTES
STRUCTURAL DRAWINGS SHALL BE CUT IN THE FIELD ONLY AS APPROVED CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT.
BY THE ENGINEER.
4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY
SHEET NUMBER
GN-2
NOTICE CAUTION
AF It
3
ERICSSON
Beyond This Point you are entering Beyond This Point you are entering
PL4N6,TX 75024
2
a controlled area where RF a controlled area where RF
<0 AT&T
emissions may exceed the FCC emissions may exceed the FCC C2
General Population Exposure Limits. Occupational Exposure Limits, GENERAL SIGNAGE GUIDELINES
Follow all posted signs and site guld elines Obey all posted s*gns and site guidelines
ror working in RF environment. for klorking in RF entrifonment-
STRUCTURE TYPE INFO SIGN#1 INFO SIGN#2 INFO SIGN#3 INFO SIGN#4 INFO SIGN 45 STRIPING NOTICE SIGN CAUTION SIGN Tectonic
ALERTING SIGN FUMCAL SGUMOM U01MMONALMMCL
Exvmmw�-q Comedt-oft laiob�&Land Griiiyin PF c-
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TOWERS 1279 Route 300 Phone:�SB(453 5e7-665D
NewburVh,MY 12550 )0 529-0531
NOTICE SIGN CAUTION SIGN ENTRANCE GATE
SHELTER DOORS ON THE SHELTER AT THE HEIGHT
DOOR OR ON ONE OF THE FIRST
S MONOPOLEIMON CLIMBING SIDE OF ON BACKSIDE OF ON THE SIDE OF OPINEIMONOPALM OR ON THE THE TOWER ANTENNAS ANTENNAS OUTDOOR CLIMBING STEP, CUTCHOGUE
OUTDOOR EQUIPMENT MIN,9FT ABOVE,
T CABINETS CABINET GROUND
i I I FA NUMBER:
ENTRANCE GATE ON THE SHELTER AT THE HEIGHT
0 0 A SHELTER DOORS DOOR OR ON ONE OF THE FIRST 10106284
IIIIARNING! I ON THE SIDE OF
SCE TOWERS/TOWERS WITH HIGH VOLTAGE OR ON THE CLIMBING SIDE OF ON BACKSIDE OF OUTDOOR CLIMBING STEP,
PROPERTY OF AT&T Y OUTDOOR THE TOWER ANTENNAS ANTENNAS SITE ID:
EQUIPMENT MIN 9FT ABOVE,
DANGER DID NOT TOUCH TOWER! SINY009096
CABINETS CABINET GROUND
ENTRANCE GATE ON THE SHELTER
SERIOUS"RF"BURN HAZARD! AUTHORIZED B SHELTER DOORS ON THE ROLE,NO DOOR OR ON ONE 1ADDRESS:
LESS THAN 3FT ON BACKSIDE OF ON THE SIDE OF
LIGHT POLESIFLAG POLES OR ON THE OUTDOOR
MAINTAIN AN ADEQUATE BELOW THE 21855 COUNTRY ROAD 48
CLEARANCE BETWEEN TOWER PERSONNEL ONLY A OUTDOOR ANTENNA ANTENNAS ANTENNAS EQUIPMENT
CUTCHOGUE,NY 11935
SUPPORTS AND GUY WIRESC
CABINETS CABINET-—----
FAILURE TO 02EY ALL POSTED SIGNS AND SITE ENTRANCE GATE ON THE ROLE,NO ON THE SHELTER IF GP MAX VALVE OF MPE AT
GUIDELINES FOR WORKING IN A RADIO
FREQUENCY ENVIRONMENT COULD RESULT IN K SHELTER DOORS LESS THAN 3FT DOOR OR ON ONE ANTENNA LEVEL IS:0-99%:NOTICE PE STAMP
IN CASE OF EMERGENCY,OR PRIOR TO UTILITY WOOD POLES(JAR) OR ON THE ON BACKSIDE OF ON THE SIDE OF OUTDOOR SIGN;OVER 99%CAUTION SIGN AT
SERIOUS INJURY.CONTACT CURRENT MAY
EXCEED LI 1ITS PRESCRIBED 1,14 ANSIIEEE PERFORMING MAINTENANCE ON THIS SITE, BELOWTHE ANTENNAS ANTENNAS
C95 1-1992i"FOR CONTROLLED ENVIRONMENT. CALL 800-638-2822 AND REFERENCE CELL OUTDOOR ANTENNA EQUIPMENT NO LESS THAN 3FT BELOW
CABINETS ER NOTICE OR CAUTION SIGN AT NO NO NE
ON THE POLE,NO
0 0-t-t 0 SITE NUMBER: 3 CABINET ANTENNA AND 9FT ABOVE GROUND
r SHELTER DOORS DOOR OR ON ONE LESS THAN 9FT ABOVE GROUND:
0 0 ENTRANCE GATE ON THE SHELTER
ON BACKSIDE OF ON THE SIDE OF LESS THAN 3FT
iA AR
OR ON THE OUTDOOR ONLY IF THE EXPOSURE EXCEEDS
ALERTING SIGN MiCROCELLS MOUNTED ON NON-JAP POLES
F OUTDOOR BELOW THE ANTENNAS ANTENNAS ANTENNA
f EQUIPMENT 90%OF THE GENERAL PUBLIC
CO
CABINETS CABINET EXPOSURE AT 6FT ABOVE GROUND
INFO SIGN#5 E
ROOFTOPS '- LU
E
T AT ALL ACCESS POINTS OF THE ROOF X
ON ANTENNAS x x X
INFORMATION . ........
at&t 084829
F CONCEALED ANTENNAS x X
AT&T operates felocommunicaden antennas at this localich RetAtnal R ANTENNAS MOUNTED FACING OUTSIDE X X
fa
least 3 feet away from any antenna and cb y at!posted signs, INFO SIGN#3 0
Contact the on of tie antenna(s)before t-king closer than 3 feet ROOFTOP GRAPH:
from the amer.na
Contact AT&T at pd.,1.prid-1.9 any M ADJACENT To'ainionanco or repairs near AT&T anlein as This Is RADIATION AREA IS WITHIN 3FT FROM ANTENNA X
EACH ANTENNA EITHER NOTICE OR CAUTION SIGN
Con the management orrine i!this docrMatch1gale Is fmnd unrocked. NFORMATION DIAGONAL, (BASED ON'ROOFVIEW RESULTS) DRAWING BY:NC
RADIATION IS BEYOND 3FT FROM ANTENNA X ADJACENT TO YELLOW STRIPING AS AT ANTENINASIBARRIER
A EACH ANTENNA TO ROOF VIEW GRAPH CHECKED BY:KZ
ACTIVE ANTENNAS ARE MOUNTED .......
ADJACENT TO
N ON THE SHELTER
ON BACKSIDE OF ON THE SIDE OF CAUTION SIGN AT
ACCESS TO EACH ANTENNA DOOR OR ON ONE SUBMITTALS
INFORMACION LION THE OUTSIDE OF THIS BUILDING T CHURCH STEEPLES SAMPLE ANTENNAS ARE ANTENNAS ANTENNAS OUTDOOR THE ANTENNAS —U�T—E i
F1BEHIND THE PANEL CONCEALED EQUIPMENT CA511NIF1 Rev- DESCR-PT-10N
A W2 1 Q 5 PRELIP-41NARY RED SIB
THIS STRUCTURE E ON THE SHELTER
❑ ACCESS t—B 03119/25 *SvED FOR PE:P-Mff,
ON BACKSIDE OF ON THE SIDE OF DOOR OR ON ONE CAUTION SIGN AT
go 2 P-r T SAMPLE ANTENNAS ANTENNAS THE ANTENNAS
-1 WATER STATIONS OUTDOOR
Comurl esamnepmp!ela,iootuspopleiae.osdalasantenasaniesdu STAY BACK A MINIMUM N EQUIPMENT CABINET
dW,mci.a manor do 3 pi-do 1.anteria OF 3 FEET
NC—niq-esu—AT&T antes de realize;oralquier mantenimiento a FROM THESE ANTENNAS
reparadenes cerco de las antenas do AT&T. AT"* vW A-�.t%0 NOTES FOR ROOFTOP SITES:
s Instru-nons poor to performing any maintenance or 1,EITHER NOTICE OR CAUTION SIGNS NEED TO BE POSTED AT EACH SECTOR AS CLOSE AS POSSIBLE TO:THE OUTER EDGE OF THE STRIPED OFF AREA OR THE OUTER ANTENNAS OF THE SECTOR
-pairs closer than 3 feet from the antennas A
2 IF ROOFVIEW SHOWS:ONLY BLUE=NOTICE SIGN,BLUE AND YELLOW=CAUTION SIGN,ONLY YELLOW=CAUTION SIGN TO BE INSTALLED. —-------------------
FavQr do comunicame,con to aficina do[a admIntsbrad6n do[adIficia 51 85ta 3.SHOULD THE REQUIRED STRIPING INTERFERE WITH ANY STRUCTURES OR EQUIPMENT(/VC,VENTS,ROOF HATCH,DOORS,OTHER ANTENNAS,DISHES,ETCJ,
puma o ccripuarla se onctrantra sin candado TIM it 5-�-F WORK ORDER NUMBER 12455-10106284
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PLEASE NOTIFY AT&T TO MODIFY THE STRIPING AREA,PRIOR TO STARTING THE WORK.
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SHEET TITLE
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IiL SHEET NUMBER
GN-3
SITE PLAN DISCLAIMER
NOTE: EXISTING PROPERTY op E R T Y SETBACKS TO REMAIN UNCHANGED.
THE EXISTING SITE PLAN IS BASED ON A SET OF CONSTRUCTION A&
DRAWINGS PREPARED IN CONJUNCTION WITH AN EARLIER UPGRADE AND AFA
LIMITED PHOTOS PROVIDED BY THE CLIENT.TECTONIC HAS NOT VISITED
THE SITE TO VERIFY THE EXISTING FIELD CONDITIONS AND THEREFORE ATIOL4
MAKES NO CLAIMS AS TO THE ACCURACY OF INFORMA11ON DEPICTED
ON THIS SHEET.CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS
PRIOR TO INSTALLATION.
E�ISTII IG T;- E
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6300 LEGACY EAPVE
PLANO,TX 75024
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EXi*-'JIN( Dul-JCi-E
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CUTCHOGUE
FA NUMBER,
10106284 t
SITE ID:
SINY009096
EXI"JINU G-EiIL`-`AlCIP ADDRESS:
-)Ot-PE7 F-D TYP J CIA
21855 COUNTRY ROAD 48
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CONCRETE PAD(SEE PLAN 1/C-2&2/C-2) PLANNING BOARD----j WORK ORDER NUMBER 12455,101 D6284
SM OF A LICUMM E-NEGAIIE0A 0A LANE)MqWe-,OR IS A
1 V-0-ATIO-ni Of SECTHMN 7209 S-U4XkCr0i Z OF THE NEW YORK STATE
CAtG7VL V--keC-s5Zl-SEAL M-ORICOM STM MIN BLUE OR BLACK INK OF THE 1
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L x SHEET TITLE
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SHEET NUMBER
C-1
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EXISTING EQUIPMENT LAYOUT IS BASED ON LIMITED SITE _
PHOTOS AND PREVIOUS CONSTRUCTION DRAWINGS PREPARED INAlk
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REMOVE UMTS CABINET
EXISTING: (1)EMERSON STD-48VDC OUTDOOR NETSURE 512 SYSTEM 525A{W f 100A DISCONNECTS} a 11 I •,"`,F' L},u _ I
UPGRADE:(1)200AMP UPGRADE KIT FOR 512 i� EXISTING PURCELL FLEX 21 CABINET{ABOVE, STACKED}
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INSTALL (9}VERTIV 48f58V CONVERTERS _LT;'- AND EXISTING PURCELL FLEX 12 CABINET(BELOW) ;
1 DEKA BEN ;L , FRO O CONVERT: SUBMITTALS
EXISTING: (8}DEKA FAHRENHEIT 1705(DCPP} 4' DEKA
f _. (1) FLX 12 CABINET TO—48VDC{HEX FAN 24V TO 48V}
RELOCATE(8) DEKA FAHRENHEIT 170S IN TE20 TO NEW BATTERY CAB Y _ ADD: V.
RELOCATE 4 DEKA FAHRENHEIT 170S IN TE21 TO NEW BATTERY CAB _ _ -ION
(} s (1)COMMSCOPE 48f24V CONVERTER ,� .SSE F0P T
CONVERT: (1)FLX12 PURCELL TO REMAIN,CONVERT TO-48V(HEX FAN 24V TO 48V)(WITH D2 SIAD} I :;
EXISTING: (1)FLX21 BBU CABINET r
EXISTING:VZN NID{1G VZN} IS ON-24VDC(INSTALL BREAKER FOR NID IN 512)
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SITE:I ED:
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N.G SOAQ 1 4-0 1 ocr-'At�.Ni VIA FROWT no rm WG�i"I WE'Ah
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pmNsvowpi vWsmTROR mmumum VMS mn"Ommmuo
SHEET TITLE
EXISTING ANTENNA PLAN
SHEET NUMBER
EXISTING ANTENNA PLAN AFL SECTQRS� �.,
C-3
TRUE NORTH
I i
NOTES:
1. MATCH ANTENNA TIP HEIGHTS.
2. EXISTING UNUSED COAX CABLES AND POWER
TRUNKS TO BE REMOVED AS NEEDED,
s
CONTRACTOR TO COORDINATE REMOVAL WITH A"&
THE CONSTRUCTION MANAGER.
3.TOP RAIL SUPPORT KIT TO BE INSTALLED M�T&T-
{SECTOR A) ALONG ALL SECTORS.
Lto
MOUNT NOTE:
I-- Ld REFER TO THE MOUNT ANALYSIS REPORT BY
:D U)
TECTONIC ENGINEERING DATED 03/19/25.
-2i < ERICSSON
Y
< <
(TYP)
3'-O"± 300 LECAC DRIVE 6
�Al) @ (TYP) Q PLANO,TX 75024
t
Tectonic
Tod"k Domvtq Cmm-ftft Ova*=& D.PQ
1279 R-A.300 Phan.,=557-8658
Newburgh,NY 12550 522-6531
WWWA-tonk-nginearing.com
--------- CUTCHOGUE
RELOCATED RAYCAP DC6-48-60-18-8F, IF REQUIRED (TOTAL OF 2)
(TYP)
PROPOSED ERICSSON RADIO 4490 B5/1312A FA NUMBER:
10106284
(TYP OF 1 PER SECTOR,TOTAL OF 3)
PROPOSED RRU MOUNT{TYP) SI SITE NY009 ID:
096
0
ADDRESS:
21855 COUNTRY ROAD 48
CUTCHOGUE,NY 11935
E I r I 1'-)1'':0)F C-1 L L
B1
PE STAMP
E iN H H-C-5 A-P 4 N 1,FXI`1-P`IC-' C�Av:IAS1 Fl
TF'OF I PER SE%--TC`R,
A
o
A
rf-ii
im
it
A�-
RELOCATED MOUNT PIPE
(TYP AT 3 LOCATIONS)
PROPOSED ERICSSON RADIO
08482-9
4890 B25/866 (TYP OF 1
PER SECTOR,TOTAL OF 3) ASS
(SECTOR 8)
PROPOSED ERICSSON RADIO
C;F- I�,i I
(SECTOR C) 4494 B1 4/B29 (TYP OF 1
PER SECTOR,TOTAL OF 3) PROPOSED ERICSSON
AIR6472 B77G B77M ANTENNAS DRAWING sy: NO
(TYP OF 1 PER SECTOR,TOTAL OF 3) CHECKED BY:KZ
SUBMITTALS
RLM
A MIMS pevisn-N
--7S—SUED F-IR-PERkliT
L
UN0
U,
SOUTHOLD 1OViN
PROPOSED COMMSCOPE WORK ORDER NUMBER 12455-10106284
PLANNING SOA-RID
NNH4-65A-R6H4 ANTENNAS LLm-411t��----]
q~----W-W TERAU"ORALWOR4 10 A --'hil 11m-
(TYP OF 1 PER SECTOR,TOTAL OF 3) sm cf A 111=4-31-90 pWfss-Kv*t ENGWZER CR
YHMLAIKVi C-- fl-�-I 10m,z C9-INE W.it STAIE
CWGGWAL EIL-W—W-0 SM-OR=--U�,AL SAUP 114 WOVE CR KACK VK CT-n*
MaFESSXV�ENMNUA CR UNNO SUWiFrOR SKAL LUCT SE C:X-4�MRF-0
VAI�,w 2-3m2-
NOTES:
1.BASED ON AVAILABLE INFORMATION, EXISTING POLE HAS BEEN SHEET TITLE
REINFORCED ALONG THE LENGTH OF THE POLE. EXISTING
REINFORCEMENTS HAVE NOT BEEN SHOWN FOR CLARITY.
2.PROPOSED TOP SUPPORT KIT,TOP HORIZONTAL PIPE AND PROPOSED ANTENNA PLAN
ASSOCIATED HARDWARE NOT SHOWN FOR CLARITY.
SHEET NUMBER
PROPOSED ANTENNA PLAN(ALL SECTORS)
1J1'LJ:17-L1,AN ANTENNA/4 U
(FULL WE)
C-4
3ale-l'-D,(11X17)
TRUE NORTH
AT&T
ERICSSON a%
EXISTING EQUIPMENT SCHEDULE 6:-Yl LECACY DO-
CABLE TYPE PLANO,TX 75024
POSITION ANTENNA ANTENNA MANUFACTURER MODEL AZIMUTH RAD CENTER RADIO QUANTITY RADIO MODEL RADIO POSITION
ALPHA
VIA
cCONIMSCOPE ININHH-65A-R4 0* 1 ALCATEL-LUCENT RRH4X25-WCS-4R AT ANTENNA Al 70'-0" Tectoni
L 1 (1)0.39-FIBER TRUNK(RFFF-36SM-001-50M) wtwx Cw=ft�CwWsb&L=W_Sarnry=D.Pt
1 0- (1) 0.96-DC POWER TRUNK(PWRT-608) (#8 AWG) Prqj�t co tact info A-9 COMMSCOPE NNHH-65A-R4 70'-0" 1 NOKIA AIRSCALE 4T4R 85 AT ANTENNA
5
Newburgh,NY 12550
1279 Route 300 Phone,=5 67
(4)AVA7-50 COAX CABLES 529 6531
A3 COMMSCOPE NNHH-65A-R4 0 70`-O" 2 NOKIA AIRSCALE 4T4R 612/14 AT ANTENNA w"Aactonicengineartng.com
ALCATEL-LUCENT B25 RRH4X30-4R
B ETA CUTCHOGUE
B 1 COMMSCOPE NNHH-65A-R4 120' 70'-0' 1 ALCATEL-LUCENT RRH4X25-WCS-4R AT ANTENNA
FA NUMBER:
(1)0.39"FIBER TRUNK(RFFT-36SM-001-50M) 10106284
E32 COMMSCOPE NNHH-65A-R4 12 1 NOKIA AIRSCALE 4T4R B5 AT ANTENNA (1)0.96"DO POWER TRUNK(PWRT-608)(#8 AWG)
(4)AVA7-50 COAX CABLES SITE ID:
NOKIA AIRSCALE 4T4R B12/14
63 COMMSCOPE NNHH-65A-R4 120* 70'-0" 2 ALCATEEL-LUCENT B25 RRH4X30-4R AT ANTENNA SINY009096
GAMMA
ADDRESS:
ALCATEL-LUCENT RRH4X25-WCS-4R AT ANTENNA 21855 COUNTRY ROAD 48
c OMNtSCOPE NNHH-65A-R4 240' 70'-0'; J (2)0.96 DC POWER TRUNK(PWRT-608) (#8 AWG)
CUTCHOGUE,NY 11935
C2 COMMSCOPE NNHH-65A-R4 240' 70'-0" 1 NOKIA AIRSCALE 4T4R B5 AT ANTENNA
(4)AVA7-50 COAX CABLES I
C-3 COMMSCOPE NNHH-65A-R4 240' 70'- NOKIA AIRSCALE 4T4R 812/14 0" 2 AT ANTENNA PE STAMP
ALCATEL-LUCENT B25 RRH4X30-4R
CO
PROPOSED EQUIPMENT SCHEDULE
x
POSITION ANTENNA MANUFACTURER MODEL AZIMUTH RAD CENTER RADIO QUANTITY RADIO MODEL RADIO POSITION CABLE TYPE Lu ji
ALPHA M OWEER ffDO.
A,
Al CONIMSCOPE NNHH-65A-RA a' 70'-0" 1 ERICSSON RADIO 4490 65/812 TAT ANTENNA f
(1)0.39-FIBER TRUNK{RFFT-36SM-001-50M
8482
(1)0.96"DC POWER TRUNK(PWRT-608)(#8 AWG)
INTEGRATED RADIO A2 I N AIR6472 B77G 677M 01 71'-0" -- IUN 1 0 2 02-b
(4)AVA7-50 COAX CABLES r 0- s s
AT ANTENNA (APPROXIMATE CABLE LENGTH 110'-O"±) SOUTHOLD I OWN
ERICSSON RADIO 4890 825/B
0* 70'-0" 2
PLANNING BOARD
A3 COMMSCOPE NNH4-65A-R6H4 ERICSSON RADIO 4494 814/B
IB ETA
B'i COMMSCOPE NI,,IHH-65A-R4 120' 70'-0" 1 ERICSSON RADIO 4490 B5/812 AT ANTENNA I DRAWINGay: NC I 1 (1)0.39"FIBER TRUNK{BEET-36SM-001-50M)
B2 1)0.96"DC POWER TRUNK(PWRT-608) (#8 AWG)
ERICSSON AIR6472 B77G 1377M 120- 71'-0- INTEGRATED RADIO CHECKED BY:KZ
(4)AVA7-50 COAX CABLES
_831 COMMSCOPE NNH4-65A-R6H4 120' 70'-0" 2 ERICSSON RADIO 4494 B14/B29 AT ANTENNA (APPROXIMATE CABLE LENGTH 110'-O"±) SUBMITTALS
I ERICSSON RADIO 4890 B25/1366 Revj MA—m I MSCWT ION
GAMMA A 0221175 PRELINWWt-PY ROV SADW i
B =199---25 I ts5to-0 FOR F=_Rw
-4
Cl CO N MNISCOPE I\INHH-65A-R4 240' 70'-0" 1 ERICSSON RADIO 4490 B5/B12 AT ANTENNA (2) 0.96"DC POWER TRUNK(PWRT-608)(#8 AWG)
C2 ERICSSON AIR6472 877G 677M 240' 71'-0" - INTEGRATED RADIO (4)AVA7-50 COAX CABLES
ERICSSON RADIO 4494 B14/B29 (APPROXIMATE CABLE LENGTH 110'-D-±)
COMMSCOPE NNH4-65A-R6H L��_3 4 240' 70'-0" 2 AT ANTENNA
ERICSSON RADIO 4590 B25/866 L
WORK ORDER NUMBER 12455,10106284
SEAL OR LA-0 3L_WVzYVR r--A
A-
OTHER EQUIPMENT:
(2)EXISTING DC6-48-60-18E(ALPHA, BETA SECTOR ON TOWER) =1
SHEET TITLE
RFDS SCHEDULE
SHEET NUMBER
C-5
NOTES:
1.MATCH ANTENNA TIP HEIGHTS.
2. EXISTING UNUSED COAX CABLES AND POWER A
TRUNKS TO BE REMOVED AS NEEDED,
CONTRACTOR TO COORDINATE REMOVAL WITH
THE CONSTRUCTION MANAGER.
STRUCTURAL NOTE:
PROPOSED INSTALLATION ON THE TOWER SHALL
BE ANALYZED BY A PROFESSIONAL ENGINEER
LICENSED IN THE STATE OF NEW YORK.
ERICSSON
6300 LEGACY OFIVE
PLANO,TX 75024
E I I i!C I I 0 i E
Tectonic
prqtOct contact into
1279 Route 300 Phone;�a4 bB7-8858 801
NawburVh.NY 12550 C,
829-6531
wwwA&ctcnIcenqIn*veng.com
al
CUTCHOGUE
FA NUMBER:
PROPOSED AT&T ANTENNA TIP HEIGHT 10106284
_,mfl
PROPOSED REINFORCEMENT KIT
SITE ID:
(SITEPRO1 P/N#:PRK-SFS-L,TYP OF 3) (ALL SECTOR)72'-6-±AGL
SINY009096
OF PROPOSED AT&T ERICSSON ANTENNAS ADDRESS:
AfN
(ALL SECTOR)71'-0AGL
21855 COUNTRY ROAD 48
OF PROPOSED RING MOUNT FOR REINFORCEMENT KIT CUTCHOGUE,NY 11935
73'-6"±AGL
OF PROPOSED AT&T COMMSCOPE ANTENNAS Ak PE STAMP
(ALL SECTOR)70'-O'±AGL
3) R
•
N:
4
NOUJI
=.0_;I L9 m)
V
_1 CA Rl S E I�:TIH`,'ATI
E'�:,FE'
4 8,)
JU N I I!_- 1,11 El 1;\A'� a 0'2
OLIT SHOLD I ►i PN D
G run-ARD PLAhNIN
F ISTIH(�,IACt CPCLF
CHECKED BY:KZ
SUBMITTALS
DATE DESIC-Rip;loti
-4
OW21,25 a CITIS-775 ISSUED FOR PERMIT
L
E" I :�IIL
_&_IPVEiNT PAD
(T 7, n OTHFP_-,
WORK ORDER NUMBER 12455J0106284
q_z
J`\4
77-MRATF-1%CRAM".04S 10A Ll0*_lzvUllT SEAR040 Tilt I
f5ek
VIOLATION OF UC-lIC,%7209 SUBSECTION 2 OF THE NEW YORK STATE
L lAw
I FJ u
v�u thw-I A fAC901WIE OF!HE S-It-RAWRE
L M-WOU,EA-W-WED SE&OR ORMWA!,SrAIVIO IN BLUE OR e-UP-M INK OF THE
CI_FLE* FRQFESWW'�-6.�-WEER OR LAND SURVEYOR SHALL NOTBE CONSIDERED
,
SHEET TITLE
NOTES:
NOTE: t ALL SECTOR ANCILLARY EQUIPMENT NOT SHOWN FOR CLARITY. ELEVATION
MONOPOLE AND MOUNT HEIGHTS ARE BASED
ON A SET OF CONSTRUCTION DRAWINGS 2. NOT ALL BUILDING FEATURES&EQUIPMENT SHOWN FOR CLARITY.
PREPARED IN CONJUNCTION WITH AN 3. LOCATION OF PROPOSED REINFORCEMENT KIT AS SHOWN IS APPROXIMATE.FINAL
EARLIER UPGRADE PROVIDED BY THE CLIENT. LOCATION TO BE VERIFIED IN FIELD AND CONFIRMED BY THE CONSTRUCTION MANAGER.
SHEET NUMBER
C-6
AIR6472 B77G B77M-ERICSSON
NNH4-65A-R6H4-COMMSCOPE 4494 B14/B29
IRIMENSIONS. 136.3"x 16.0"x 9.3"(H x W x D"
I DIMENSION& 159,00"x 19,60"x 7.75"(H x W x D' IDIMENSIONS: 120.55"x 15.62"x 5.86" x W x D)
WEIGHT: LBS
WEIGHT: 73.85 LBS 1 WEIGHT: 157.32 LBS Sampoo,
D
AT&T
D .0e
ERICSSON
LEGACY D
PIANO,TX 75024
D
D
Te
W D aonl
1279 Route 30D Phone: 567-065e
Newburgh.NY 12550 528-6531
f
www.taecn1c*nqIn"dnqcom
CUTCHOGUE
3:
FA NUMBER:
10106284
SITE ID:
SINY009096
ADDRESS:
21855 COUNTRY ROAD 48
CUTCHOGUE,NY 11935
PE STAMP
ERICSSON AIR6472 B77G B77M ANTENNA COMMSCOPE NNH4-65A-R6H4 ANTENNA ERICSSON RADIO 4494 B14IB29 RRH
2 3
.T
0 N.T.S.
N.T.S. N.T.S. 4; R 0
A,
IJCO
-W
4490 B5/B12A 4890 B25/B66
x 7
20.60"x 15.62"x 7.0" (H x W x D) [DIMENS16 DIMENSIONS: NS-� 2�0-59�x 15-66�" -P4" (H x W x D�)-' 0848
'0
WEIGH 65.0 LBS
JUN 1, 0 21100-
SO
DRAWING BY:-___NC UT'HOLD TOWN
P LA ff'NIIN 0 6 0 AE 0 CHECKFO BY:KZ
SUBMITTALS
Rm DAtTE DES-MOTION
A W211'25 REASM
tMED PVC HTD
Ir
—T
WORK ORDER NUMBER 12455,1010628
4
i wc-_Vf-� IUD I I ADOM m amm'-ME A-EA&I*NQK V,3 WA
rME IRM-Essr Sy-
AL
-FA-M - Xill-ENGWEER Was-w MMA
VTOLAnon OF SECT-ON-.m SWRIA—C-M-1 2 OF TK NEW-mx SUM
OM-NAL EAM-M-SM SEALA OP 0MOAA-1 STAMP W GMQPS�-nX CW
M71MVEIR OR LAND W-w-mmor,spmt tfm BE-oftsm
SHEET TITLE
PROPOSED EQUIPMENT DETAILS
SHEET NUMBER
0 ERICS-SON RADIO 4490 135/1312A RRH E�RICS�,SQN�RADI�0489�OB25�IB66�RRH��
4 -g T S. T.S. C-7
N.T.S. N
CONTROLLER 6672 CONTROLLER 6610
'MANUFACTURER: JERICSSON MANUFACTURER: ERICSSON
----------
MODEL: CONTROLLER 6672 MODEL: CONTROLLER 6610
I
DIMENSIONS: 11.57"x 5.51 x 1.10"(H x W x D)DIMENSIONS: 11.71 x 17.41 x 9.81 (H x W x D)
AT&T
WEIGHT: 132 LBS WEIGHT- 0.544 LBS
...........
ERICSSON
ctpi%T
PLANO,TX 75G�
LLJIJ
Val
Tectonic
W
i '0 5 1/2 Pmj—t C—t—t int.
1279 Route 300 Phone:�845 557-6650
Newburgh.NY 12550 800 629-e531
www.tectonlearginvering.com
CUTCHOGUE
C_
C; At
IN
FA NUMBER:
0
F*: III A i W--".i i i-"a W4 W4 4 r,W; 4�4 e-1 J10106284
n I F=9
o
SITE ID:
is SINY009096
1 1/2" 1 ADDRESS:
21855 COUNTRY ROAD 48
CUTCHOGUE,NY 11935
PE STAMP
Z J N P 0
SCUTHOLD'i 0WN
PLANNING BOARD !A
A
_-4%AR 4e'sNsr',N\
ERICSSON 6672 BASEBAND UNIT ERICSSON 6610 BASEBAND UNIT
N.T.S, ERICSSON I
V,
0
Ilatit
0848?-9
T-_ NO-
NEQ NetSure 512Field Retrofit Kit 60028248 _F S\0
.53010 E
Description Technical Specif'cations
Swap as needed with Example ✓
original labels in Cj add-on for Equlpmit
oRAwitiray: NC
Nameplate Battery shelves N shetvc�.(t24 V-12 string ma-A-46 V-C sUkg max.)
These cabinets are equipped witl
bullet CB panels
Wly
VE)CI battery shelves that can house up to C12) Dimensions(H x IN x D) 72'x 3W X 3r CHECKED BY:KZ
VVelaht 900 IDS-
W 11-,- --7-
+24 V or(6)-48 V battery strings,A
F�w,,�, szg,,
Thermal solutiorl Free etr venied SUBMITTALS
10-position ground bar and 12-pair
Qty_(1)per Conv Slot Phoenixv terminal block are included. Ground Bar 10WAIans CATE DUMB PTION
k 12-paiF Phoenix block A 02211251 PREUMIMARRY RE-AsloN,liss
Other Items: a uED;:QR PE
1 Free air vented cabinets hold up to
IB2 wiring modification— . Configuration file. 180 Ali batteries
. &
transpose wires in D112-and D12+ USB stick dual lock fastener. I Ordering Informiation
Each shelf houses Lip to(2)+24 V or
TEMP2 J122 Instruction book(printed).
J12 3 Bag with kit number label. Cl)-48 V battery strings AWNumber _—Vertiviiiumber ---Description(HxWxD)------------
Cabinets
GP-487 and Seismic Zone 4 compliant intriRw nPnFR NUMBER �84
as J5 Qty.(1)P10 OSP Cabinet NECL15M F2M2495 424 VDC veiniv-XTE MR Batt EnclassUr
jj
-13456 12,1456 t21-45 Equipped )(5)battery shelves(max capacity 02)+24 V battery strings] OFESSMINAMENPNIZAOR LAND SURVEYOR IS-SEA-1 OF A LXEMWO PAK, A
NE015918 -48 VDC Veniv XTE E010,Battery Enclosure _EF-66N 7209 Z,_-_WCT;0N2 CF THE NEW YORK STATE
RECTIFIER SLOT DESIGNATION p"roN OF SE
Equippodwith: (6)battery shelves(max capacity(b)-4-5 V battery strings) a N
T Vit-:Wl
(FRON9
Enclosure Accessed" ENGIWER OR UMV SORVEMOR 54,Ml NOT Be-Mr40MO
;L1_CTTLR REri-illm 5ECTIrIER
SfIDr I
1 2 zavrc Cf,-:,ICRTER C0V_.1ERTR
M-PIFULR 1 2 3
— NEC115999 FIGM599 4'nwun twig phsrth
RECrFIER 4 CR 5-MC 11X
FECTIFER 0 a SHaFZ IE Eavrc CMIRTER CAUNFRIER SHEET TITLE
M,0- 1 Batteries
<<' HBO—
X-1
_CTIFER RECT[MRZOR 4B V SAFF_battery string,BD-94743-M,3B X Tal)X 180 Nit
RECTITER RECT FIER F. %K[l
:cxff. I\ NEW4983 N/A
-wvrc
PROPOSED EQUIPMENT DETAILS
MWIERTER1 2 3 (not supplied by Vertiv,sourced t1wough EPL)
J R-H
-f-ORZ111 Ri C-liuR REM,FEE R
Frg I
11-------- L71 J 2 AR-li— NE0.15919 is a replacement for NEOLIMS 020082141
DIGITAL114PUTS NE015910 Is a replacement for NEW3306 CF2006260).
VERTIV Coffriential,Proped,;oWerikv.15' SHEET NUMBER
NEQ 5 3 0 10-N ETSJRE 512�FIELD RETROFIT FLIT 60028248
4 VERIVE 48V BAERY CAB
N.T.S.
C-8
N.T.S.
NOTE DETAILS HERON ARE BASED ON LIMITED SITE PHOTOS. NOTE.OTHER PROPOSED/EXISTING MEMBERS NOT SHOWN FOR CLARIT
Y.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS
PRIOR TO ORDERING OF STEEL AND INSTALLATION.
T
AT&
ERICSSON:%-
C-3-Do LEGACY DR!,
PLANO,TX 75024
Tect
onic-
us&*&-q~"cmj--u owvft tam swmm uz
Pro/act Contact fnf.
1279Rcuto 300 Phone: IW-6-856
00 SZO-61-31
Newburgh.NY 12550
(SECTOR A)
CUTCHOGUE
FA NUMBER:
10106284
SITE ID:
SINY009096
PROPOSED REINFORCEMENT KIT
(SITEPR011 P/N#:PRK-SFS-L) ADDRESS:
21855 COUNTRY ROAD 48
CUTCHOGUE,NY 11935
3-3
(TYP) PE STAMP 1P
7
-77
E 1 1 1
y'
PROPOSED CROSSOVER PLATE KIT AR
(SITEPROl P/N#:SCX23-K,TYP)
44 -D
iy -7
5-1
PROPOSED 2.0"DIA STD
cc
HORIZONTAL BOOM r
`-O-±LONG,TYP O 13 F 3) I
I-Al�k HYP)
PROPOSED 2.0"DIA STD
08480,9
HORIZONTAL BOOM (TYP)
ILI
0,
_to
RELOCATED MOUNT PIPE RELOCATED MOUNT PIPE(TYP AT 3 LOCATIONS)
DRAWING BY:NE;
(SECTC-'P C."' CHECKED BY:KZ
Al--
Egn-7
PROPOSED REINFORCEMENT KIT(TYP) 7",,1;77
L fa EME SUBMITTALS
4 DATE
—f-WONAINMY REVISM%
TJUN 1 0 2025 a 034WW25- asp- SIT
L D 01 V,,,N
SOUTH
PROPOSED CROSSOVER PLATE KIT(TYP) PLANNING BOARD
WORK ORDER NUMBER 12455.101ID62B4
NOTES: ~W'
SEA&OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A
1. BASED ON AVAILABLE INFORMATION, EXISTING POLE HAS BEEN REINFORCED ALONG THE MmOLAne-14-4 OF SECIFFOIN 7204 S US S E CTI 0 N 2 0 F Ili P-N EVII YORK STATE
E
LENGTH OF THE POLE. EXISTING REINFORCEMENTS HAVE NOT BEEN SHOWN FOR CLARITY. M,
EMBOSSED SEAL OR ORIGPIAL STAMP IN SLUE OR BLACK INK�F
ENGINEERORLANO SURVEYORSHALL NOTSECONSIDERED
2. THE LOCATION AND THE INSTALLATION OF THE RING MOUNT ON THE POLE AS SHOWN IS
GENERIC. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS INCLUDING DETAIL MAPPING SHEET TITLE
OF THE AT&T MOUNT AREA PRIOR TO ORDERING OF STEEL.
STRUCTURAL DETAILS
SHEET NUMBER
MOUNT MODIFCA�10N P�N E LE
V AT S-
N.T�S. NTS 1
TRUE NORTH
Region:
Market: -48V PRIMARY VOLTAGE DC PLANT SPECIFIED
FA: WATTS E$iIMATE�S1TE MAX AC LOAD(AMPS}: %woo
USID: 48VDC EQUIPMENT LOAD: f901 WATTS g 3T ARIPS at d8V, ESTIMATE 2D0A SERVICE SUFFICIENT
Location Name: -56VDC EQUIPMENT LGAII.- 12316 WATTS 213 AMPS at-WV
NO SECONDARY 5tIV LOADS- ESTIMATED AC GE CAPACITY R RED:, 15
A
Date Calc Completed: _j T&T I
Completed By:
TOTAL PRIMARY 48V LOAD: 14059 WATTS261 AMPS at-48V1
PACE JOB ID:
0C PLfil-rr CONFIGU RX-RON CAN BE REVIEiNED ON'DC P 1-41"IT SHE
DC MANM_Emerson.5TD-48VDC Outdoor NelSure 512 SYSWM 525A NE0159117 vr-MV CONV
Job Description: RECOMMENDED Efw!R�Snm�3-TONS COOLING
SPECIFIED ENVIROMENIAL SYSTEM:I 0-7DNS
-"V RECTIFIERS REQUIRED(N+I):[ 0-7ms ERICSSON;o-
40V RECTIFIER SLOTS--rIB ESTIMATE EXISTING HVAC NOT SUFFICIENT sic-0 ECACT zoo
cow TYPE:UNIVERSAL SLOTS-RIGHT RIECTSLOTSISHELF CAN BE USED FOR CONY PL4N6,TX 75024
-69VCONVrmRTERSREQUIRFD(NI+1)-.j 9 1
-56V SLOTS:
Field Notes: - ----- ESTIMATED]BATTERY RESERVE TIME
(4 HOUR MRNIMUM BATTERY RESERVE)
5 170 AH 48V STRINGS=1&T-2!HOURS
Twtonic
[
M PA)EQPT, WATTS I.-W-4 le_W.0.I L_Sl� ,
,VOLTAGE!WATT. CITY TX RF AMP(MCPA or Sc
OTY Eflesson VOLTAGE WATTS�Sl-iN�MQUANMTtESOFFOWMENT&OCCPERAMNO i;
LTE AIG&Muhl-Std EQUIPMENT i LTE 4G&Multl-Std EQUIPMENT 0 Andrew(12 module mcpa FRAME) 1 24 1 0 1279 Route 300 Phone: 507-5855
NewburUh.NY 12550
48 ��24
STEP 2;ENTER DG PLANT TYPE FROM DROP-DOVVN MENU: 992bLTEHHUQ Andrew 135 Watt Module 0 w".t*ctonIcan9In*erkt;,v�n
fEricsson LTE IRBS6601 ElEIU-1 DUL. 48 0
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F�O CCI 125 Wait DAB SCPA Module 24 0
,
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0 - Card 46 0 0 48 0 46 1 1) —0 A11.11 7705 SM ADDRESS:
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0 48 0
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-------------------- ------ --------
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0 pLANNjNj3 BOARD
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WORK ORDER NUMBER 12455 1 01 06284
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0 SEAL Or A V_�NZ-Fb FROf ENGINEER OR LAND SURVEYOR IS A
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ESTIMATED BATTERY RESERVE TIME: 0 "IM
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SHEET NUMBER
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a LIGHTNING Q
PROTECTION SYSTEM I TWO—HOLE LUG TO BE USED
£ _ = SITE ID:
— , 1
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TO EQUIPMENT cFF `- x LOWER TOWER GROUND BAR
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GROUND NOTES GROUND BAR NOTES: ONLY} 21855 COUNTRY ROAD 48
GROUND KIT NOTES 1. GROUND BAR KITS COME WITH
GR N KITALL HARDWARE, NUTS, BOLTS, T � CUTCNOGUE,NY 11935
1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND 1.. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND - Lj
ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. ALWAYS DIRECT GROUND'HIRE DOWN TO GROUND BAR. WASHERS, ETC. EXCEPT THE I
p4
2. C014TRACTOR SHALL PROVIDE WEATHERPROOF114G KIT 2. CONTRACTOR SHALL PROVIDE WEATHERPROOFING KIT STRUCTURAL MOUNTING PE STAMP
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N.T.S. N.T.S. N.T.S.
a
MAILING ADDRESS:
PLANNING I CARD P.O. Pox 1179
JAMES H.RICH III Southold, NY 11971
Chairman °
OFFICE LOCATION.
MIA JEALOUS-DANK Town Hall Annex
PIERCE RAFFE 'TY 54375 State Route 25
MARTIN H.SIDOR
(eor. Mann Rd. &Youngs Ave.)
DONALD J.WIL+CEN,S I °' Southold, NY
Telephone: 631 765-193
www.southoldtownny.gov
PLANNING BOARD OFFICE
TOWN OF SO TTHOLD
MEMORANDUM,
To: Michael J. Verity, Chief Building Inspector
AICP Planning Director V
From. Heather M. Lanza, g
lm
Date: July 8, 2025
Re: Planning Department Report
AT&T Upgrades at Junge
21855 Country Read, Cutchogue
CTI I#'l'000-96.-1-19.1
The Planning Department has conducted a review of the proposed modifications
pursuant to 20-74 B2 , and has received a report from our Wireless Technical
Consultant, Cityscape, Inc. (see attached report dated June 27, 2025).
The proposed AT&T equipment upgrade is in compliance with the general
Requirements of§280-70. The proposed equipment upgrade will not result in any visible
changes to the exterior, as it involves removing and replacing antennas and related
components, with ,all feedlines routed internally through the shaft of the concealed
monopole. In addition, replacements of ground equipment will be contained within the
existing fenced compound on the concrete pad.
Therefore, we recommend a Building Permit be issued for this application as soon as
passible to meet the Federal shot clock for approvals of wireless facilities.
Laserfiche Pile: Planning Applications\Site Plans\Pending\1000-95.-1-1 g.1 Wireless
Facility at June e\Up rades\100-g .-1-1 g.'1
Thank you for your cooperation.
Town of Southold, New York Ckyscape
C 0 N S U T. T A N T S , I N C
Telecommunications Site Review 2423 S.Orange Ave#317
Modification Application Orlando,FL 32806
Tel:877.438.2851 Fax:877.220.4593
June 27, 2025
Mara Cerezo, Planner
Southold Town Planning Department
54375 NYS Route 25
P.O. Box 1179
Southold, NY 11971
PROVIDER/SITE ID/NAME: AT&T Mobility SINY009096 Cutchogue
STRUCTURE OWNER/SITE ID/NAME: Crown Castle/BU806579/NYCutchogue 958280
ADDRESS: 21855 Country Road 48, Cutchogue, NY 11935
LATITUDE: 41' 01' 46.40"N LONGITUDE: 72'29' 50.05" W
SCTM#: 1000-96-1-19.1
WIRELESS MASTER PLAN SITE#: S 10
Dear Ms. Cerezol,
At your request, on behalf of the Town of Southold ("Town"), CityScape Consultants, Inc.
("CityScape"), in its capacity as telecommunications consultant for the Town, has reviewed the
above-referenced application submitted by Airosmith Development on behalf of AT&T Mobility
("Applicant") to upgrade its equipment on an existing one hundred and eight and a half(108.5)
foot (112' to Top of Highest Appurtenance) monopole tower site. The tower is owned by Crown
Castle (Crown Atlantic Company LLQ and located at 21855 Country Road 48, Cutchogue, New
York, see Figure 1. Verizon and T-Mobile also operate at this site.
Sypport Structure,& Equi'vinell"t
According to the construction drawings (CDs)', the Applicant proposes to remove six (6)
of its nine existing antennas and all twelve (12)existing remote radio units(RR Us). In their place,
the Applicant will install six (6) new antennas, three of them with integrated radios, and nine (9)
new RRUs.The existing two(2)overvoltage protectors(OVPs)will remain on the tower if needed,
and all eighteen (18) existing cables will remain inside the monopole. All tower work will be at
the sixty-nine(69) foot mounting level, see Figures 2 and 3. The Applicant's final tower-mounted
equipment is detailed in the table below.
FINAL TOWER-MOUNTED EQUIPMENT
F-3 7T-Arm Antenna Mount[TA 602-3jw1/SitePro1 Reinforcement Kits[#PRK-SFS-Lj
9 Antennas:(3)Existing Commscope NNHH-65A-R4;(3)Ericsson AIR6472 B77G B77M;(3)Commscope NNH4-65A-R6H4
9 Ericsson RRUs:(3)4490 135/1312;(3)4494 B14/1329;(3)4890 1325/1366 J
2 Existing Raycap DC6-48-60-18E(if needed)
CDs prepared by Tectonic,Rev B, 'Issued for Permit',dated 03/19/25,signed and sealed by a New York State
Registered Professional Engineer.
Town of Southold—SCTM#1000-96-1-19.1
sca
AT&T Modification/Site# SINY009096 Cftl' 1pe
Paget C 0 N S 1.1 1. TANT S � I C'
At ground level, in the existing fenced compound, on the Applicant's existing concrete pad
it is proposed to: 1) remove three(3) existing cabinets, the Argus TE20 battery cabinet, the Argus
TE21 power cabinet and the UMTS cabinet; 2) install a new Vertiv battery cabinet, and; 3) add
two (2) Ericsson RRUs to the existing Percell Flex 21 cabinet, see Figure 4.
Additionally, electrical work within the existing and new equipment cabinets will be
performed involving upgrades to the relocated components. The final ground level equipment is
detailed in the table below.
FINAL GROUND LEVEL EQUIPMENT
4 Cabinets:(1)Vertiv Battery Cabinet;(1)Existing Vertiv Netsure 512 Power Plant;(1)Existing
Purcell Flex 21 (1)Existing Purcell Flex 12
8 Existing Equipment installed on Cable Bridge:(3)Combiners;(2)Fiber Boxes;(2)OVPs;(1)GPS
4 Existing Equipment installed on H-Frame:(1)Electric Meter;(1)Power Disconnect;(1)AC Panel;
(1)Telco Box
Sh-UCUtral Ana
The Applicant submitted a Structural Analysis Report (SA) prepared by Stantec, dated
April 24, 2025, based on ANSI/TIA-222-H 12020 New York State Uniform Code, Risk Category
11 and Exposure Category C standards. The analysis indicates that after the Applicant's proposed
modifications the monopole would be at 64.2% of maximum usage capacity (out of an allowable
105%) and the base and foundation would be at 75.4% of maximum usage capacity (out of an
allowable I 10%). Thus, it is determined that the structure, with the proposed equipment changes,
would be structurally compliant, see Figure S.
Mount Analysis
Because the existing antenna mounts are to be reused to support the proposed equipment
configuration, an Antenna Mount Structural Analysis report was submitted. The analysis was
prepared by Tectonic, dated March 19, 2025 and signed and sealed by a New York State
Professional Engineer. The analysis uses the same criteria as the SA referenced above and
concludes that the modified antenna mount will have a maximum structural stress load of 43.0%
of capacity once the existing T-arm, mounts are reinforced. The proposed reinforcements include
three horizontal booms(one per sector), ring mount and pipe attachments(two per sector in a"V"
formation) between the booms and the ring mount. The analysis confirms that the reinforced
configuration meets applicable structural standards.
RF Expos,tire. Sa17ejy,,
To verify RF exposure safety, the Applicant provided an EMF/FCC Compliance Report,
prepared by Airosmith Engineering, dated June 4, 2025. The report is calculated on mathematical
worst-case scenarios and is consistent with FCC guidelines. The calculated AT&T installation is
considered compliant when compared to the General Population FCC exposure limitations. In
Town of Southold—SCTM#1000-96-1-19.1 C
AT&T Modification/Site# SINY009096 ftscagm
Page 3 C IT L 1' ik N T' S V I N C
addition, when considering AT&T and all other transmitters on the tower, the overall site is
consid
ered compliant as well. The report concludes the maximum RF exposure level at ground
level from all RF transmission sources is 11.5%of the general public MPS,level and 31.7%at roof
level of the adjacent building, see Figure 6, thus meeting the FCC exposure requirements in areas
frequented by the public.
Summary
The proposed modification will not increase the height or girth of the tower, nor will it
increase the size of the ground compound. Also, the proposal will result in a net decrease of two
installed equipment cabinets in the Applicant's leased area. Thus, CityScape has determined that
this application meets the requirements of an eligible facility in accordance with 47 CFR §1.6100
of the FCC Rules and recommends approval for streamlined processing and administrative
approval. The Api ica"111 is remil,nded that any ,p 't ch a at, dif"fier from te
,11giined Lquiptnen n ggs, that, 'I
Su fitted Con slttmu ct lon Drao y�` �' M�Ust btffled wit1l, the Town 't"'or review an,i a roval.,
The Applicant, being an FCC licensee, has an ongoing obligation in accordance with FCC
Rules and the FCC Best Practices Guide to ensure that its facility does not cause interference to
any other RF communications service and, if such interference occurs, to resolve the interference.
I certify that, to the best of my knowledge, that all the information included herein is
accurate at the time of this report. CityScape only works for public entities and has unbiased
opinions. All recommendations are based on technical merits without prejudice per prevailing
laws and codes. CityScape verified that the proposed appurtenances shown by Applicant's
construction drawings were listed in the structural and mount analysis reports, but we did not
independently verify the calculations, statements or the appropriateness of the analysis criteria
used in the analyses. Town staff should verify compliance with applicable building and fire codes
prior to issuance of a permit for this modification.
Respectfully submitted,
T, *............
B. Benjamin Evans
Senior Project Engineer
CityScape Consultants, Inc.
Town of Southold--SCTM#1000-96-1-19.1
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Town of S o uthold—S CTM#1000 96-1-19.1
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Town of Southold—SCTM#1000-96-1-19.1
C
AT&T Modification Site# SINY009096
Page 6 C 0 N S I 1 1, T A N T Sw I N C
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Figure 3 — Overhead ' ie w of Proposed Antenna Equipment Configuration
............... .......... ..............
Town of Southold--SCTM#1 0 -96-1-1 .1
AT&T Modification/Site#SINY009096
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EXISl PURCELL. FLEX 21 CABINET(ABOVE, STACKED)
ADD:
1 10 AMP BATTERY I C E u (1) ERICSSON 6610
, L G 'm°ED° AND EXISTING PURCELL FLEX 12 CABINET (BELOW)
CONVERT:
AGE FLX 12 CABINET-TO —48VDC (HEX FAN 24V TO 48V)
DEKA FAHRENHEIT 170S FROM TE 1
(1) COMMwtS PE 48/24V CONVERTER
fw
0 r
ol
ADD:
TRUE NORTH
:Figure 4-- ground Equipment Area Plan Sketches
ft''' Sca
Town of Southold S+CTM#1000-96-1-19.1.
AT&T Modification/Site# SIN Y00909f
Page 8 C 'N S U 1. 1' A N T S I N C
Date: April 24,2025
Stantec
5100 South Macadam Avenue,
Suite 500
Portland,OR 97239
(503)595-9128
Subject: Structural Analysis Report
Carrier Designation: AT&T Mobility Co-Locate
Site Number: NYCENY1027
Site Name: Cutchogue
FA Number: 10106284
Crown Castle Designation: SU Number: 806579
Site Name: NY Cutchogue 958280
JDE Job Number: 2147028
Work Carder Number: 2384727
Order Number: 703168 Rev.0
Engineering Firm Designation: Stantec Project Number: CN7-595R31280570026
Site Data., 21855 Country RD,Cutchogue,Suffolk County,NY 11935
Latitude 410 1'46.57,Longitude-72"29'50.29"
108.5 Foot--EEI Monopole Tower
Stantec is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the above-
mentioned tower.
The purpose of the analysis is to determine acceptability of the tower stress level.Based on our analysis we have
determined the tower stress level for the structure and foundation,under the following load case,to be:
LC7:Proposed Equipment Configuration Sufficient Capacity
U,�VPd9ii��U�iN�JMoI�!^N!^IUNu1�9 Yww �m° �wwrmmmmirmm�irviiimrvimmiri �Vm0�4niiirrs.._ �fr�Ptlh°: °`' b,' !mimimimmBmirmroiRNurmr s
This analysis utilizes an ultimate 3-second gust wind speed of 127 mph as required by the 2020 New York State
Uniform Code.Applicable standard references and design criteria are listed in Section 2_Analysis Criteria.
Respectfully submitted by:
t4 co;
col ME*
C.Lance Cooke,P,,E. NY License No.89337)
Senior Engineer 20330
Dog Ily sa ned by G,
"'Mr4a I
CityScape Comments.-
Structural
determinedto EXP,7.r31/26
be . % of Maximum Pole
Capacity % of Maximum
Base/Foundation .
tnxTower Report-version 8 3.1 2
Figure 5 --Tower (Structural Analysis Summary
Town of Southold—SCTM#1000-96-1-19.1
AT&T Modification/Site#SINY009096
Page 9 C" N S L L T A N S IN C
yG
Tecton'ac
Date-, March 19,2025
Mount Analysis Report
Tower Owner: Crown Atlantic Company LLC
Carrier: AT&T
Site Name: Cutchogue
FA Number: 10106284
Site Data: 21855 Country Road 48,Cutchogue
Suffolk County,NY 11935
Latitude 410 0 1'46.4",Longitude-7 2'29'50.1
T-Arm Mount
Tectonic Project Number: 12455-10106284
Tectonic Engineering Consultants, Geologists&Land Surveyors D.P.C.is pleased to submit this"Mount
Analysis Report"to determine the structural integrity of the above-mentioned antenna mounting system.
The purpose of the analysis is to determine acceptability of the mount stress level. Based on our analysis
we have determined the mount stress level to be:
Sector Mount: Sufficient—43.0%This;analysis,has,been performed in accordame-with the AN'SI/TIA 2,2,,2-,H,,-,I 7201,9,Standard and tKe 202110
New,York,$Iate Building Code,(2018 I13C')based upon an ultimate 3-second gust wind speed of 127 rnph.
Exposure Category C with a maximum topographic Factor',KzJ,olf,l',,00 and Risk Category H wer,e used in
this analysis.
We at Tectonic appreciate the opportunity of providing our continuing professional services to you.If you
have any questions or need further assistance on this or any other projects,please give us a call.
Structural analysis prepared by:SG/MC
Respectfully submitted by:
Tectonic Engineering Consultants, Geologists&Land Surveyors D.P.C.
Of-
te
AR
W
Manojkumar B.P t �,E,
Managing Directo
:"I M,9,eq I
61310
Project Contact Info
1279 Route 300 1 Newburgh,W 12550
845 567,6656 Tel 1 845 567 8703 Fax
tectonicengineering corn
Equal Opportunity Employer
Figure 6 Antenna Mount Analysis Summary
Town of Southold—S TM#100 -9+6-1-19.1cl sca�re
AT&T Modification/Site#SINY009096 ft,
�e at ,t w�
Y �/�r?wdri�`���urmvb'k�,a�,tiN ,,
ENGINEERING
� Jk
EMFJ,FCC Comphance R,eiport:
June 4, 2025
10106284
A T&T Site Name: Cutchogu e
21855 County Read 48
Cutchogue,NY 11935
Site Location Suffolk County
41.0296 N
-72.4972
Multi-Licensee F
acuity Yes
FCC Standard OET Bulletin 65 Edition 97-01
ANSOEEE/OSHA Standard Std C95.1/1910.97
Site Classification Tower
y Struct Tw � - �� ������� mono ole
����������������
Statement afCdpl AT&T will be compliant with FCC
Rules ns and Re ufatio .
'" �WIW�li �MMM'� @�11�01➢V i�'U9NU��I° �iu"i o i LodY�VB�y'Io'JEIEU�I_ "PU�NWIIVIyI���U'P�IINNIYI I�MYhIf��M��Y�f°
N
Ulf
CilyScaDe Comments:: From all
�V sources, RF Exposure at Ground
is determined to be 11. % of the
FCC General Population
Exposure Limit. and Exposure on
Adjacent Building Roof i �
determined to be 31.7% of the
FCC General Population Limit.
318'Test Avenue,Saratoga Springs,NY 12866 W 0 S B
Main Office Fax:518-306-1711 ��,��°�" �"Yi° �"���.....ti
rv,
Figure 7 —RIF Exposure Assessment at Ground & Roof Levels
From: Michaelis,Jessica
Sent: Monday,June 16, 2025 7:57 AM
To: Westermann, Caitlin
Subject: FW:AT&T upgrade 21855 CR 48 Cutchogue NY(Southold)Hl 0106284
From: ben@cityscapegov.com<ben @citysca pegov.com>
Sent: Friday,June 13, 2025 6:08 PM
To: Michelle Curry<mcurry@airosmithdevelopment.com>
Cc: Elizabeth Herington-Smith <elizabeth@cityscapegov.com>; Paige Monticone<paige@cityscapegov.com>; Michaelis,
Jessica <jessica.michaelis@town.southold.ny.us>
Subject: [SPAM] - Re:AT&T upgrade 21855 CR 48 Cutchogue NY(Southold)H1O1O6284
Michelle,
Thank you for the tower structural. This completes the application. Also, thanks for the original electronic
Construction Plans. They're so much better to read.
We will proceed to the report.
Thanks again.
Ben Evans
CityScape Consultants
From: Michelle Curry smithdev�e�11�or mentxonl>
cure r,�—,�a-uro��
Sent: Friday.,June 13., 2025 2:48 PM
To: ben @c'It,y5,gapQgov.com<ben@ cltys� jape oVI.,c0IM>
Cc: Elizabeth Herington-Smith <elizaibelth @°cit s1cap,egov,corn>; Paige Monticone<pLaigei 6tyscapg,,gpD,V.corn>;
e ss,ca.m ch a v
-@-town.southold.ny.Lis<"essi�c,a,.micti,ae,l'ls,@tow,n.,south�ol,d.,nlv,us.OP
Subject: RE:AT&T upgrade 21855 CR 48 Cutchogue NY(Southold)H10106284
Apologies, someone put the wrong one in the folder.
Thank You,
Michelle Curry
Michelle Curry
Office: 518-306-1711 ext.1055 1 Mobile* 732-503-0869
rv@airlo1s,(-n gLopm( ent-mmm
corn
el
17-�' SMITH 'Mcur ithdev
318 West Avenue, Saratoga Springs NY 12866
C'erfified Women Business Enlerp?'ISE�(WBEII,IC)
�1111'I I 11:1:���: !:i,e ii��if til'ii e i ir�l ir., vii�,hioirnii is laic c ressed.ff you hicive re(,eived this le-MOil in eror,
f.,)Iease confac,I
-—------------------
v.
[M 0
Y i
nl�
From: ben cit sca ov.com<ben, citt sCa v'.co >
Sent: Friday,June 13, 2025 3:46 PM
To: Michelle Curry< cur air,osr ithdevelo rn nt.corn>
Cc: Elizabeth Herington-Smith<leliza' eth cit sc e ov.co >; Paige Monticone< i e cit �c e evX >;
'essica.m is h a lis @ toWn.southold n .us
Subject: Re:AT&T upgrade 21855 CR 48 Cutchogue ICY (Southold)//10106284
M`
You don't often get email from Lea r ft, w h this',s im orta
14
Michelle,
The SA report you sent is for an altogether different AT&T site. Please send the correct one.
Thank you.
Ben Evans
Cityscape Consultants
From: Michelle Curry< ct rr iron ; ithdev to men�t.com>
Sent: Friday,June 13, 2025 12:20 PM
To: e n cit sca e o ,co m� < ,e 2cit sca ov.co >
Cc: Elizabeth Herington-Smith<eliz t � fit sca ov corr>; Paige Monticone ai cit� sca e vxo >;
essica� iuc.haelis to n, south Id.r us<' ssicaR ichael IS OM
ads uthol Mn �us>
Subject: RE:AT&T upgrade 21855 CR 48 Cutchogue ICY(Southold)H10106284
Please see attached SA and D' .
Thank You,
Michelle Curry
Michelle Curry
Office:518-306-1711 ext.1055 1 Mobile: 732-503-0869
M �
_41/1
ur uc� �w hie v4o t-com,
,
318 West Avenue,Saratoga Springs NY 12866
This n o- m ., : .. M.. cm � �: ifit to �m orr it is c:'lddr��.���d IF a �')v rcm��.eivec thise-r-nail in error,
��°��, �...�~�~ac��c��`m�c: c�� �d�������<�.�m��m�������.� �������..a���c��:���a���. ¢��rc��.���. ��.���u��..���. .�..a���.�� �y���.�����.����:.�.�"���������.�����.�.�..��.� ..� �"
From: ben cit s�ca e ov.co m ben � it sca e '0'V'Xo I>
Sent: Friday,June 13, 2025 1:1+6 PM
To: Michelle Curry<rncur air osmitfidevelo n entxom>
Cc: Elizabeth Herington-Smith <e izabeth clt sca e ovxo >; Paige Monticone<, AiAe @ city sca, eZ ov cco i,>;
2
'e ;s4 ca.michaells to .sout old., .us
.......................................................................................................................................'0......................................................
Subject:AT&T upgrade 21855 CR 48 Cutchogue NY(Southold)
You don't often get email from,w c scs ,a � wM,Learqwhy this is im 11 ortant
Dear Michelle Curry,
I'm the engineer at CityScape Consultants doing the review of the application for AT&T to upgrade its facility
on the tower at the above-referenced location.
The application is incomplete for the following reason(s):
1. Only the first page of the Tower Structural Analysis Report is provided. We need the entire report.
The application will be deemed incomplete unless and until the Applicant submits the above document and
the document is determined as acceptable.
In addition (and this isn't a completeness issue), can you please send a clean electronic copy of the
Construction Drawings?The drawings in the scanned copy from the application are faded and in many cases
illegible. It's okay if the clean copy you send doesn't have the engineer's seal or signature since the scanned
copy already has them.
Please "reply to all" when sending your response.
If you have any questions,you may call or email me directly.
Thank you.
Ben Evans
Senior Project Engineer
CityScape Consultants, Inc.
(262) S 18-0178
ben cit sca a aw,com
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Date: November 26, 2024
To: AT&T Mobility P. Marshall &Associates, LLC
1000 Holcomb Woods Pkwy, Suite 210
Roswell, GA 30076
(678)280-2325
Subject: Structural Analysis Report
Carrier Designation: A T&T C o-I ocate
Carrier Site Number: 070D4039
Carrier Site Name: Oakhurst
AT&T FA Location Code: 10036317
Engineering Firm Designation: PM&A Project Number: 24ERIATTNJM-017
Site Data: 787 Ocean Avenue, Long Branch, Monmouth County, NJ 07740
Latitude 40°16'41.73", Longitude -73°59'1.78"
172 ft Rooftop Elevation
To whom it may concern,
PM&A is pleased to submit this"Structural Analysis Report to determine the structural integrity of the above-mentioned
Slab .
The purpose of the analysis is to determine the acceptability of the rooftop mounting system to support the proposed
loading configuration. Based on our analysis, we have determined the rooftop mounting system stress level for the
structure, under the following load case, to be:
Roof Slab (typical) Sufficient Capacity
This analysis has been performed in accordance with the ASCE 7 - 16 Minimum Design Loads for Buildings and Other
Structures and the 2018 International Building Code.
We appreciate the opportunity to work with AT&T and look forward to contributing to the success of this project. If we can
be of further assistance, please do not hesitate to contact us at(678)280-2325.
Mount analysis prepared by: Ashim Pant
Respectfully Submitted by:
Seung Kun Oh, P.E.
New York Professional Engineer
License Number: GE56203
New Jersey COA#: 24GA282109000,
G_
OF NE�
r �
EXC LSIOR
109267
FESSIO
DATE:11/26/2024
XPIRES:01/3 2027
1
172 ft Rooftop Slab November 26, 2024
PM&A Project Number 24ERIA TTNJM-0 17 Page 2
TABLE OF CONTENTS
1) INTRODUCTION
2)ANALYSIS CRITERIA
3)ANALYSIS PROCEDURE
Table 3- Documents Provided
3.1)Analysis Method
3.2)Assumptions
4)ANALYSIS RESULTS
Table 4 - Structural Component Stresses vs. Capacity
4.1) Recommendations
5)APPENDIX A
Software Input Calculations
6)APPENDIX B
Software Analysis Output
7)APPENDIX C
References
2
172 ft Rooftop Slab November 26, 2024
PM&A Project Number 24ERIA TTNJM-0 17 Page 3
1) INTRODUCTION
This analysis checks the existing slab that supports the existing sled mount.
2)ANALYSIS CRITERIA
Building Code: 2018 IBC/ASCE 7— 16/TIA-222-H
Wind Speed: 120 mph
Risk Category: II
Exposure Category: D
Topographic Factor: 1.0
Live Load: Not Applicable
Seismic SS,: 0.233
Seismic Si: 0.053
3)ANALYSIS PROCEDURE
Table 3 - Documents Provided
Document Remarks Reference Source
,, , , , , , , , , , ,
Photos Site Photos 07/08/2024 AT&T
Preliminary Construction Drawings PM&A SITE NUMBER:070D4039 08/28/2024 PM&A
........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Mount Analysis Report KMB ID: 334.0757.U07 05/26/2023 AT&T
Structural Analysis EBI Reference#: 8115000431 08/05/2015 AT&T
Rooftop Mapping Report TEP#: 83335-143331 11/14/2017 AT&T
Mount Analysis Report SDG#: 17BVL012 12/13/2017 AT&T
......................................................................................................................................................................................................................................................................................................
3.1)Analysis Method
RISA-3D (version 21) is a commercially available analysis software package used to create a three-dimensional model
of the rooftop mounting system and calculate member stresses for various loading cases.
3.2)Assumptions
1) The antenna supporting structures, building, and foundation have been built and designed meeting the adequate
structural codes and regulations.
2) All existing, proposed, and future equipment and transmission cables are installed in the locations shown in the
construction drawings.
3) PM&A assumes that all structural components and connections are in sufficient condition to carry their full design
capacity.
4) We have not designed for construction load.
5) All member connections and welds are assumed to have been designed to meet or exceed the load carrying
capacity of the connected member unless determined otherwise and explicitly stated in this report.
6) Maintenance loads have not been considered in this analysis due to alternative methods to service the analyzed
structure.
7) Steel grades have been assumed as follows, unless noted otherwise:
Channel, Solid Round, Angle, Plate, Threaded Rods ASTM A36 (GR 36)
HSS (Rectangular) ASTM A500 (GR B-46)
Pipe ASTM A53 (GR 35)
Connection Bolts ASTM A325, A307
Cold Formed Members ASTM A653 SS (GR 33)
8) The structural integrity of the building and the mount's effect on the building are outside of the scope of work and
have not been analyzed.
3
172 ft Rooftop Slab November 26, 2024
PM&A Project Number 24ERIA TTNJM-0 17 Page 4
9) No additional load will be installed or placed 1.0 ft around the proposed sled mounts, except only one technician
considered at 250 Ibs weight.
10) Roof live load of 20 psf has been considered per original building design notes and thus used for comparison
as applicable.
11) It is assumed there is no structural damage on the building, and structural condition of the building remains
unchanged from the original desgin state.
This analysis may be affected if any assumptions are not valid or have been made in error. PM&A should be notified to
determine the effect on the structural integrity of the rooftop mounting system.
4)ANALYSIS RESULTS
Table 4 -Structural Component Stresses vs. Capacity
Notes Component % Capacity Pass/ Fail
,, , ,, , , ,
1 Roof Slab Check 94.6 Pass
2 Overall Building Structure (other than roof slab) OK Pass
.........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Structure Rating (max from all components) = 94.6%
Notes.
1) See additional documentation in"Appendix B—Software Analysis Output"for calculations supporting the%capacity
consumed.
2) Based upon Assumption#11,the added AT&T components have a negligible impact on the overall building structural
capacities.
4.1) Recommendations
The Slab has sufficient capacity to carry the proposed load configuration. No modifications are required at this time.
4
172 ft Rooftop Slab September 16, 2024
PM&A Project Number 070D4039 Page 5
APPENDIX A
SOFTWARE INPUT CALCULATIONS
5
SITE NUMBER: 070D4039
SITE NAME:OAKH U RST
DATE:09/13/2024
BY:AP CHECKED BY:SKO
Calculate Required Ballast for the Mount(Sled Mount)
Frame Length, L= 6.58 ft.
Overturning Safety Factor,SFo= 1.5
Required Sliding Safety Factor,SFs= 2
ASD LC= 1.0 D+0.6 W
Antenna Weight Height Wind Force Moment
NNH4-65B-R6H4 89.7 9 350.5 3155
472 B77G B77M 88.6 9 239 2154
NNH4-65B-R6H4 89.7 9 351 3155
4471 B30 28.67 2 61 122
4490 B5/B12 68 2 110 221
4890 B25 B66 68 2 110 221
B14 20B29 M01 57.3 2 110 221
DC6-48-60-0-1E 35 2 117 234
(Weight of Equipment(no antennas)are assumed to be distributed 1/2 on front and 1/2 on the back)'
Calculating Overturning Moment,MO:
Overturning Moments due to Antennas(no S.F.) = 5078 lbs. (0.6 W applied)
Overturning Moments due to Equip. (no S.F.) = 611 lbs. (0.6 W applied)
Overturning Moment, Mo(no S.F.) = 5688 Ib-ft
Calculating Required Ballast Weight at the Front Tray,WB1: Front Tray Weight
without the ballast
Weight of Antenna,WA = 268 lbs. weight
Weight of Other Equipment,WE = 128 l bs.
Weight of Front Portion of Sled Mount,Ws1 = 760 l bs.
Taking Moment about Back Tray:
M B2 = 0 1 b-ft
WB1xL+WS1xL+WA xL+WExL/2- M0xS.F. = 0 Ib-ft
WB1 = 204 lbs.
Conclusion:Total of 390 lbs of ballast weight is required on the front tray distributed evenly.To prevent sliding,additional
200 lbs of ballast weight is required.
Calculating Required Ballast Weight at the Back Tray,WB2: Back Tray Weight
without the ballast
Weight of the Back Portion of Sled Mount,WS2 = 100.0 lbs. weight
Weight of Other Equipment,WE = 128 lbs.
6
SITE NUMBER: 070D4039
SITE NAME:OAKH U RST
DATE:09/13/2024
BY:AP CHECKED BY:SKO
Taking Moment about Front Tray:
MB1 = 0 lb-ft
►NB2xL+WS2xL+WExL- MoxS.F. = 0 lb-ft
WB2 = 1068 lbs.
Conclusion:Total of 882 lbs of ballast weight is required on the back tray distributed evenly.
Calculating Sliding S.F.:
Total Ballast Weight,WB = 1271 lbs.
Total Weight,WT - WA+WE+WS1+WS2+WB
= 2656 lbs.
Friction Coefficient, p = 0.70 (Rubber on Roof,Assumed)
Total Wind Force, FT = FA+ FE (0.6 applied)
= 870 1 bs.
Sliding S.F. _ PWT/FT
= 2.1 > 2 OK
Total Equipment+Mount Weight = 1385 lbs. (per above)
Total Equipment+Mount Weight = 1500 lbs. (per SA by EBI Consulting,
dated 08/05/2015)
Conclusion: By comparison,the overall gravity load is reducing.
7
Project:
Engineer: Al)
Date: September
Roof Slab Check:
This analysis checks the existing roof slap that is supporting the existing sled mount with a new configuration.The slab
specification can be found in the attached mapping report by TEP, dated 11/14/2017.
Enercalc Slab Check:
Strip is supporting the whole sled mount.
Width of the Sled Mount w = 7.75 ft
Strip 2 Specification = 20.6' L x 2.0'W (Please see the attached mapping report)
Mount Load:
Per previous analysis done by SDG, LLC, dated 12/13/2017,the overall weight of the sled mount is as follow(also attached in the
reference section):
Existing Ballast Weight WB = 3640 lbs. (2 trays on Front and Back,total of 4 trays)
Per the attached calculation,the following is the load breakdown on front and back trays:
Total Weight on Front Tray WF = 2976 lbs. (WA+WE+Ws1+WB/2)
Total Weight on Front Tray(24"Strip) Wf = 768 lbs. (Applied at 1.67ft)
Total Weight on Back Tray WB = 2048 lbs. (WE+Ws2+WB/2)
Total Weight on Back Tray(24"Strip) Wb = 529 lbs. (Applied at 8.Oft)
Roof Loads:
Roof Dead Load RpL = 16 psf (Assumed)
Roof Live Load RLL = 20 psf
Roof Flat Snow Load RSA = 12.6 psf (Per previous analysis)
The slab is checked in Enercalc.
8
172 ft Rooftop Slab September 16, 2024
PM&A Project Number 070D4039 Page 6
APPENDIX B
SOFTWARE ANALYSIS OUTPUT
9
Project Title:
Engineer:
Project I D:
Project Descr:
Concrete Beam Project File: Slab Check.ec6
LIC#:KW-06013597,Build:20.22.3.31 Centerline Communications (c)ENERCALC INC 1983-2022
DESCRIPTION: Roof Slab Check
CODE REFERENCES
Calculations per ACI 318-14, IBC 2018, CBC 2019,ASCE 7-16
Load Combination Set :ASCE 7-16
Material Properties
f'c_ ,1/2 , - _ 3.0 ksi Phi Values Flexure: 0.90
fr- f - 410.792 psi Shear: 0.750
W Density = 145.0 pcf R 1 = 0.850
X LtWt Factor = 1.0
Elastic Modulus= 3,122.0 ksi Fy-Stirrups 40.0 ksi
fy-Main Rebar = 60.0 ksi E-Stirrups = 29,000.0 ksi
E-Main Rebar = 29,000.0 ksi
Stirrup Bar Size# 3
Number of Resisting Legs Per Stirrup= 2
24 in....
D(0.7 '8) D(O-5,;R)),.032)Lr(ol.04)S(01. 252)
I �,.,,, ,,,,,,-,r.. ,,,;;,,, ,,.,. ",,,,,,,,,,,,,,, s,,,ir,;,c,'„c.,r,,,,,,,,,,,,,,l ,„,,,,>, ,,,,rrr.,,,,/ ,,r�i,/..r,r/,. ,,:.r,�i/�/rJy, ,i,r,r�/,r"i///rf (� Iri/,- rr..,,,r,/,r,✓,r�r�/,,r ../,90/�,S (l ,r "/ ,/,%� /1,r
. , „,;,,,,,,,,,,,,,, „r.,,,,e ,,,.,,„,,,,,,,; ,,,,,,,,, ,,,,,,,,,,,..„r._„ ,ii,,,/,,.,.x,%//r,/r;./,/, /, I.r/,i/f✓!/„ r.,Y„ ,.rf„r,// r .,:„r ,, „//i ir'/ r,1 „JI,.,r/ ,ir/rr, //r, r Z/, r l i
2 _A„P0 ft
24''''w x 7.5 h
Cross Section & Reinforcing Details
Rectanqular Section, Width =24.0 in, Heiqht= 7.50 in
Span#1 Reinforcinq....
344 at 2.0 in from Bottom, from 0.0 to 20.60 ft in this span 344 at 2.50 in from Top, from 0.0 to 20.60 ft in this spa
Beam self weight calculated and added to loads
Load for Span Number 1
Uniform Load : D=0.0160, Lr=0.020, S =0.01260 ksf, Tributary Width =2.0 ft, (Roof Loads)
Point Load : D =0.7680 k @ 1.670 ft, (Mount 1)
Point Load : D =0.5290 k @ 8.0 ft, (Mount 2)
DESIGN SUMMARY
Maximum Bending Stress Ratio = 0.946 : 1
Section used for this span Typical Section
Mu:Applied -14.512 k-ft
Mn*Phi :Allowable 15.334 k-ft
Location of maximum on span 0.000 ft
Span#where maximum occurs Span#1 M i n. Req. = 0.0018 x tS (7.5 i n) x width (24") = 0.324 i n A 2 / 2ft
Maximum Deflection
Current = (pi () /4 ) x (0.5)A 2 x 6 = 1.18 inA2 OK
Max Downward Transient Deflection 0.012 in Ratio= 20099 >=360.0 S Only
Max Upward Transient Deflection 0.000 in Ratio= 0 <360.0 Lr Only
Max Downward Total Deflection 0.119 in Ratio= 2078 >=240.0 Span: 1 : +D+Lr+H
Max Upward Total Deflection 0.000 in Ratio= 0 <240.0 Span: 1 : +D+Lr+H
Vertical Reactions Support notation : Far left is#1
Load Combination Support 1 Support 2
Overall MAXimum 3.634 2.880
Overall MlNimum 0.260 0.260
+D+H 3.250 2.440
+D+L+H 3.250 2.440 10
+D+Lr+H 3.634 2.880
Project Title:
Engineer:
Project ID:
Project Descr:
Concrete Beam Project File:Slab Check.ec6
LIC#:KW-06013597,Build:20.22.3.31 Centerline Communications (c)ENERCALC INC 1983-2022
DESCRIPTION: Roof Slab Check
Vertical Reactions Support notation : Far left is#1
Load Combination Support 1 Support 2
+D+S+H 3.490 2.719
+D+0.750Lr+0.750L+H 3.536 2.772
+D+0.750L+0.750S+H 3.430 2.650
+D+0.60W+H 3.250 2.440
+D+0.750Lr+0.750L+0.450W+H 3.536 2.772
+D+0.750L+0.750S+0.450W+H 3.430 2.650
+0.60D+0.60W+0.60H 1.981 1.433
+D+0.70E+0.60H 3.250 2.440
+D+0.750L+0.750S+0.5250E+H 3.430 2.650
+0.60D+0.70E+H 1.981 1.433
D Only 3.250 2.440
Lr Only 0.412 0.412
S Only 0.260 0.260
H Only
Detailed Shear Information
Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing(in)
Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'(Suggest
+1.40D+1.60H 1 0.00 5.00 4.62 4.62 14.29 0.13 9.52 Vu<PhiVc/2 )t Reqd 9.E 9.5 0.0 0.0
+1.40D+1.60H 1 0.23 5.00 4.56 4.56 13.26 0.14 9.53 Vu<PhiVc/2 )t Reqd 9.E 9.5 0.0 0.0
+1.40D+1.60H 1 0.45 5.00 4.49 4.49 12.24 0.15 9.54 Vu<PhiVc/2 )t Reqd 9.E 9.5 0.0 0.0
+1.40D+1.60H 1 0.68 5.00 4.42 4.42 11.24 0.16 9.55 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.40D+1.60H 1 0.90 5.00 4.35 4.35 10.25 0.18 9.57 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.40D+1.60H 1 1.13 5.00 4.29 4.29 9.28 0.19 9.58 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.40D+1.60H 1 1.35 5.00 4.22 4.22 8.32 0.21 9.60 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.40D+1.60H 1 1.58 5.00 4.15 4.15 7.38 0.23 9.63 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 1.80 5.00 3.12 3.12 6.83 0.19 9.58 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 2.03 5.00 3.05 3.05 6.13 0.21 9.60 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 2.25 5.00 2.98 2.98 5.45 0.23 9.62 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 2.48 5.00 2.91 2.91 4.79 0.25 9.65 Vu<PhiVc/2 )t Reqd 9.E 9.7 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 2.70 5.00 2.84 2.84 4.15 0.29 9.69 Vu<PhiVc/2 )t Reqd 9.E 9.7 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 2.93 5.00 2.76 2.76 3.52 0.33 9.73 Vu<PhiVc/2 )t Reqd 9.E 9.7 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 3.15 5.00 2.69 2.69 2.90 0.39 9.80 Vu<PhiVc/2 )t Reqd 9.E 9.8 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 3.38 5.00 2.62 2.62 2.30 0.47 9.90 Vu<PhiVc/2 )t Reqd 9.E 9.9 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 3.60 5.00 2.55 2.55 1.72 0.62 10.06 Vu<PhiVc/2 )t Reqd 9.E 10.1 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 3.83 5.00 2.48 2.48 1.16 0.89 10.37 Vu<PhiVc/2 )t Reqd 9.E 10.4 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 4.05 5.00 2.40 2.40 0.61 1.00 10.49 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 4.28 5.00 2.33 2.33 0.07 1.00 10.49 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 4.50 5.50 2.26 2.26 0.44 1.00 12.55 Vu<PhiVc/2 )t Reqd 9.E 12.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 4.73 5.50 2.19 2.19 0.94 1.00 12.55 Vu<PhiVc/2 )t Reqd 9.E 12.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 4.95 5.50 2.12 2.12 1.43 0.68 11.83 Vu<PhiVc/2 )t Reqd 9.E 11.8 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 5.18 5.50 2.04 2.04 1.90 0.49 11.41 Vu<PhiVc/2 )t Reqd 9.E 11.4 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 5.40 5.50 1.97 1.97 2.35 0.38 11.17 Vu<PhiVc/2 )t Reqd 9.E 11.2 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 5.63 5.50 1.90 1.90 2.78 0.31 11.01 Vu<PhiVc/2 )t Reqd 9.E 11.0 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 5.85 5.50 1.83 1.83 3.20 0.26 10.89 Vu<PhiVc/2 )t Reqd 9.E 10.9 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 6.08 5.50 1.76 1.76 3.61 0.22 10.80 Vu<PhiVc/2 )t Reqd 9.E 10.8 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 6.30 5.50 1.68 1.68 3.99 0.19 10.74 Vu<PhiVc/2 )t Reqd 9.E 10.7 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 6.53 5.50 1.61 1.61 4.36 0.17 10.68 Vu<PhiVc/2 )t Reqd 9.E 10.7 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 6.75 5.50 1.54 1.54 4.72 0.15 10.64 Vu<PhiVc/2 )t Reqd 9.E 10.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 6.98 5.50 1.47 1.47 5.06 0.13 10.60 Vu<PhiVc/2 )t Reqd 9.E 10.6 0.0 0.0
+1.40D+1.60H 1 7.20 5.50 1.40 1.40 5.31 0.12 10.57 Vu<PhiVc/2 )t Reqd 9.E 10.6 0.0 0.0
+1.40D+1.60H 1 7.43 5.50 1.33 1.33 5.62 0.11 10.55 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.40D+1.60H 1 7.65 5.50 1.26 1.26 5.91 0.10 10.52 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.40D+1.60H 1 7.88 5.50 1.19 1.19 6.19 0.09 10.50 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 8.10 5.50 0.47 0.47 6.44 0.03 10.38 Vu<PhiVc/2 )t Reqd 9.E 10.4 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 8.33 5.50 0.40 0.40 6.54 0.03 10.37 Vu<PhiVc/2 )t Reqd 9.E 10.4 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 8.56 5.50 0.33 0.33 6.62 0.02 10.35 Vu<PhiVc/2 )t Reqd 9.E 10.4 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 8.78 5.50 0.26 0.26 11
6.69 0.02 10.34 Vu<PhiVc/2 )t Reqd 9.E 10.3 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 9.01 5.50 0.18 0.18 6.73 0.01 10.33 Vu<PhiVc/2 )t Reqd 9.E 10.3 0.0 0.0
Project Title:
Engineer:
Project ID:
Project Descr:
Concrete Beam Project File:Slab Check.ec6
LIC#:KW-06013597,Build:20.22.3.31 Centerline Communications (c)ENERCALC INC 1983-2022
DESCRIPTION: Roof Slab Check
Detailed Shear Information
Span Distance 'd' Vu (k) Mu d*Vu/Mu Phi*Vc Comment Phi*Vs Phi*Vn Spacing(in)
Load Combination Number (ft) (in) Actual Design (k-ft) (k) (k) (k) Req'(Suggest
+1.20D+1.60Lr+0.50W+1.60H 1 9.23 5.50 0.11 0.11 6.77 0.01 10.32 Vu<PhiVc/2 )t Reqd 9.E 10.3 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 9.46 5.50 0.04 0.04 6.79 0.00 10.31 Vu<PhiVc/2 )t Reqd 9.E 10.3 0.0 0.0
+1.40D+1.60H 1 9.68 5.50 -0.08 0.08 6.61 0.01 10.32 Vu<PhiVc/2 )t Reqd 9.E 10.3 0.0 0.0
+1.40D+1.60H 1 9.91 5.50 -0.15 0.15 6.58 0.01 10.33 Vu<PhiVc/2 )t Reqd 9.E 10.3 0.0 0.0
+1.40D+1.60H 1 10.13 5.50 -0.22 0.22 6.54 0.02 10.34 Vu<PhiVc/2 )t Reqd 9.E 10.3 0.0 0.0
+1.40D+1.60H 1 10.36 5.50 -0.29 0.29 6.49 0.02 10.35 Vu<PhiVc/2 )t Reqd 9.E 10.3 0.0 0.0
+1.40D+1.60H 1 10.58 5.50 -0.35 0.35 6.41 0.03 10.36 Vu<PhiVc/2 )t Reqd 9.E 10.4 0.0 0.0
+1.40D+1.60H 1 10.81 5.50 -0.42 0.42 6.33 0.03 10.37 Vu<PhiVc/2 )t Reqd 9.E 10.4 0.0 0.0
+1.40D+1.60H 1 11.03 5.50 -0.49 0.49 6.23 0.04 10.38 Vu<PhiVc/2 )t Reqd 9.E 10.4 0.0 0.0
+1.40D+1.60H 1 11.26 5.50 -0.55 0.55 6.11 0.04 10.40 Vu<PhiVc/2 )t Reqd 9.E 10.4 0.0 0.0
+1.40D+1.60H 1 11.48 5.50 -0.62 0.62 5.98 0.05 10.41 Vu<PhiVc/2 )t Reqd 9.E 10.4 0.0 0.0
+1.40D+1.60H 1 11.71 5.50 -0.69 0.69 5.83 0.05 10.42 Vu<PhiVc/2 )t Reqd 9.E 10.4 0.0 0.0
+1.40D+1.60H 1 11.93 5.50 -0.76 0.76 5.67 0.06 10.44 Vu<PhiVc/2 )t Reqd 9.E 10.4 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 12.16 5.50 -0.82 0.82 5.73 0.07 10.45 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 12.38 5.50 -0.90 0.90 5.53 0.07 10.47 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 12.61 5.50 -0.97 0.97 5.32 0.08 10.49 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 12.83 5.50 -1.04 1.04 5.10 0.09 10.51 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 13.06 5.50 -1.11 1.11 4.85 0.11 10.54 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 13.28 5.50 -1.18 1.18 4.60 0.12 10.57 Vu<PhiVc/2 )t Reqd 9.E 10.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 13.51 5.50 -1.26 1.26 4.32 0.13 10.60 Vu<PhiVc/2 )t Reqd 9.E 10.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 13.73 5.50 -1.33 1.33 4.03 0.15 10.64 Vu<PhiVc/2 )t Reqd 9.E 10.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 13.96 5.50 -1.40 1.40 3.72 0.17 10.69 Vu<PhiVc/2 )t Reqd 9.E 10.7 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 14.18 5.50 -1.47 1.47 3.40 0.20 10.75 Vu<PhiVc/2 )t Reqd 9.E 10.7 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 14.41 5.50 -1.54 1.54 3.06 0.23 10.82 Vu<PhiVc/2 )t Reqd 9.E 10.8 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 14.63 5.50 -1.62 1.62 2.70 0.27 10.92 Vu<PhiVc/2 )t Reqd 9.E 10.9 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 14.86 5.50 -1.69 1.69 2.33 0.33 11.05 Vu<PhiVc/2 )t Reqd 9.E 11.0 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 15.08 5.50 -1.76 1.76 1.94 0.42 11.24 Vu<PhiVc/2 )t Reqd 9.E 11.2 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 15.31 5.50 -1.83 1.83 1.54 0.55 11.53 Vu<PhiVc/2 )t Reqd 9.E 11.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 15.53 5.50 -1.90 1.90 1.12 0.78 12.06 Vu<PhiVc/2 )t Reqd 9.E 12.1 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 15.76 5.50 -1.98 1.98 0.68 1.00 12.55 Vu<PhiVc/2 )t Reqd 9.E 12.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 15.98 5.50 -2.05 2.05 0.23 1.00 12.55 Vu<PhiVc/2 )t Reqd 9.E 12.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 16.21 5.00 -2.12 2.12 0.24 1.00 10.49 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 16.43 5.00 -2.19 2.19 0.73 1.00 10.49 Vu<PhiVc/2 )t Reqd 9.E 10.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 16.66 5.00 -2.26 2.26 1.23 0.77 10.23 Vu<PhiVc/2 )t Reqd 9.E 10.2 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 16.89 5.00 -2.34 2.34 1.75 0.56 9.99 Vu<PhiVc/2 )t Reqd 9.E 10.0 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 17.11 5.00 -2.41 2.41 2.28 0.44 9.86 Vu<PhiVc/2 )t Reqd 9.E 9.9 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 17.34 5.00 -2.48 2.48 2.83 0.37 9.78 Vu<PhiVc/2 )t Reqd 9.E 9.8 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 17.56 5.00 -2.55 2.55 3.40 0.31 9.72 Vu<PhiVc/2 )t Reqd 9.E 9.7 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 17.79 5.00 -2.62 2.62 3.98 0.27 9.68 Vu<PhiVc/2 )t Reqd 9.E 9.7 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 18.01 5.00 -2.70 2.70 4.58 0.25 9.64 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 18.24 5.00 -2.77 2.77 5.19 0.22 9.62 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 18.46 5.00 -2.84 2.84 5.83 0.20 9.59 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 18.69 5.00 -2.91 2.91 6.47 0.19 9.58 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 18.91 5.00 -2.98 2.98 7.14 0.17 9.56 Vu<PhiVc/2 )t Reqd 9.E 9.6 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 19.14 5.00 -3.06 3.06 7.82 0.16 9.55 Vu<PhiVc/2 )t Reqd 9.E 9.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 19.36 5.00 -3.13 3.13 8.51 0.15 9.54 Vu<PhiVc/2 )t Reqd 9.E 9.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 19.59 5.00 -3.20 3.20 9.23 0.14 9.53 Vu<PhiVc/2 )t Reqd 9.E 9.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 19.81 5.00 -3.27 3.27 9.96 0.14 9.52 Vu<PhiVc/2 )t Reqd 9.E 9.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 20.04 5.00 -3.34 3.34 10.70 0.13 9.51 Vu<PhiVc/2 )t Reqd 9.E 9.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 20.26 5.00 -3.42 3.42 11.46 0.12 9.51 Vu<PhiVc/2 )t Reqd 9.E 9.5 0.0 0.0
+1.20D+1.60Lr+0.50W+1.60H 1 20.49 5.00 -3.49 3.49 12.24 0.12 9.50 Vu<PhiVc/2 )t Reqd 9.E 9.5 0.0 0.0
Maximum Forces &Stresses for Load Combinations
Load Combination Location(ft) Bending Stress Results (k-ft)
Segment Span# along Beam Mu :Max Phi*Mnx Stress Ratio
MAXimum BENDING Envelope
Span#1 1 2,0,600 -14.51 15.33 0.95
+1.40D+1.60H 12
Project Title:
Engineer:
Project ID:
Project Descr:
Concrete Beam Project File:Slab Check.ec6
LIC#:KW-06013597,Build:20.22.3.31 Centerline Communications (c)ENERCALC INC 1983-2022
DESCRIPTION: Roof Slab Check
Load Combination Location(ft) Bending Stress Results (k-ft)
Segment Span# along Beam Mu :Max Phi*Mnx Stress Ratio
Span#1 1 20.600 -14.29 15.33 0.93
+1.20 D+0.50 Lr+1.60 L+1.60 H
Span#1 1 20.600 -12.96 15.33 0.84
+1.20 D+1.60 L+0.50 S+1.60 H
Span#1 1 20.600 -12.69 15.33 0.83
+1.20D+1.60Lr+L+1.60H
Span#1 1 20.600 -14.51 15.33 0.95
+1.20D+1.60Lr+0.50W+1.60H
Span#1 1 20.600 -14.51 15.33 0.95
+1.20D+L+1.60S+1.60H
Span#1 1 20.600 -13.67 15.33 0.89
+1.20D+1.60S+0.50W+1.60H
Span#1 1 20.600 -13.67 15.33 0.89
+1.20D+0.50Lr+L+W+1.60H
Span#1 1 20.600 -12.96 15.33 0.84
+1.20D+L+0.50S+W+1.60H
Span#1 1 20.600 -12.69 15.33 0.83
+0.90D+W+1.60H
Span#1 1 20.600 -9.19 15.33 0.60
+1.20D+L+0.20S+E+1.60H
Span#1 1 20.600 -12.43 15.33 0.81
+0.90D+E+0.90H
Span#1 1 20.600 -9.19 15.33 0.60
Overall Maximum Deflections
Load Combination Span Max. "-"DO (in).ocation in Span (ft Load Combination Max."+"DO (invocation in Span (ft
+D+Lr+H 1 0.1189 9.962 0.0000 0.000
13
172 ft Rooftop Slab September 16, 2024
PM&A Project Number 070D4039 Page 7
APPENDIX C
REFERENCES
14
Previous Analysis
v
SlIf No, SDG N10, 0114,
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53'Frontage Road, gym
Suite,260, 'j"i
SHEET NO, OF
Penyvillie 1,11
CALCULATED BY
Corporate Center DATE
Hampton., NJ 088,27
Ph;(00,S)537-1300, CHECKED BY I'll DATE
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STRUCTURAL ROOFTOP MAPPING
Site Name Imperial HOU5e
TEP# 83335- 1 4333 1
Client# 853141
Field Work Date November 7,
201 7
T 0 W E R
ENGE
" ' �" ° "' Report Date November 14, 201 7
PR®FESSIONAL
ROOF PLAN VIEW Page 3 of 8
ROOF ELEVATION: 165'-0"
A/C UNIT
HoRry (.° 8'—6„x8,—6„
ILO
28'—loll
CONCRETE PAVERS
4'-0„x2„ 12'-511
PARAPET WALL
8"THICK x 3'-0" TALL STAIRWELL
(REINFORCEMENT SPACING=16") 161-5"x81-8"x9'-5" TALL
WALLS: BLOCK 7Y2" TH. & BRICK 3Y2" TH.
AT&T MOUNT Q 8'-0" ABOVE ROOF
2.4"0 PIPES Q 4'-0" C—C
BUILDING
OUTER DIMENSIONS
64'-0"x277'-0" PENTHOUSE
23'-7"x28'-6"x24'-6" TALL
ROOF WALLS: BLOCK 7)/2" TH. & BRICK 3Y2" TH,
CONCRETE SLAB 7Y2"± THICK
REINFORCEMENT Q 9" C—C,
2Y2" COVER
METRO PCS MOUNT
(2) 2.9110 PIPES Q 4'—0" C—C METRO PCS MOUNT
(2) 2.9"0 PIPES Q 4'-0" C—C
A/C UNIT
8'—6„x8'—6„
Q0 LO
SPRINT MOUNT
(4) 2.90 PIPES Q 4'-0" C—C 28'-6$$ SPRINT MOUNT
(4) 2.9110 PIPES Q 4'-0" C—C
a
12'—0"
AT&T SLED MOUNT o
14'-0„WIDE
Nlk23'-4" ' 16'-8" 1 3'-2"
METRO PCS MOUNT T—MOBILE SLED MOUNT 14'-0" WIDE
(2) 2.4"0 PIPES Q 4'-0" C-C VSPRINT SLED MOUNT 12'-0" WIDE
326 Tryon Road, Raleigh,NC 27603 o) 919.661.6351 f) 919.661.6350
www.tej4group.net
STRUCTURAL ROOFTOP MAPPING
Site Name lmj2erial HOU5e
AIM
TEP # 63335- 1 4333 1
Client# 853141
Field Work Date November 7, 20 17
T D E R
ENGINEERING Report Date November 14, 20 17
PRO FESSf ONALS
BUILDING COLUMN LOCATIONS PLAN VIEW Page 5 of 8
J
a
a �
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-- - DIMENSION
BS
0 "All
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COULD NOT LOCATE B
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AREA OF THE
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ACCESS RESTRICTIONS
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326 Tryon Road, Raleigh,NC 27603 o) 919.661.63 51 f) 919.661.63 50
www.tqagroup.net
STRUCTURAL ROOFTOP MAPPING
Site Name lmj2erial HOU5e
AIM
TEP # 63335- 1 4333 1
WO Client# 853141
Field Work Date November 7, 20 17
T D E R
ENGINEERING Report Date November 14, 20 17
PRO FESSf ONALS
ROOF SLAB DETAIL Page 6 of 8
9"±
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326 Tryon Road, Raleigh,NC 27603 o) 919.661.63 51 f) 919.661.63 50
www.tqUroup.net
�, (36,t*tc
[9 0 L W E-E
J 0 2 0 25,
UN 10 2025
P�SOUTHOLD TOWN
I'LANNI,i!ING BOARD
gas
rH
L
A R 0 S I
DEVELOPMENT
E C E 19
June 55, 2025
FedEx: 881748026330 JU
Town of Southold
Department of Building E3 III gn,
",4. k
54375 Main Rd 7011_VO IJ11 IJL)Udu�kj
PO Box 1179
Southold,New York 11971
RE: New Cingular Wireless PCS, LLC ("AT&T")building permit application
("Application") for equipment upgrades at the existing wireless telecommunications facility
21855 COUNTRY ROAD 48 CUTCHOGUE NY 11935
Dear Sir/Madam:
AT&T is seeking to perform equipment upgrades to the above-referenced existing
telecommunications Facility. We are submitting this application as an eligible facilities request
under Section 6409, referenced below. Please find enclosed the following documents in support
of our application to obtain the building permit:
1. Building Permit Application
2. Signed and Stamped Construction Drawings
3. Mount Analysis
4. Structural Analysis
5. RF Report
6. Certificates of Insurance from General Contractor
Section 6409 of the Federal Middle Class Tax Relief and Job Creation Act("Section.6409") was
adopted in 2012. Under Section 6409,your city retains discretionary zoning review over the
construction of new towers, but simple collocations and/or equipment upgrades at existing
telecommunications facilities must be approved. The new law provides that:
"a State or local government may not deny, and shall approve, any eligible facilities
request for a modification of an existing wireless tower,rooftop or base station that does
not substantially change the physical dimensions of such tower, rooftop or base station."
(Emphasis added.)
The federal law defines an"eligible facilities request" as "(A) collocation of new transmission
equipment; (B) removal of transmission equipment; or(C) replacement of transmission
equipment." (Emphasis added.)
Also, the Federal Communications Commission issued a Wireless Infrastructure Report
and Order on October 17, 2014 ("FCC Order")which established regulations that clarify
and streamline the municipal approval process for eligible facilities requests under Section
6409. A copy of the FCC Order is enclosed herewith.
The FCC Order clarifies that municipal review of an eligible facilities request is limited to
determining whether.the request falls within Section 6409:
aca State or local government may require the applicant to provide documentation
or information only to the extent reasonably related to determining whether
the request meets the requirements of this section [Section.6409]. A State or
local government may not require an applicant to submit any other
19
documentation, including but not limited to documentation intended to illustrate
'6'
the need for such wireless facilities or to justify the business decision to modify
such wireless facilities."47 C.F.R. 1.40001(c)(1) (Emphasis added).
AT&T's, ApQlication is an, Ultal"ble Facilities,Rgg,,,u,est ,u,,nd,er�'Sect"I,on 6409
AT&T's application qualifies as an eligible facilities request under Section 6409 because the
proposed installation involves "a modification of an existing wireless tower, rooftop or base
station that does not substantially change the physical dimensions of such tower, rooftop or base
station."
As shown on the plans prepared by Tectonic dated March 19, 2025,AT&T's proposed
installation consist principally of the following elements:
AT&T will have all equipment changes to be made at the same height on the monopole on the
existing mounts.No increase to the size of the ground space.
Accordingly, AT&T's installation involves the collocation and replacement of new
transmission equipment that will not increase the height of the installation nor the
dimensions of the equipment compound. As a result,the *installation"does not substantially
change the physical dimensions of such rooftop or base station." Therefore,these proposed
t and must be
e qui pment upgrades constitute an"eligible facili
ties ies request''under Section 6409,
approved. Timellne for Review and,An, roval
We would like to highlight an important timing requirement for processing this application. The
FCC Order determined that a municipality must act on an eligible facilities request within
sixty(60) days of receiving the application. 47 C.F.R. 1.40001(c)(2) (Emphasis added).
(Note,the sixty (+60)-day period is also known as the"Shot Clock"). Thus,the city must approve
this application within sixty (r6O)days of its receipt. The FCC Order provides that upon a
municipality's failure to act prior to expiration of the Shot Clock,the "request shall be deemed
granted" and AT&T will be legally entitled to proceed with construction. 47 C.F.R.
1.40001(c)(4) (Emphasis added).
Note that the FCC Order does allow the Shot Clock to be tolled if an application is incomplete.
However, in order to do so, a municipality must provide written notice that the application is
incomplete within thirty (30) days of the submittal. 47 C.F.R. 1.40001(c)(3)(i). The notice must
"clearly and specifically" describe the missing documents or *Information, 47 C.F.R.
1.40001(c)(3)(i), and, as previously mentioned, such documentation must be necessary to the
determination of whether the application qualifies as an eligible facilities request. If the
municipality requests additional information after the first thirty (30) days have passed, we will
still provide any "reasonably related"information allowed under the FCC Order,but the Shot
Clock will not be tolled.
In light of the foregoing, AT&T respectfully requests that its proposed equipment upgrades be
approved. In the meantime, if you have any questions,please feel free to call or email me.
Thank you for your cooperation.
Sincerely,
Michelle Curry
Airosmith Development
318 West Avenue
Saratoga Springs,New York 12866
(732) 503-0869 cell / (518) 306-1711 fax
'411 tllde�V,e tent.com
E-mail: trlict:i, 1 kijini
ev�',, TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
g Telephone(631)765-1802 Fax(631) 765-9502 https:lfwww.sawth�ldt�^wnnL�av
Date Received
APPLICATION FOR BUILDING PERMIT � (� EQ [�
For Office Use Only J U N - 6 2025
PERMIT NO. Building Inspector.
Building Department
Applications and forms must be filled out in their entirety.Incomplete Town of Southold
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:6/3/25
OWNER(5)OF PROPERTY:
Name:Judge Arthur SCTM#1000-473889
Project Addre55:21855 CR 48 Cutchogue NY 11935
� Phone#: Email:
Mailing Address:
CONTACT PERSON:
Name:MlChGlle Curry
� MailingAddress:318 W Ave Saratoga Spring NY 12866
Phone#:732_503-0869 Email:mcurry@airosmithdevlopment.com
DESIGN PROFESSIONAL INFORMATION:
Name:TgCtOt11C
MailingAddress=127g Route 300, Newburgh, NY 12550
Phone#: Email:MPatel@tectonicengineeri n com
914.475.4638 9-
CONTRACTOR
INFORMATION:
Name:Current Communications LLC
MailingAadre55:265 Willowbrook Rd Unit 4 Freehold NJ 07728
Phone#:(704) 794 2200 Email:max.bonakercurrent-comm.com
DESCRIPTION OF PROPOSED CONSTRUCTION
ONewStructure ❑Addition *Alteration ❑Repair ❑Demolition Estimated Cost of Project:
C70therTelecom swap out $10000
Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo
1
PROPERTY INFORMATION
Existing use of property:telecom Intended use of property: coo
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? nYes ®No IF YES, PROVIDE A COPY.
IR Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPUCA71ON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print name):Ceil Todd RAuthorized Agent Elowner
Signature of Applicant: Tag Date: 6/3/2 5
STATE OF NEW YORK)
SS:
CO U NTY OF Bucks
Ceil Todd being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is theAgent
(Contractor,Agent, Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
3 June
day of 20
25
Notary Public
Notary,Ses)I
NOW*Curry,NoUry PublIc
fttks Coonty
PROPERTY OWNER AUTHORIZATION my commiission Expires May,26,12V9
Commisislon Number'139,82,32
(Where the applicant is not the owner)
residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.,
Owner's Signature Date
Print Owner's Name
2
.................................
�u
.., .,.,.,.....
...................... ..,.,.,
j
t,.
VVIIV ,MITH �'��t,y,��rr
IIIIIV ��illpppii� "m'�o�. 1 �
at&t
ENGINEERING
EM ELF Uo,,m Iiance ReP2.rt
June 4, 2025
FA. 10106284
AT&TSite Name: utchogue
21855 County Road 48
Cutchoue, NY 1193.5
.Site Location Suffolk County
41.02.96 N
-72.4972 W
Multi-Licensee f-ocility Ye �
FCC Standard OET Bulletin 65 Edition 97-01
A S0EEE/OSHA Standard Std 95.1/1910.97
1
... .... ... .....
,Site 00'5s fico tid � T over e�
Structure Type Monopole
AT&T will be compliant with FCC
statement of Compliance Rules and Regulations.
............
1 J`Jir
----------------
i
y� r, J
l �
,J
318 West Avenue,.Saratoga Springs., NY 12866
W�E N C
Main
Office Fax;518-306-1711
"SMITH
Table of Contents
1.0Scope■....... A** W%4WN,wY m 0,041 WIM A MYI.r MM PA Rim",a M m¢G mnFMd.XfG*40#0 OwANm ON AS* 4ON A,-A*MA'AM,&*44 641'a.iM w#6 RNA1*NW'W 0***Oi1W Yy WWI*i** M WWI,*****A*N**,a W-WMA 3
2.0 Introduction.... .MX..AAAI.A(If MW,A 1.4,MN A WI%IA,i.A,iAIN 00 W f..a IN,.•AMW MU.0A PA Q W 14o wuuW&A,A.a M Wr#A,0 a A wa,w AA,*-0 M NA#*IN,664,*4 Wh4,.AW0.4 WI AIMAa.I.IN,IM 10 W4p W.*W AA,A WrISIf 0 MMRW WAka Aw'0, Wu W W.*WWA W&IN..AA A MMA Wo.1 3
3.0 Background on FCC MPE Limits.........A^N+.WM* ..AAA+�A+.....W W640A.1#0*10 1MINFA. .A&.*.OEM OEM" ,AA,4
4.0 Results and Conclusions. .....A ar..r...A,A*0 A,4,W'.A.^1�.4WM A NI*.M.N,AAwMM Mu.A#W.WW MM AFM Wr%*A,a..e#N a M.,I,A M MN MMI NA I N,WM W'W P..MIN 9 A IWI M41.*A'1P W iW YWW IN'Wq. WWNW M4. W .r.wW V
+.
5.0 Appurtenance Confi,gur,ation.........**A,*.**.N�*WAI WIFE�uA�PA�..P�4�����Na��.A�.AMNA�..�.No..W**1wA ..A.��.o,**4*.&WN..4 OWN*owl wF��a*���...W....7
6.0 Certifications .'., .'..w*#A....NNP.AwVAA'*-*WMw.-Wr**rA,.wAA.#M#* k,W&AW*AW.W..0 MW A M`I*'AWAMAAA*ws.AwA.wi...Aw.# A,#*mN.*0%wwAa*#.+iM.Ww.4,.4.uw.WW.n�i.NW 9
7.0 APPENDIX A-Predictive Modeling Technique•..........................................................,..P..,.NWWM#,**amA..,.10
FA: 10106284 2 1
f
All-Z(l M1111 E'E 110 N G
1.0 Scope
Airosmith Engineering has been requested to perform an analysis on the proposed AT&T Mobility antenna
installation as compared to the FCC limits on Maximum Permissible Exposure (MPE) as outlined in FCC's
OET Bulletin 65.The theoretical RF Emissions were analyzed using lXUS analysis software.Selected output
from the analysis is included in this report.
2.0 Introduction
Radio Frequency (RF) signals are electromagnetic waves and are characterized by their cycle time
(wavelength)which is measured in meters. Frequency is defined as the number of complete cycles a wave
can complete per second, which is called a Hertz. An illustration of the inverse relationship between
wavelength and frequency of RF signals is shown in Figure 1 belowl'I.AT&T operates within several different
frequency spectrum bands including,but not limited to:70OMHz,850MHz,190OMHz,210OMHz,230OMHz,
and 3.7GHz.When considering field strength of an RF signal note that the power decreases as the distance
from the antenna decreases.
Figure 1: Radio Frequency Spectrum
Cordless, Cordless Cordless
Shortwave Radio Phones Phones Phones
AM Band Aircraft Microwaves
p,
i% or% ;Ii t A I
j
CB VHF VHF UHF P.C.S.Phones
TV+DTV TV+DTv TV+DTV
Ham Ham Pagers Cellular Phones
FM Band
0.3 Mhz 3 Mhz 30 Mhz 300 Mhz 3000 Mhz
------------
As the frequency increases,the wavelength of the transmitted signal decreases
Mhz=Megahertz-millions of cycles per second
The FCC exposure guidelines are applicable to radio frequency spectrum between 300kHZ and 100GHz.The
FCC's exposure guidelines are further discussed in section 3.0.,but it is important to note that the exposure
limits are conservative and incorporate a substantial margin for safety.
[1] Federal Communications Commission,,A Location Government Official's Guide to Transmitting Antenna RF
Emissions Safety:Rules,Procedures,and Practical Guidance,June 2.,2000,
FA: 10106284 3 1 P a g e
w
V R,III �
��
SM1TH
ENGINEERING
3.0 Background on FCC MPE Limits
Since 1985, the FCC has had guidelines in place to evaluate human exposure to RF emissions. The most
recent guidelines were adapted in 1996 and incorporate limits for the maximum permissible exposure
(MPE) in terms of both electric and magnetic field strength and power density. Frequencies from 3OOkHz
to 1OOGHz are considered as part of these guidelines.These FCC Guidelines are documented in OET Bulletin
OS and are based on the exposure limits recommended by the National Council on Radiation Protection
and Measurements (NCRP), the Institute of Electrical and Electronics Engineers, inc (IEEE), and the
American National Standards Institute(ANSI).
For the purposes of determining exposure risk and the resulting compliance,the FCC Guidelines consider
two tiers of exposure:occupational/controlled exposure,and general population/uncontrolled exposure.
Occupotional/controlled: these limits are to be considered when a person is exposed to RF
emissions as a consequence of their employment. Additionally,this person must have been made
fully aware of the potential exposure and has the ability to exercise control over their awn
exposure.
General population/uncontrolled:these limits are to be considered in all other situations. Namely,
when an individual may be exposed to RF emissions without being aware. This can happen as a
consequence of their employment or not. Additionally, this person does not have the ability to
exercise control over their exposure.
The FCC limits for maximum permissible exposure are derived from a whole-body averaged specific
absorption rate(SAR). The limits incorporate safety factors in order to implement extra precautions when
considering the protection of the population that may be at risk. Additionally,the limits set by the FCC are
based on data that has determined there are certain ranges of frequencies where the human body absorbs
RF energy more efficiently:this frequency range is 30-3OOM Hz.
The specific MPE limit per frequency range is provided in the table below in terms of Electric Field Strength
(v/m),Magnetic Field Strength(A/m),and Power Density(mW/cm2). It should be noted that the limits are
more restrictive for the General Population/Uncontrolled exposure.
SMITH
AIR(.«
GI 6E8,1 N Ci
(A) Limits for Occupational/Controlled Exposure
mm .................-.
Frequencyctric Field Magnetic Field Power Density sity Time
e
Mi a St ren gth O Strength ( (s) � � ��
( lHz) ( r ) (A1 ) (xuW/Cii ) (minute)
0.3-3.0 614 1.63 (1 Ua) 6
3.0-30 1 4 / d ( 1 )"
30-300 61.4
300-1500 V3
(B) Linuits for general Population/Uncontrolled Exposure
..FrequencyElectric apetic Fiel Power Density
m tig ��e
�' . �
� Time
Range Strength ( Strength ( ( ) I EI'. oi�S
0.3-1.34 614 1.63 (100) 30
1.34-30 / ! ( l ): 30
30-30 7. T3 0.2
300-1500 5
1500-100,001 3
�.ecl�terYcy �t 17:�z - ---e e u-iv a- ter e i
The most common way to determine the compliance of a site is to compare the RF power density to the
Maximum Permissible Exposure Limits outlined in the tables above,and to represent it as a percentage of
the limit. This is shown graphically below in Figure 2.
Figure 2: FCC limits for Maximum Permissible Exposure(MPE}
Plane-wave Equivalent Power Density
1" V f
anaYContr ll
Occupati
mm
........r ailed Exposure
General PcpulaCronlUncontrotled Exposure
i
� f
l
0.03 Q,3 3 30 300 3,000
1�34 1,500 100,000
Frequency(MHz)
FA: 101062.84
Nd�.....................III,(
i
m rt+a"
'SMITH
It is important to note that the FCC rules specifically state that compliance is the shared responsibility of all
licensed transmitters on a site if their power density levels are equal to or greater than 5%of the exposure
limit in an area. When conducting predictive modeling, applicants are expected to mare a "good faith"
effort in factoring in the other transmitters on site.
References:
47 CFR, FCC Rules and Regulations, Part 1 (Practice and Procedure), Section 1.1310 (Radiofrequency
radiation exposure limits).
FCC Office of Engineering and Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines
for Human Exposure to Radiofrequency Electromagnetic Fields", Edition 97-01,August 1997.
IEEE Std C95.1-2019, „IEEE Standard for Safety Levels with Respect to Human Exposure to Electric,
Magnetic,and Electromagnetic Fields,0 Hz to 300 GHz".
4.0 Results and Conclusions
Upon reviewing the results of this analysis, the calculated non-ionizing radiation for this proposed AT&T
antenna installation is considered COMPLIANT when compared to general Population FCC exposure
limitations. In addition,when considering AT&T and all other transmitters on the tower,the overall site is
considered COMPLIANT when compared to the General Population FCC exposure limitations.The analysis
results are summarized below.
General Results
ww
AT&T Maximum General Population IMPE% 6.97%at Ground Level
21.52%at Adjaclent Roof Level
All Sources Maximum general Population TAPE% 11.5%at Ground Level
31.7%at Adjacent Roof Level
FA: 10106284
4 YsSMITH
A I R
ENGINEERING
5.0 Appurtenance Configuration
Colocator Data: Z Estimate Actual Data F�N/A
Operator Ant Z Centerline 7Antenna Type,Manufacturer,&Model Frequency Total TPO(W) Az °)
ID Elev. Band
(ft)
AT&T Al 70 Panel/CommScope/NNHH-65A-R4 NR 850 180 0
AT&T Al 70 Panel/CommScope/NNHH-65A-R4 LTE 700 B12 180 0
AT&T A2 71 Panel/Ericsson/AIR6472 B77G B77M 3.5GHz 50.83 0
AT&T A2 71 Panel/Ericsson/AIR6472 B77G B77M 4GHz 80.99 0
AT&T A3 70 Panel/CommScope/NNH4-65A-R6H4 LTE 700 B14 120 0
AT&T A3 70 Panel/CommScope/NNH4-65A-R6H4 LTE 700 60 0
AT&T A3 70 Panel/CommScope/NNH4-65A-R6H4 LTE 1900 180 0
AT&T A3 70 Pane1,/CommSco a/NNH4-65A-R6H4 LTE 2100 180E 0
p 0
AT&T Bl 70 Panel/CommSco a/NNHH-65A-R4 NR 850 180 l2w_.
AT&T B1 70 Panel/CommScope/NNHH-65A-R4 LTE 700 B12 180 120
AT&T... B2 71 Panel/Ericsson/AIR6472 B77M B77M 3.5GHz 50.83 120
ww
AT&T B2 71 Panel/Ericsson/AIR6472 B77G B77M 4GHz 80.99 120
AT&T B3 70 Panel/CommSco a/NNH4-65A-R6H4 LTE 700 B14 120 120
AT&T B3 70 Panel/CommScope/NNH4-65A-R6H4 LTE 700 60 120
AT&T B3 70 Panel/CommScope/NNH4-65A-R6H4 LTE 1900 180 120
i
AT&T B3 70 Panel/CommScope/NNH4-65A-R6H4 LTE 2100 180 120
AT&T Cl 70 Panel/CommScope/NNHH-65A-R4 NR 850 180 240
w
AT&T Cl 1 70 Panel/CommSco e/NNHH-65A-R4 LTE 700 B12 180 240
AT&T C2 71 Panel/Ericsson/AIR6472 B77G B77M 3.5GHz 50.83 240
AT&T C2_ 71 Panel/Ericsson/AIR6472 B77G B77M 4GHz 80.99 ......
240
AT&T C3 70-- panel/CommScope/NNH4-65A-R6H4 LTE 700 B14 120 240
AT&T C3 70 Panel/CommScope/NNH4-65A-R6H4 LTE 700 60 240
AT&T C3 70 Panel/CommScope/NNH4-65A-R6H4 LTE 1900 „q 180 wwww240
AT&T C3 70 Panel/CommScope/NNH4-E5A-R6H4 LTE 2100 180 240
w
Other O1 79 Panel/Generic/PentaBandPanel short LTE 1900 80 0
Other 01 j 79 Panel/Generic/'PentaBandPanel short LTE 2100 80 0
Other 02 79 Panel "Generic, nta an P nel short LTE 700 30 0
Other 02 79 Panel/G'eneric/PentaBandPanel short LTE 600 80 0
—---------
Other 03 79 i Panel/Generic/PentaBandPanel short LTE 2500 80 0
Other
04 79 Panel/Generic/Penta Band Panel short LTE 1900 80 120
Other 04 79 Panel/Generic/PentaBandPanel short LTE 2100 80 120
Other 05 79 Panel/Generic/PentaBandPanel short LTE 700 30 120
Other 05 79 Panel/Generic/PentaBandPanel short LTE 600 80 120
Other 06 79 Panel/Generic/PentaBandPanel short LTE 2500 80 120
Other 07 m
79 Panel/Generic/PentaBandPanel short LTE 1900 80 240
Other 07 79 Panel/Generic/PentaBandPanel short LTE 2100 80 240
Other 08 79 Panel/Generic/Penta Band Panel short LTE 700 30 240
Other 08 79 Panel/Generic/PentaBandPanel short LTE 600 80 240
11,
Other 09 79 Panel/Generic/Penta Band Panel short LTE 2500 80 240
Other 010 106 Omnidirectional/Generic/SingleBandOmni GSM90C� 80 0
Other oil 106 Omnidirectional/,Ge erwc/`Sin leBandOmni GSM900 80 0
T-Mobile Tl 93 Panel/Generic/PentaBandPanel short LTE 1900 80 0
T-Mobile T1 93 Panel/generic/Penta Band Panel short LTE 2100 80 0
.............
T-Mobile T2 93 Panel/Generic/PentaBandPanel short LTE 700 30 0
FA: 101062 4 7 1 P a g e
jjjl�
........... SMITH
ENGINEERING
T-Mobile T2 93 Panel/Generic/PentaBandPanel short LTE 600 80 0
T-Mobile T3 93 Panel/Generic/PentaBand Panel short LTE 2500 ..-200
T-Mobile T4 93 Panel/Generic/PentaBandPanel short LTE 1900 80 120
T-Mobile T4 93 Panel/Generic/PentaBandPanel short LTE 2100 80 120
-,---7
T-Mobile T5 93 Panel/Generic/PentaBandPanel short LTE 700 30 120
T-Mobile— T5 93 Pa nel/Generic/PentaBa nd Panel short LTE 600 80 120
T-Mobile—1 T6 93 Panel/Generic/PentaBandPanel short --LTE 2500 200 120
T-Mobile T7 93 Panel/Generic/PentaBand Panel short LTE 1900 80 240
...........1—T-M o bi fe...... T7 93 Panel/Generic/PentaBa nd Panel short LTE 2100 80 240
T-Mobile T8 93 Panel/Generic/PentaBandPanel short LTE 700 30 240
—T-Mobile T8 93—,—1 Panel/Generic/PentaBandPanel short LTE 600 80 240
T-Mobile T9 93 Pa nel/Generic/Penta Band Panel short LTE 2500 200 240
Verizon vi 105 E:Panel/Generic/PentaBandPanel short LTE 700 80 0
Verizon vi 105 Panel/Generic/PentaBandPanel short LTE 1900 80 0
E
Verizon V2 105 Panel,/Generic/PentaBandPanel short ....................... LTE 850 80 0
Verizon V2 105 Panel/Generic/PentaBandPanel short LTE 2100 80 0
Verizon V3 105 Panel/Samsung/MT6407-77A 4GHz 80 0
Verizon V4 105 Panel/Generic/PentaBandPanel short —LTE 700 80 . .... 120
Verizon iV4 105 Panel/Generic/PentaBandPanel short LTE 1900 80 120
Verizon V5 105 Panel/Gen:er'lc,/P,el,ntaBandPan,e'I short LTE 850 —80 120
Verizon V5 V6 105 105 Panel/Generic/PentaBandPanel short I LTE 2100 80 120
Verizon Panel/Samsun gjMj§407-77A... 4GHz 80 120
Verizon V7 105 Panel/Generic/PentaBandPanel short LTE 700 80 240
Verizon V7 105 Panel/Generic/PentaBandPanel short LTE 1900 80 240
Verizon V8 105 Panel/Generic/PentaBandPanel short LTE 850—., 80 -- 240
Verizon V8 105 Panel/Generic/PentaBandPanel short LTE 2100 80 240
Verizon V9— 105 Panel/Samsung/MT6407-77A 4GHz 80 240
FA: 10106284 8 1 P a g e
I R,6, SMITH
L.II' Il I14IL:IE I N G
6.0 Certifications
a. Preparer Certification
1,Angelo Santos,the preparer of this report,am familiar with the Rules and Regulations of both the
Federal Communications Commission (FCC)and the Occupational Safety and Health Administration
(OSHA)with regard to Human Exposure to Radio Frequency Radiation. I am also familiar with AT&T's RF
Exposure:Responsibilities, Procedures&Guidelines document. I have reviewed this Radio Frequency
Exposure Assessment report and believe it to be both true and accurate to the best of my knowledge.
Saar"
06/04/2025
b. Reviewer Certification
!, Emily McPherson,the reviewer and approver of this report, am fully aware of and familiar with the
Rules and Regulations of both the Federal Communications Commission (FCC)and the Occupational
Safety and Health Administration (OSHA)with regard to Human Exposure to Radio Frequency Radiation.
1 am also fully aware of,and familiar with AT&T's RF Exposure: Responsibilities, Procedures&Guidelines
document. I have reviewed this Radio Frequency Exposure Assessment report and believe it to be both
true and accurate to the best of my knowledge.
, t,
S W&;DlwwmAC�� 11 0
�u
%P
06/04/2025 Cz _
10864�
A
615/2025
FA: 10106284
11111IN1111
ryW)SlMITH
ENGINEERING
7.0 APPENDIX A-Predictive Modeling Technique
Airosmith Engineering has performed worst case predictive modeling on the proposed AT&T antenna
installation as compared to the FCC limits on Maximum Permissible Exposure (MPE) as outlined in FCC's
OET Bulletin 65 using IXUS EMF Compliance Management Software,,Version 4.14.0. IXUS is a commercially
available software developed by Alphawave.
IXUS uses Ray-Tracing RF exposure modeling to calculate the power density and compares it with FCC
Limits.The ray tracing method is an advanced computation method described by an international standards
protocol: I EC 622321.
RF power density levels are calculated using the IXUS Modeler.IXUS employs a synthetic ray tracing method
for panel and omnidirectional antennas and a cylindrical envelope method for microwave dish (parabolic
reflector/aperture)antennas.
IXUS uses elemental sources, which are representative of how an antenna emits RF energy. These
elemental sources are selected by an analysis of the antennas and their manufacturers' clatasheets.All of
the sources representing all of the antennas are summed to determine power density. Ray tracing
algorithms typically overestimate RF power density because they do not take into account absorption of RF
energy in the ground,building walls and other man-made structures.
The power density summation works as follows:
To calculate exposure and compliance boundaries, power density from each source (exposure value by
frequency EVf) is divided by the appropriate exposure limit(ELf), creating an exposure ratio (ERf).
ERf — E Vf
ELf
Ratios from each source are combined to determine a total exposure ratio TER. This ratio is used to
determine exposure and compliance boundaries.
n
TER = ERj
IXUS uses the calculated TER to create graphical 3D compliance boundaries around all of the antennas
combined and to determine the exposure at any location.
Additionally,a conservative and verified modelling technique for 5G beamforming antennas in IXUS is also
used.The simulation accuracy of the IXUS calculation module has been verified extensively with full-wave
EM simulations using FEKO. All antenna models that are used in the IXUS modeler undergo a rigorous
verification process, whereby manufacturer data obtained from datasheets or pattern information is
compared to that of the IXUS antenna model, during the synthesis process.
IEC 62232:2017, Determination of RF field strength and SAR in the vicinity of radiocommunication base stations for
the purpose of evaluating human exposure, International Electrotechnical Commission,,Geneva.
FA: 10106284 10 1 P a g e
S,,tantec
Date: April 24, 2025
5100 South Macadam Avenue,
Suite 500
Portland, OR 97239
(503)595--9128
Subject: Structural Analysis Report
Carver Designation: AT&T Mobility Co-Locate
Site Number: NYCENY1027
Site Name: Cutchogue
FA Number: 10106284
Crown Castle Designation: BU Number: 806579
Site Name: NY Cutchogue 958280
JDE Job Number: 2147028
Work order Number: 2384727
Order Number: 703168 Rev. 0
Engineering Firm Designation: Stantec Project Number: CN7-595R3/280570026
Site Data: 21855 Country RD,Cutchogue,Suffolk County, NY 11936
Latitude 41*1'45.57", Longitude-72°29'50.29"
108.5 Foot--EEI Monopole Tower
Stantec is pleased to submit this"Structural Analysis Report"to determine the structural integrity of the above-
mentioned tower.
The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have
determined the tower stress level for the structure and foundation, under the following load case, to be:
LC7: proposed Equipment Configuration Sufficient Capacity
This analysis utilizes an ultimate 3-second gust wind speed of 127 mph as required by the 2020 New York State
Uniform Code.Applicable standard references and design criteria are listed in Section 2-Analysis Criteria.
Respectfully submitted by:
C C
NY License No. 89337
G. Lane Cooke, P.E. ( )
Senior Engineer
200 1 �I/l i d by G.
La -e Co, k
` 4
EXP 12/31/26
tnxTower Report-version 8.3.1.2
u
Te(ctonic
PptA 111�":111'11 C A 11,SO 111 1`iIl'C")IITI4'A III'°:X CEFu11,u01111AL SLR"VII C III!
Gate. March 19,2025
Mount Analysis Report
Tower Owner: Crown Atlantic Company LLC
Carrier: AT&T
Site Name: Cutchogue
FA Number: 10106284
Site Data: 21855 Country Road 48, Cutchogue
Suffolk county, NY 11935
Latitude 41° 01'46.4'", Longitude-72' 29"50.1
T-Arm Mount
Tectonic Project Number: 12455.10106284
Tectonic Engineering Consultants, Geologists & Land Surveyors D.P.C. is pleased to submit this "Mount
Analysis Report" to determine the structural integrity of the above-mentioned antenna mounting system.
The purpose of the analysis is to determine acceptability of the mount stress level. Based on our analysis
we have determined the mount stress level to be:
Sector Mount: sufficient—43.0%
This analysis has been performed in accordance with the ANSI/TIA-222-H--1-2019 Standard and the 2020
New York State Building Code (2018 IBC) based upon an ultimate 3-second gust wind speed of 127 mph.
Exposure Category C with a maximum topographic factor, Kzt, of 1.00 and Risk category II were used in
this analysis.
We at Tectonic appreciate the opportunity of providing our continuing professional services to you. If you
have any questions or need further assistance on this or any other projects, please give us a call.
Structural analysis prepared by. SG 1 MC
Respectfully submitted by:
Tectonic Engineering Consultants, Geologists &Land Surveyors D.P.C.
N
ki
* C
Manojkumar B. F *E. `
Managing Directo
,COPE%S '0lll
Newburgh,Project Contact Info
tectonicengineering.corn
Equal Opportunity Employer
March 19, 2025
T-Arm Mount Structural Analysis Cutchogue
Project Number 12455.10 106284 Page 2
TABLE OF CONTENTS
1) INTRODUCTION
2) ANALYSIS CRITERIA
Table 1 - Proposed Equipment Loading Information
Table 2- Existing Equipment Loading Information
3) ANALYSIS PROCEDURE
Table 3-Documents Provided
3.1)Analysis Method
3.2)Assumptions
4)ANALYSIS RESULTS
Table 4- Mount Component Stresses vs. Capacity
4.1) Recommendations
5) APPENDIX A
Software Input Calculations
6) APPENDIX B
Wire Frame and Rendered Models
7) APPENDIX C
Software Analysis Output
8)APPENDIX D
Additional Calculations
March 19, 2025
7-Arm Fount Structural Analysis Cutchogue
Project plumber 12455.10106284 Page 3
1) INTRODUCTION
The existing antenna mounting system can be categorized as 12.5 ft Sector Mount, installed at the 70 ft
elevation above ground level.
2)ANALYSIS CRITERIA
TIA-222 Revision: `CIA-222-H
Disk Category: II
Wind Speed: 127 mph
Exposure category:
Topographic Factor: 1.0
Ice Thickness: 1.0 in
Wind Speed with Ice: 50 mph
Seismic Ss: 0.177
Seismic S 1: 0.05
Service Wind Speed: 60 mph
Table 1 - Proposed Equipment Loading Information
............... —-----
Mounting CarrierNumber Antenna Proposed
of Antenna Model Note
Level (ft) Designation 'Antennas Manufacturer Mount Details
Commscope NNH4-65A-R6H4
PROPOSED
TOP RAIL
Ericsson AIR6472 B77G B77M SUPPORT KIT
....... � ����R�n.n.....u......mm�,,,,,,,���o�n.�„���o��,,,�...:�..�,,,,,,,,,,,,,,,,,,,,,,�..:.............����������������...............................................»,�..... (S ITEPR01
70.0 AT&T 3 Ericsson RADIO 4490 B5/B12A PIN#: PRK-
-.�. ���« �.�.r �R"�,��, ...� nnnnnnn..........n���.��.��.��������, rrmmmmmmmmmmmm�...��M��M��wmmM �.Y
S FS-L)O R
3 Ericsson RADIO 4494 B14/B29 APPROVED
��.��r�.� �.r�__�rrrr �Y�YrYrr�rYY�YY��rrr�YY�Y .....���.....�.
3 Ericsson RADIO 4890 B25/B66
EQUAL
............ ........................................................................................ ------
Table 2 w Existing Equipment Loading Information
Number
r Antenna Existing Mount
Mounting car Carrier of Antenna Model g Note
Level (ft) Designat��on!Antennas Manufacturer Details
w rrw.vdm�ouwiwuyw dwx ma uwuwreavmw,nn,m9 uuVIYUUI ,.IPP,
Commscope NNHH-65A-R4
�.�..�......_.�.�....� ................................... ...._._- _.-_____-._______ ..,.. .,.�. ... �.......nnnnnnnnn �1
2 r ayca p DC6 Squids
Commscope NNHH-65A-R4
...�. ........�..�� �Y.� �,._..�___.._......._..... ......
nokia AirScale RRH 4T4R B5
70.0 AT&T � .� ���,�� ��u����������������,�,p,.,.���,�,,,u�rrm�������,,,r,,,,�����,,,�mm���,rrmM��w��,,,,����.,,,� �����nn u�,r ���� �r� ���»���m�»�� ���.. .��. (3)T-Arm
AirScale RRH 4T4R
nokia B12/B14 2
- ...-..... _._._.__._ �.�..........__ ...... _ _. _. __�_.�.� � �� ...��� �R«R����R�R�R�R����R«R�R�R�R�R�R ����������«���R«R�������������
3 alcatel lucent RRH 3x30-R4 B25/B66
3 alcatel lucent RRH 4x25-WCS-4R
,...,. __.........�.... _,�_ .... .. ._------- .� ... �._
Notes
1) Existing Equipment.
2) Existing Equipment to be removed; not considered in the analysis,,
March 19, 2025
T-Arm Mount Structural Analysis Cutchogue
Project Number 12455.10106284 Page 4
3) ANALYSIS PROCEDURE
Table 3 - Documents Provided
7*�
let--
.-j Document Remarks Dated
..................................
Mount Analysis Report NB+C Engineering Services 10/02/18
11 Construction Drawings-Rev B Tectonic 03/19/25
I ............................................................................................................... ....................................................................................................................
3.1) Analysis Method
RISA-3D (22.0.0), a commercially available analysis software package, was used to create a three-
dimensional model of the antenna mounting system and calculate member stresses for various
loading cases.
A tool internally developed, using Microsoft Excel, by Tectonic was used to calculate wind loading on
all appurtenances, dishes, and mount members for various load cases. Selected output from the
analysis is included in Appendix B.
3.2) Assumptions
1) The antenna mounting system was properly fabricated, installed, and maintained in good condition
in accordance with its original design, TIA Standards, and/or manufacturer's specifications.
2) The configuration of antennas, mounts, and other appurtenances are as specified in Tables 1 and
2 and referenced drawings.
3) All member connections are assumed to have been designed to meet or exceed the load carrying
capacity of the connected member unless otherwise specified in this report.
4) Steel grades have been assumed as follows, unless noted otherwise:
Channel, Solid Round, Angle, Plate ASTM A36 (GR 36)
Pipe ASTM A53 (GR 35)
HSS Tube ASTM A500 ter B (GR 46)
Connection Bolts ASTM A325
This analysis may be affected if any assumptions are not valid or have been made in error. Tectonic
should be notified to determine the effect on the structural integrity of the mount.
4) ANALYSIS RESULTS
Table 4- Mount Component Stresses vs. Capacity(Sector Mount')
Notes Component Mount Centerline (ft) % Ca acity Pass Fail
........... ...........
Face Horizontal 43.0 Pass
IIIIStandoff Horizontal 40.0 Pass
................................................. .......-—------------------------------------------------------ ......
I .................1.11,�-�-1.1-1-11-,��,��,�,-,ll-i'�- 1 70.0
Stabilizer Arm 08.0 Pass
I.........................................................................................................................................................................................................................................
35.0 Pass
Mount Pipe
............ -------........................................................................................................................................................................................ ..........................................................
Structure Rating (max from all components) = 43.0 %
Note:
1) See additional documentation in"Appendix C-Analysis Output"for calculations supporting the%capacity
consumed.
4.1) Recommendations
The existing T-Arm mount has sufficient capacity to support the proposed AT&T loading configuration.
As per client's request, a reinforcement kit, p/n: PRIG-SFS-L (as manufactured by SiteProl or approved
equal)to be installed prior to the installation of proposed appurtenances.
March 19, 2025
T Arm Mount Structural Analysis Cutchogue
Project Number 12455.10 106284 Page 5
APPENDIX A
SOFTWARE INPUT CALCULATIONS
..........
......................
Job No.: 12455.10106284
Sheet No.: 1 of 4
'e,c 11c,T ton', Calculated By: SG Date 03/19/25
Checked By: IVIC Date 03/19/25
............ ..................
WIND AND ICE LOADS PER TIA-,222,-H
W.O. 12455.10106284
PSi'ect Name Cultc,hogue
Location 21855 CountaRoad 48, Cutchoque, NY
Coust !,Suffolk
...........
Tower Type MID Me nppole
Structure Hei ht 108.5 ft
ue22!T S
in Str Het',gg ht GGM ft Or ground mounted
Risk Cate 11 Moderate risk
Exp sure Ca, C 'Open terrain
To Category 1 Flat or rolling terrain
Height of crest[ 0 ft
Mean elevation (zs)[ r
57 ft,
............. ...........
Ultimate Wind d -sec g, N',,Qt,Ap tic '(3
Without ice 127 meh Width of windward face (Ws) 0.00 ft,
..........
With ice 50 mph Height of windward face (H.$) 0.00:
Maintenance Wind 30 Imph Height ofip,atapet 0.00 A
Ice thickness 1 �in Horz distance from center Xb') 0.00 A
Height above roof(Zr) 0.00 ft
Importance Factor
Ice thickness 1.00 Hei`�ght z(ft)* 71
Earth qcake 1.00 Kh N/A
Sup Kzt 1.00
port,ibg, Data,
Ks 1.00 Kz 1.18
Ke 1.00 Kiz 1.08
KC 1.00 Wind Pressure, No Ice 46.10,
Kjj N/A With Ice 7.14
qz(psf)
fl N/A Service 2.57
z9 900 OfZ 1.0F
' )
(X
9.5 Aurtenances No Ice 46.10
Kzmin 0.85 pp(q With Ice 7.14
, zGh)
Kd 0.95 Maintenance 2.57
L 1.00
NWOOIMN�
Note *Height considered is Conservative, therefore OK.
10106284 AMA Rev H Wind Loading WindLoads-TIA-H
Job No. 12455,10106284
Sheet No. 2 of 4
Tectoni CLI Calculated By SG Date-, 03/19/25
Checked By MC Date 03/19/25
Eggj'wpment Infor,mation
Shie_ldin2 factor.Kn I n on 16�6
WIND KIIMOUT ICE
Windward Normal Transverse
Face Face
Wind ward Antenna Antenna
Length or Flat or Normal Normal
Side Face Side Face Wind Load Wind Load Antenna Total
(E)or Qty per Diameter Width Depth Cylindrical Antenna Antenna (Aa)N (CaAa)N (Aa)T (CaAa)T Each Each Weight Weight
Antenna Configuration (P) Sector Z(ft) (ft) (in) (in) ? (Ca)N (Ca)T (ftA 2) (ftA2) (ftA 2) (ftA 2) (lb) (lb) (lb) (lb)
NNH4-65A-R6H4 P 1 71 4.92 19�60 7v75 Fiat 1.22 1.42 8.03 5.60 3.18 1.80
Alert 6472 877E 877-M P 1 71 3.03 16.00 1 9.30 Rat 1 1.20 1 1.26 4.03 4.36 2.34 2.66 201 123 90.6"' 90.6
NNHH-65A-R4 E 1 71 4.58 19.61 7.76 Flat 1.21 1.40 7.49 5=20 2,96 1.70 240 78- _683 68.3
Radio 4890 182511866 1 P 1 71 132 15.66 7.10 Flat 1.20 1,22 2,24 2-42 1,02 1.11 ill 51 67.2 67.2
Radio 4494 8141129 p 1 71 1.71 15.62 5.86 Flat 1.20 1.24 2,23 2,41 0,84 0.94 Ill 43 57.3 57,3
Radio 4490 BSIB12A p 1 71 1.71 15.62 7.00 I Flat 1.20 1£22 2,23 2,41 1,00 1�10 ill 61 65.0 65.0
DC6 Squid E 1 1 1 71 2.00 11.00 1 11.00 gat 1.20 1 1.20 1,83 1,98 1,83 1 1,98 '91 91 -32.8 32.8
!17
L 629
EPA values utilized are based on CFD values provided by the client.
WIND WITH ICE 1c a Thk in
Windward
Face Side Normal Transverse
Face Windward Antenna Antenna
Length or Flat or Normal Normal Face Side Face Wind Load Wind Load Ice Area
(E)or Qty per Diameter Width Depth Cylindrical Antenna Antenna (Aa)N (CaAa)N (Aa)T (CaAa)T Each Each for Weight Ice Weight
Antenna Confiauration (P) Sector z(ft) (in) (in) ? CaN (Ca)T (ft A 2) (ftA 2) (ftA 2) (lb) (lb) (ftA 2) Alone(Ibs)NNH4-65A-R6H4 P 1-00 71M 5,10 21.76 9,91 Cylindrical 0.71 Oe71 9.24 5.88 4.21 2.68 42 19 22.4 112,9
AIR 6472 877G 877M P I s00 71 00 t 3-20 18,16 11.46 �Iind�ricai 0.7 0.7 4.85 3.06 1 3.06 1.93 22 14 12.8 64-3
NNHH-65A-R4 E 1.00 71.00 436 21,77 J 9.92 Cylindrical 0.70 0.703 8.64 5.46 3.94 2.49 39 18-' 20,9 105,.3,
Radio 4890 825/866 P 1.00 71.00 1�90 17,82 9-26 Cylindrical 0.7 0.7 2.82 137 1�46 0.92 13 7 6.5 '32"8
Radio 4494 814/829 P 1.00 71.00 1.89 17,78 &02 Cylindrical 0.7 0=7 2.80 1�77 1,26 0.80 F -13 6 6.1 30.9
Radio 4490 85/81 2A P 1.00 71.00 1.89 17�78 9.16 Cylindrical 0,7 0.7 2.80 1,77 1-44 0,91 13 7 6.5 32.5
DC6 Squid E 1.00 71.00 2.18 13A6 1116 Cylindrical O 7 0,7 1 2,39 1.51 2-39 1,51 I'l 111 7,3 36.9
kA!J'N 24,37 )_(C-3&-A,)T 13-78 346
10106284 AMA Rev H Wind Loading Equipment
Job No. 12455.10106284
Sheet No. 3 of 4
Tecton,i--c Calculated By SG Date: 03/19/25
ON A G3f U. U4IU I_At .. Checked By MC Date: 03/19/25
MOUp i m Information
Mount Center Line: 71 ft
Reduction Factor- 0�9 Secfion 16£5
Projected Flat or ce Ice Projected Wind
Length Depth Force Projected Wind Force Weight
Mount Part Quantity ft Width in Cylindrical Coefficient Area ft"2 Ibsift Area Weight Area with Force Ice
{ } (in) { } { } { }
? (lbs/ft} Ice(ft^2) (lbs1ft}
ftA2 _
Face Hrztl Pipe�3.0"STD 1 12.50 3.50 3.50 Cylindrical 1.2 0.35 �14. 0.92 .6 0.57 3.6
- _
Standoff Hrztl FISS4X4X4 1 4.25 4.00 4.00 Flat 1.6 0.53 22,0 1.33 6.7 0.82 5.3
Standoff Vrtl Pipe,4.0"STD 1 1.50 4.50 4.50 Cylindrical 0.9 0.34 [ 14.2 1.18 5.9 0.51 3.3
Mount Pipe 2.0"STD 3 6.00 2.40 2.40 Cylindrical 1.2 0.24 10.0 0.63 3.2 0.46 2.9
Standoff Mount Pipe 2.0"STD 2 4.00 2.40 2.40 Cylindrical 1.1 0.22 9.0 0.63 3.2 0.41 2-
(P Face Hrztl Pipe_2.0"STD 1 13.00 2.40 2.40 Cylindrical 1.2 0,24 '10:0 0.63 .3,2 0.46
_ _ _ _
(P)Stabilizer Arm L2.5X2.5X4 2 6.00 2.50 2.50 Flat 2.0 o.42 17.3 0.83 4.2 0.78 5.0
Note:
1. Member sizes are based on Mount Analysis Report by NB+C Engineering Services,referenced above.
10106284 AMA Rev H Wind Loading Mount
Job No. 12455.10106284
Sheet No. 4 of 4
Td,ct' o1n*1Cw Calculated By SG Date 03/19/25
Checked By MC Date 03/19/25
Seismic Check
Tower Information Leo gra,ph,ic Information,
"Tower Type: MP City: Cutchogue,
Structure Height 108.5 ft State: New York
Supporting Structure Height County: Suffolk
Mount Height
..... 71 f t Latitude: 1,41-0295556 Longitude: -72.4972
Seismic Information
Risk Category II
Importance Factor 1.00
.............11
Site Soil Classificaiton D Table 2-10
Ss 8.1 'hazardtq�ol e btt v, LascO o�nlin�
S, 0.05
Fa 1.6 (Table 2-11, interpolation allowed)
Fv 2.4 (Table 2-12, interpolation allowed)
SDS 0.189i Section 2.7.5
Soy 0.08
R 2.00 Section 16.7
As 3.00 Section 16.7&2.7.8.1
Cs 0.09 > 0.03
.............................. J
Eguivalent Latera]Fdrce Procedure
Equipment(Discrete Appurtenances)
Shear Vert. Horz.
city per Antenna Vs= Seismic load Seismic load
Antenna Configuration )or(P) Sector z(ft) Weight(lb) As*Cs*W (Ev, I bs) (Eh, lbsbs)
mu" WN�Nuu MON 1 1,
NNH4-65A-R6H4 P 1 71 74 21 3 21
26
P 1 71 91 26 3 AIR 6472 B77G B77M
NNHH-65A-R4 E 1 71 68 19 3 19
Radio 4890 B25/1366 P 1 71 67 19 3 19
------
Radio 4494 B14/B29 P 1 71 57 16 2 16
Radio 4490 B5/B12A P 1 71 65 18 2 18
DC6 Squid E 1 71 33 9 1 9
.........................................
Mounting System(Discrete Appurtenatices)
�Ev=0.2SDs* D' 0.038x D "D"is the dead weight of the mount members.
Eh=rho*QE 0.283x W "W"total weight of structure above ground
Notes:
1. Ev and Eh for the mount members is to included in the RISA model
10106284 AMA Rev H Wind Loading Seismic
March 13, 2025
T Arm Mount.structural Analysis Cutchogue
Project plumber 12455.10106284 Page 6
APPENDIX B
WIRE FRAME AND RENDERED MODEL
Y
(R) DC5
(P)SITEPRO1 (P/N: PRK-SFS-L)
�(E) NNHH 55A-R4
(P) RADIO 4494 g141g2y//
�l
(P) RADIO 4890 E32511305
w
qq I�
ill f
l
i
�k
lull
�n
J �
rid�y lGi4
a � r
l
N 'l i
i
a
(P) MOUNT PIPE 2.0"STD X
13 FT LONG
f
(P) RAD ICJ 4490 135113 12A
(PP) NNH4-55A-R5H4
(P)AI R5472 B77G B77M
NOTES:
1) PLEASE REFER TO CONSTRUCTION
DRAWINGS PREPARED BY TECTONIC
(P) PROPOSED REFERENCED ABOVE.
(E) EXISTING 2) PIPES ARE SHIFTED ABOVE TO CONNECT
( ) RELOCATED TO PROPOSED REINFORCEMENT.
---------------
y
Tectonic Mount Analysis SK-1
SG Mar 07 2025 at 05:51 PM
'12455.10'I062$4 12S T-Arrn_MountAnalysis.,,�m
I
A
N 13+6
93
i
N143 N51
N
N137
5, N 158
5 N57
`5 N
N17
145
N�3y 1 N8
N146
Tm' 6
N144
I
7Tectonic Mount Analysis SK-2
11RISk ------
----
„a�w w� S Mar 07,2025 at 05.52 PM
1,12455.10106284 12.5'T-Arm_MountAnalysis,,.,,
Y
01
I�
0 `
CO
11
i
A Tectonic Mount Analysis SK-3"IRIS
SG Mar 07, 2025 at 05:53 PM
12455.10106284 12.5'T-Arm_MountAnaIysis., .
Section Sets
Face Hrztl Pipe 3.0"STD
ZJ:kx Standoff HrzU HSS4X4X4
Standoff Vrtl Pipp_4.0"STD
Mount Pipe_2.0"STD
Standoff Mount Pipe,_2.0"STD
(P)Face Hrztl Pipe 2.0"STD
(P)Stabilizer Arm L2.5X2.5X4
RIGID
j WOO*
Ln
-o
rn
RI IT
.ia
i
,r
MEMBER SITES ARE BAND
ON PREVIOUS ANALYSIS
REPORT REFERENCED
HEREIN IN THIS REPORT
Tectonic Mount Analysis SK-4
SG Mar 07,2025 at 05:53 PM
12455.10106284 12.5'T-Arrn—MountAnalysis...�J,
zj:kx
-34 lb
-33 lb
-45 lb
-65 lb
-34 lb
-37 i
-45 lb
A
o s:BLC 1,,Dead Load
Tectonic Mount Analysis K-5
111RISA
SG
Mar 07, 2025 at 05.53 PM
12455.10106284 12.5'T-Arm_MountAnalysis.. .,
Z" x
-10 Iblft
-120 Ib
-10lblft lb/ft
1
-10 Iblft I
-'101 Ib
-a 1 lb
I
-14 Iblft -120 Ib
-129 Ib
r b
-129 lb
Loads:BLC 2,W In
..............---- ---------
IIIRISA'
Toctonic Mount Analysis K-0
Nda SG Mar 07, 2025 at 05.54 PM
12455.10106284 12.5'Ty-Arm_MountAnalysis. „
f
lblft
-39 lb
b
-' 'I
Ib/ft
PO
-•42 lb
�1 b -r1 b
-42 lb
i
a s.p BLC 31 Wind Load-
IIIIRISA,
Tectonic Mount Analysis S -7
SG Mar 07, 2025 at 05:54 PM
1 4455.10106284 12.5'`C-Arm_MountAnalysis.; :.
Y .
I,
tl
-37 lb.'3 ib/ft -4 f
-3db -32 lb
g
-8 b -3 -53lb
i
orb/
32 lb-6 lb/fit
lb/fit
i
-561
s.,BLC 4,Dead Load of ice al`c,ne
Tectonic Mount Analysis SIB-8
111RISA ...........
, SG Mar 07,2025 at 05.55 PM
12455.10106284 12.5'T-Arm_MountAnalysis..
I
-3 Iblft
-20 lb
-3 Iblft
-3 Iblft
-11 lb
-7 lb
-3 lblft -20 lb
-21 lb
IIN
� f
F
I
-21 lb
Lds;BLC 51,1 Wind .a ia ,-X,
IIIRISA
Tectonic Mont Analysis SK-9
SG Mar 07, 2025 at 05:55 PM
12455.10106284 12.5`T-Arm MountAnalysis. .
Z'
-9 lb,,,,.,
-4
i
-10 Ib
-3
0000,000
-10 Ib
i
Loads.BLC 6,,Wind Load i -
111RISA Tectonic Mount Analysis SK-10
r7VISKXKwlr.' SG Mar 07, 2025 at 05.55 PM
1712455.10106284 12.5'T-Arm—MountAnalysis.�.�.,
z
X
-2 lb
-1 lbi
-2 lb
-5 Ib
lb
-2 lb -2 lb
-2 lb
Loads.BLCT, Earthquake(Ev)
Tectonic Mount Analysis SK
111RISA,
,11 1,k5AE I �E p"',,1"4" SG Mar 071 2025 at 05:55 PM
L 12455-10106284 12&T-Arm—MountAnalysis....
Y
Z X
-10 lb
-'10 lb
la
13 lb
1.
-13 lb
11 lb
-18 lb
0
-10 lb
b �
1
1 -1� b
-11 Ib
Loads:BLC 8, Earthquake(Eh)
Tectonic Mount Analysis SK--12
111RISAA
111 1 VAI(X INS ,SG Mar 07,2025 at 05:55 PM
12455.10106284 12.5'T-Arm�MountAnalysis..,.
------------- I
Z:
o
- ` ,0 lb
r
I
a
250 LB MAN LIVE LOAD
Loads B LC 9,!L 'l 2 LOCATIONS,TOTAL)
Tectonic Mount Analysis S -13
IIIRISASG Mar 07 2025 at 05:55 PM
2455.1 a 10i284 12.5'T-Arm MountAnalysis.. .
March 13, 2025
T Arm Mount Structural Analysis Cutchogue
Project Number 12455.10106284 Page 7
APPENDIX D
SOFTWARE ANALYSIS OUTPUT
------ .............................
Y Code Check
(Env)
z X No Calc
'90-to
CO
C)
00
10.43 < 1
ltHEREFORE, OK
Member,Code Checks Displayed(Enveloped)
Tectonic Mount Analysis SK-14
III'RISA Mar 07 2025 at 05:56 PM
SG
112455.10106284 12.5'T-Arm—MountAnalysis..,.,
Company Tectonic 3/7/2025
Designer SG 5:58:14 PM
111RISAJob Number 12455.10106284 Checked By : MC
A ri',-:%1-,-TqC-,F-K C`r-APA NY Model Name Mount Analysis
......................... ............
Hot Rolled Steel Propertietis--
Label E[ksiL G'-[k1s;J'i Nu, Therm.,Coeff.,H e"F-111, Den, 1"jklft`3] Yield Fu Rt
------- --. - - - -11 1 -111 §jy
I A36 Gr,.36 29000 111 4 0.3 0.65 0.49 36 1.5 58 12
...........
2 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 --1.1 65
3 A992 29000 11154 0.3 0.65 0.49 0 11 65 11
-A-5-0-OG--r".-B-R-N-b, 2 9 0 0 0 11154 0.3 0.65 0,527 42 1.4 58 1,3
5,A-500 Gr.,B RecU 29000 11154 0.3 0.65 0.527 46 1A 58 1.3
I --- --................ .......
6 A,53 Gr'B 29000 111,54 0.3 0.65 0.49 35 1.6 60 1.2
17 1.3
................
29000 r�tlj:k4 0.3 0.65 0.49 50 1.4 65
Al 085 ..................
Hot Rolled Steel Section Sets
......................... ...................................
Label __§hape, Type Oesig. LiEst Material Desi n Rule Areafin I i n',1 Izz jins i[M
.................... P-,
I' Face Hrztl Pie 3.0"STD PIPE 3.0 Beam Pip A53 Gr.B iqal, 2.07 2.85 2.85 5.69
...............
Standoff Hrztl HSS4X4X4 HSS4X4X4 Beam RECT A500 Gr.B Rest � ,%cal 3.37 7.8 7.8 12.8
U ea'in',' Imm.
B 2 07 57 7"
B
3 Standoff VrtI_Eip Pie 2.96 6.82 6.82.�g_4�:O"STD RIPE,4.0 CoJumn A53 Gr.B Typigal 13.6
6 0
Mount' i'p P i 11�� _jyp 1,02 n. 0,62,7 0.627
f�_2.0"STD PIPE 2.0 Column I A.53 Gr.B 1 1.25
5 Standoff Mount Pipe 2.0"STD], PIPE 2.0 Column Pip_p_ A53 Gr.B kcal 1.02 0.,627 0.627 1,25
Face Hrztl Pipe 2.0"STD , PIPE 2.0 Beam Pine A53 Gr. ical 1,02 0.627 0.627 1.25
---------------
pj,,,.at�air�izer�Arm�u�.5x�2.5X�4L L2.5X2.5X4 Brace A36 G .19 0.692 0.69
U §71r.......... _,jypical 1 _Lj 0.026
Basic Load Cases
R
BLC Desq_qp n Cate X Grav Y Gj Z G4 Nodal Distributed
.. .......... .......
l ' Dead Load DL 1.05 9
...................
2 Wind Load-X WLX
3 Wind Load-Z WLZ 9 11
........-1�e ad Load of Ice fq!qpqL_� SL 9 11,
5i Wind Load w/ice-X WL+X 9 11
6 � Wind Load w/ice-Z WI +Z 9 11
7i
Eart ua. Ev ELY -0.038 9 8 ............. 9
....................... 9
............. ...............
8 Earth uak,e ELZ -0.283 -0.283 18
------------- ........... -------------------------------------------- .........
9 Lv1 OL5 1
.�9 ..............
................ ............ ..................
10 Lv2 OL6
......................... ........
Load Combinations
Des�c�rufion Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor
14D Yes Y 7
1.4
2 1.2D 1.0 Yes Y 1 1.2 2 1
--
---------------
3 � 1.2D+1.0(WLXtWLZ 30 De Yes Y 1 1.2 1 0.87 3 0.5
........-----------------------........................ ............... ............ .. ....... ...........................
4 � 1.2D+1.0(WLX+WLZ 60 De Yes Y 1 1.2 1 2 0.5 3 0.87
......................
15 1.2D+11. UX�Wl= eg,............................. Yes Y 1 1.2 2 3 1
16 1,.2D+1,.QLW - 1,20 De Yes, Y 1 1.2. 2 -0,5 3 0.87
'7 1.2,D+1 -OMI-X+WU�- 150 De Yes 1 1.2 2 -0.87 1 3 0.5
8 1.2D+1-.QfWLX+WLZ - 180 D Yes i Y 1 1.2 2 -1 3
9 1.2D+1.0(WLX+WLZ)-210 Deg_._ Yes Y 1 1.2 2 -0.87 3 -0.5
y
10 1.,2D+l WI-X+WQ
Yes 2 -0.5 3 -0.87
11 1.2D+11.0 WLX+WLZ Yes 1 1.2 2,70 De Y 2 3
...............................................
12 1.2D+l Yes Y 1.2 2 b','5 3 -0.87
- ---------
13 1.2D+l. Yes Y 1 1.2 2 0.87 3 -0.5
..............
14
..........
1.2
6
7]
'D+l.ODi+l.O(WLXi+%LA�, i)-ka mmmmY 4 5 6
@g es
................................ ................................ ......---------------- .... ......................................................Yes 7 Y 1.2, 4 5 0,87 6 0.5 6 1.2D+1.0Di+1 O(WLXi+WLZJ)-30 Deg__ ............. .........
17' 1.2D+1.ODi+1.0 +W 60 eg Yes Y 1 1.2 4 1 5 0.5 6 O�87
18 2 +I.ODi+l.O(WLXi+WLZi)-90 De Yes. y 1 1.2 4 1 5 6
...........
RISA-3D Version 22 12.5'T-Arm-MountAnalysis.R3D Pagel
jCompany Tectonic 31712025
P
Designer SG 5:58:14 PM
Job Number 4 12455.10106284 Checked By: MC
ANcti�IETSI`"EK cOrviPANv Model game 4& Mount Analysis
.grad Combinations Continued
Descri-�t10 ��� ��WDeit BLC Factor BLC Factor BLC Factor BLC actor,
. ... .... � � n�.....����
1 1.2D+1.ODi+1.OWL i+WLZi - 120 De Y Y 1 1.2 ..... 4 1 5 -0.5 6 � '� 0.87
+. + �+ !-.���rvrvrvrv.�� ry rA � ..... ...�..,.�..�.� nnnnnnnnn a 87 5 � 0.5
20'1.2D ,1.UDi 1 0 WLX� VIlL2i 150 D� �files Y 1. I 1. ��w.......��4 �... 1 �. a ....
21 1.2D+1.0Di+1.0 WL i+WLZi - 180.Ded Yea Y 1 1.2 4 _1 5 1 6
+ '+ -� - .... m . 5 -0..87 6 -0.5
�.1.2D 1 0D 1.0 WL .i Wl 7i 10 De Yes Y 1 2 4...w. n 0.5 r.
2, 11.2D+1.ODi+1.0 11 L-K,+W1 Zi -240 De Yes Y 1 1 2 4 1 5 -0..5 6 a 87
�_4'11.2D+1.0i±L.01 LXi+WLZi -270 Deg, Yes Y 1 1.2 4 1 5 6 1
�25��1.2D+1.0Di+1.0 WLXi+WL?i -300 De ' Yes Y 1 1.� 4 ' 1 5 0.5 !�«�«. �,,,,� ��� �.�.- . �`�.. �
26 1.2D+1 ODi+1 O( LXi+WLZi -330 De Yes �.... ...Y 1 . ....... 1.2 � 4 1 ,.» 5 0.87
271 "Earthquake Toed**
.. m mmmm m �,�_,�
.............
28 1. �D+1,OBv+1.0Bh Yes Y 1 1.2 7 1 8 1
, �,nnrirrr �n - ��mmmmmmm�m�m�m �.��rs»»»
29€ Service Load
3 0! ��R����� 1 2 D+1.5 Lv 1 �,�.�. .,»�... � �1� Y �.... '� � �� 1.� �� 9 ��.�1. � -�������31; *'"Service Load"*
�.... _..
� ..mmmmmm
32 1.2D+1.5Lv2 Yes Y 1 1.2 10 1.5
Enveio a Node Reactions
wopow
--� mmmm, .C MSC -it LC MY k- LC MZ k,4t LC
Node Labels l Lc Y Lc z .
1 N6 max 1105.943 ' 2 1486.� 1 11.21, 1 ► 1.473 I 6 3.602, 11 44.332 15
2 min 678936 8 550.4 -.�....... n������ -,�� -�- - �r�r» � - -.r �.�m
- 4
��.. �., � �.�� .........�m�.��1 8 -1118.4 11 2.651 30 3.616 5 1 2� �u 3
9 2 0.006 6 0.004 3
0 0 8
3 . �R N49 ..wm ���►�8��12 2 418.088 8 7.03a ... . .�. .R
m i n 96 5.0 7 5��..�, 8 ,�17 8� � 2««� �.
- 51 2 111 076 8 0.01 30 003 6 0 0 ,.
51 Totals� max 1643.955 � 2 i 1648.37 24 11,36.017 5
-96 -1136.031 11
min -1644.011 96 89 �� �������������������mmmmmmmmmmmmmmmmmmmrvrvrvry ...........
Enveio a ode Cis iacements
Nape Label '`in LC � Y in` LC mmm Z iin LC X Rota lon�µ�r..,d° LC Y Rotation tad#'I
Z Rotation "r ' LC
�a.. ... .-„,.,,,
..... R R« 1+1 e-2 3 ....m- 1.94e-2 1 1 mex 1.346 6 0.518 6 0.,�64 11 2r
a _ 12 -1.62 30 0.25 l 5 9 542e-3 6 - .6a6 -
- _. »»»» e-3 1
�3 N 144 � max 1.305 6 0,492. 6 �0.071 11 2.098e-2 30 � 1 ���- 7
1.944e- 1 6 1 358 -3
���m -. ,.. -. .
in -1.814 12 .1:96-1 30 -0. � 1.2 ' -3.615e-3 13
256 30 9 447e-3 6 2 611 e-2
i 5 N47 max 1.293 6 0 517 6 0.792 12 ... 1.809e-2 30 � 2 2 e-2 ! 6 1.941 a-3 5
��...........�m. a
6 min -1.78 12 -1.617 30 -0.69' 6 -1 6. 2.665e-2 12 -6.916e-4 11
�.. �. o 004e-2
� �" N.56 max 1�293 6 0�� � �. �m rY, .�
495 6 0 323 12 2.098e-,2 30 1.,944e-2 6 1.344e-3 7
�w ..w :..w. ........��
_._ - 6 2 611 a-2 1� ������� ���mm.. 3.�6e 3 13
8 min -1 .776 12 1 565 30 -0. ..� - •
-mmmm m...mm.m. 9� 6 9 4m2 � _ ......
9 N 5,3 � � �. .. �._-
6 1.344e-3 7
ma
x 1,293 6 ��0�49� 6 - �,�44 1:2 2.098e-2 30 1 944e-2 .. �.._.
�_ _ ���......... .��. -.�. 13
'� ,� . -
10 min 1 776 1 1 561 30 0.242 5 9 462e 3 6 2 61
11 N 141 max 1.288 6 +�.492 6 0336 1 2.098e-2 30 19e-� 1.226e-3 7
n, ...........� ......m ,, ......� - .. .
12 min -1. . -, .. -� .372e-3w 13
757° 1� 1 5 � 30 0.297 6 9 542e-3 6 2 6Q��e-2 12 3.
13 N139 max 12.88 6 0 489 6 0 2'64 11 2098e-2 30 1.94e-2 6 1_,22.6e-3 7
�m
1,4 min -1.757 1.2 1.556 30 0-25 5 9. 606e 2 1.2 -3.372e-3 13
1 �3 6 0.402_ 0.872 2 1��809e-2�.��..�..� 128e-2 6 1.941 e�3 5
16
min -1.? 12 .1.561 30 -0.693 6 -1..004e^2 6 2.665e 2 12 -6.91 6e-4 1.1
,.�f � � N 4\.# " ,
max 1.23 6 _0487 6 0.792 1,2, 1 809e-2 30 2 128e-2 6 1.941 e- �! 5
�.�. � � � ---
- -
2 12 -6 916e-4 11
1�8 �n, ���� m�.?���mmmm.�2� 1 563 33... ..�1 6,����„.5... �� ���.... _�.����14�2 � �i. 2.6�5e-
19 N-55 max 1.22 6 0.496 6 104 12 1809e-2 3 2.1, 5
32,e-2 6 1.886e-3
- - -7.826e-4 10
2C����.... �� m�n 1 697 12 1 558 30 0.818 6 1 +012 2 6 2.6�e- . 1 r�r�r ..�.
"1 N52 max 1.22 6 0.492 6 0�.96 12 1.809e-2 30 2.132e-2 6 1.886e-3 5
22 ,r� min .-1.697... 12 -1.5 1 30 754, _ 6 �..�..�.. -1.012e ...... ��.._ �.�-2.67e-2 12 7 826e-4 10
_; ...
2 3 N137 max 1�262 6 0�49�� 6 aaa %...��.�. . nY�rrr�,A 1.809e-2 � 3a � .13.2e-2 6 1,866e-3 ' �5
137 12
4 min1 692 12 1 561 �0 0.875 6 1 013e-2 6 .2m.67e-2 12 7.908e 4 10
25 N2 mix 1.437 11 0.765 30 0.264 11 1 513e-2 30 1.657e-2 5 -5.801 a-5 10
2 m n -1.219 5 -053 5 -0. 5 -1.108e !�««« .� ...._.�-w�� �.��. - �..... 7
�.�......-��, ��..w.� �. wrvrvrv�wry� � ,2 5 1 9e-2 11 2.117e-3 1m.
27 N 133
max 1.�38 11 �0.71� 30 0,�64 11 � 1.51�e-2 30 1.657e-2 5 -5.801 a-5 10
RISA-31D Version 22 [12.5'T-Arm_MountAnalysis.R3D] Page 2
Company Tectonic 3/712025
. ����� SG
IIIIR,ISA Designer; 5:58:14 PM
Job Number q: 12455.10106284 Checked By: MC
A WEMETSC HEK COMPANY Model Name Mount Analysis
Enve op
a Node Des iacei e w s O i�r ecl
..
`m '� i ' LC X Rotation r d LC Y Rotation ` � Rotation rad LC
Node� � � ..W.W.W.W..... � C
- - . 11 -2.117e-3 - 17
2 - - .. 1 108e-2 5 1 9e-
8 in 'lr 5 � 79�' .... -..��w. - mmmmm� _ ...
29 N58 max 1.38 11 0,712 30 0.378'� 11 1.513e-2 30 1.657e- --------------
5i_ -�i.801+ 10
30 min -1.169 5 -0.808 5 -O.
-1.9e-2 11 -2.117e-3 17
N 14� max 1.38 � 11 O�"i'w16 3010.3-««� �'�I '�1 1�513e-230 '�,657e-2 5 -5.801 e 5 1031 -
.
-
32 min 1 169 5 0.803, 5 _0.3 ...5 1,108e_ 5 _1 9e_2 11 .?.117e 3 17
33 N48 max 1.378 1.1 0 757 30 `0.791 ' 12 1.639e-2 30 1.645e-2 4 3.521 e-3 13
34 ! min -1.20. 5 -0 833 5 `-0.629 6 -1.012e-2 6 -2,133e-2� 10 -5.776e-4 7
76 11 0.716 30 0.113 11 1.513e-,2' 30 1.657e-2 5 -3.017e-5 10
,�� N 145 rnax_ wW'�..��W- �. m . . F
36
w .� - 7
min 1 2 5 0 803 5 0.159 30 1 103e-2., Yn �..., 1 2.125e-3 1
5 1 9e-2 �m.m.
37 N46 max 1.316 11 0,.716 30 !0,83�7! 1.2 1.639e-2 30 1.645e-2 4 3.521 e-3 13
38 m.in 1. 5 �0.803: 5 �-0.671 5 1 01 e-2 -2.133e-2 10 �.....� 5.776e-4 7
..� . 4 3.521 a-3 13
39 �.a 4"� rr�a.x 1.316 1.1 0.708 30 0.791 12 1 639e-2 30 1 645e-2�
40
min �-1.156 �O C�4 5 0.629 6 1.012e 2 .!���.�...-! -2,.,1 33e-2 10 -5.776e-4 7
r , 2 30 1 649e-� .�-W4�., ; ����r�., ,, „
-��� 3.634e-3 13
` ««� 1
41 N 153 max 1 302 11 0.724 _ 30 0.972� '�1� 1 639e-
42 min TT. 5 0.801 5 ���0.775, 5 1019e _ _q '
.;- .��..�.� �...� �a.... �re�.�«„- 2 1... 6 2,,1 -2 1� 7.913e
30 1���
43 N 148 max 1,30.2 1'� 0�71+ � 30 0� 22 '��� � 1 639 -� .649e- 4 3.634e-3 13
44 min 1.159 5 0 803 5 0.72 5 -1.019e-2 6 -2.138e-2 10 -7.913e 4 7
.- .
45 -��1 1mm36 �74 11 0 716 30 1 092 12 1 639e-2 3 � 1.m4��.��.�..�.. 4 � 3.64 �-� 13
max 1� 6
46 min -1.165 5 0.803 5 -0..843 5 -1„021 e-2 6 -2..138e-2 10 8.057e-4 7
47 N50 mix 0.488 6 0.19 � 6 10.792 � i �.. � 94e- ! � �0
.��2 1.2 2.066e 2 30 '� 794e-� 6 3 405e-3
* . - - - �� . 2e-4 1
48 � min .79?` 0 � 0 825 ,0 0.�3 8 8.307e 3 �mm�� 2.327e-2 12 5 72 m�rr�r» �..
49 N51 max 0.576 11 0�39 0.791 12 1.19e 2 30 1.506e 2 3�356e-36
.. ..
min - - ! � ..- 30 9.866e-4 7
50 5 0.629 6 8.079e 3 5 1 931 e-2�.
0615 5 ....496 . ,..
51 N143 „ max 0.144 5 �.032 6 ��_ ��.�. ...
6 4.396e-3
��.���. .... �+��� '�2�� ����,,,,, '�,754e-2 30 59�e�.. ,,,�,-�����r,�r
52 min �- ..� w,466' 0!� 1,,-0,.,864 6 -1.043e-2 6 � -2.m0�76e 2 mri>>r�r� 12 1.31
.506 300
5 0.042 0.99�9! 12 1.754�-2 � 30 � 1.592e-.2 6 4.399e-3 19
53 N"�57 max 0� 82� ..».�� ��� .� � �«��.���««�„
- �...- _ -
54 � �...0 in 0 461 30 0.4 54.�. 30 � mm 787 fi '1.042e-2 5 .2�� 7 + „2,��... ,. 1�2, '1�30 - .� 12
55 N 149 max 0.182 5 0.032 6 0. 1 6 4.399e-3 '19
�� . 1�754e-2
5 ��. ruin -0.461 30 -0.466 30 ,-0,� -1� � -2.076e-2 12 1.302e-3 12
739 6 042e-2 6
._
57 1 N146, max '0�2. 9 .� 0.032 0.11.6 .�11 <1 695e-2 � 30..�Y mmr� � 1 698e-2 6 4 294e-4 8
. ._
58 min -0.4 12 -0.465 30 0.184 30 7.432e-3 6 -2 333e-2 12 -4.017e-3
59 N44 max 0�, _ .
.�........,.,�.�.��....... 2 5 0�022� 6 �.792� 12 1 754e� ��.�� ;� ..��585e-2� 4,517e 3 19
60 min -0.438 30 -0.477 30 -0. mm.mmmmmmmmmm� � �< < 12 1.286e-3 12,
629 6 1.032e-2. 6 069e-2m _.......����.
6.1 N42 max 0.2 5 !0 032 6 0,854 12 1 1 754e-2 30 1.585e-2 6 4.517e-3 i 19
...........
.-
fit min -0.438 30 -0 466 30 IL0.677 6 «-1 0 e.. mm 6 -2.069e-2 J 12 '# 286e- 12
63 N 1,35 max 0.293 6 0.032 6 0.327 1� 1 695e-2 3 1.698e-,2 � � «w� 3 e 4 n, m r
min ...
�n ��-0.401 12 ��-0.485 . �-��- n�Y
30 "-0w295 5 78 1 e-3 6 -2.333e 12 3.962e-3 2
033 ..... 1 1. 1.69e-.2 6 3.738e-4 8
66 65 l'�w'1ww4�r„ max 0.293 .. 6 0. 1�, 264 - .m� 000�
min -0.401 L 12, -0.457 30 -0, m... �. � w...,. 2
2 .481 e-3 6 2.333e-2 12 3 6
67 N 193 m 0�2.61 � 6 0.042 6 �0. .
.7 e 3 7
6 3 ..�,., 12 1 748e� 30 a �. ,��w.....
min 0.375 1, 0.458 30 ]_0.521 6 1.162e-2 6 -2.211e-2 12 -5.785e-4 13
_ .. w � ..
�N15"'� max 0.261 6 i 0.032 8 1.�88 12 1 748e- 3 1�.851 a- 8 3.78e-
12 !�-0.466 30 �- ..472 -r»>wrrrn.,, 1,1 .2e-2. 8 - . 11 e-2 12 -5.785e-4 13
1 N32 max �' O�W ,,,,,,,,,,,, �- .� . 30 , 3.322e-3 .... 5 9.2�?7e-4 8
�..... ._ _ O�w� 7 ��008 �` 0�2 6 4 011e-�
72.... in 0,094 26i -0.045 0 .0 30 m125e-3 6 ... -3.308e73 ,. 11 -3.889e-3 15
�.
73 N 166 max -0.02 3 9 -0.01 9 0.02 6 4.011+e-3 30 3,3 -3 5 -9.227e-4 8-
74 min -0.093 15 !-0.038 16 -0.096 30 2.125e-3 ..3 � 11
Fw ,,889e-3 15...........
I75 N30 max 0.091 16 0.008 7 76 min O.03 9 0�'�'' '12 4.75,5+e-3 3 3,377e-3 6 -1.277e-3 8
0.045 30 -0.. 6 - --.. ,«F.
- 07 ��Y�G�5 �� 1 711 e 3 6 3 412e-3 12 3�796e-3 ! 15
77 N 165 max 0.09 2,5 , -0.01 9 0.135�� 11 4.8e-�3 1�1 3.32e-3 ,5 -1.092e-3 �u 2
.._. . �m�r 16 0.129 ���-�� 4.616e-3�... - .
78 min 0.036 1 4 10.033
- 5 3 31+e--3 11 3.66e 3 22
79 N168 max 0.062 11 0.032 11 f 0.0551 11 3735e-3 11 3.32e-3 5 -1.945e-3 7...........
-
-� min 0.038 5 -0.07 052 5_ 3.55e-3 5 3.31 e-3 11 3 726e-3 15
................
81 N57 max 0.06.2 5 0.011 6 °0.056 11 4 755e-3 30 3.377e-3 6 i -1.227e-3 8
8 �� -. 5 -1.667e-3 ,6 _ �4�12e-3 12 -3.81 e-3 15 .
.2 min _0.037 11 -0.102 0 0.,0!4
RISA►-31D Version 22 [12.5'T-Arm_MountAnalysis.R3D Page 3
Company Tectonic 3/712025
1,11RISA Designer SG 5:58:14 PM
Job Number : 12455.10106284 Checked By: MC
r{NEOETSCHEK COr-,iPANY Model Name Mount Analysis
nvelo a Node Displacements Continued)
Node Label.__ X III LC w Ywwwl n m LC Z '] � LC X Rotations + LC Y Rotation red' LC Z Rotation frad° LC
83 N8 may, -0.008 8 -0.040 8 0.134 11 1.091 e-2 30 �.. 5 537e-3 5 -9*07�e 4
.� 13e- 11 -5.673e-3 15
-84 0.051 15 0.��5 15 0.154 5 5.711 e-3 6 5.5
' '- mom max .O.O a1 15 -0.049m 8 0 271 11 1 091 a-2 ! , e 3 5 -9.093e-4 8
.o
w � . 30 5.53 " ... . �...
��u
86 mi`n 0.008 -0.225 15 - � 7'12e-3 5.513e-; 11 -5.673e-3 15
252 5 -5� .�
87 67 max '0.024 25 0.01 �9 0,055 1.1� 3..735e-3 11 3.32e 3 1.945e-3 7
88 min 10.001 6 -0.038 16 -0.052 5 -3.55e-3 5 -3.31 e-3 11 3.726e-3 15
. W.W .
89 N54 max 0.024 17..._, i-0.008 �" w �6 .11 4.755e-3 30 3
Y.. �--.��. 3T "�-� � '1 227e-� .>>Y Y>>
90 rain 0.002 '10 -0.045 30 0 046 5 -1.667e-3 6 -3.412e-3 12 -3.812e-3 15
.. .
11 -0.01 ... 0.034 11 4.011 e-3 30 3.322 3 mmmm . 1 042e-3� .
T..�� 164�... mix �.0( 1 �
92 -„nnnn m5 -0,034 - 9e-3 6 3.308e- 11 -3.85e-3 15
min !-0.01 5 - ,-.+ 16_ 04 ......... ' 2.?.�
93 N2,8 max 0.01 5 0.008 7 0.034 11 4 011 -3 30 ; .322e-3 5 -1.04'2+e-3
4 �R .� .... min -0.01 11 0.045 30 m.m -�m . _ . .mm � . ........
9 . 34 f 5 -2.229e-3 6 -3.308e-3 11 -3.85e-3 15
95 N3 max 0 8 - .Q�1 8 0. 64 11 1.091 e-2 30 ..564e.2 6 -9.084�-4 8 _«
. � . .�.. ...� �. ���.............
min _. �- - �������.�a �- 2.099e-2 12 -5.673e-3 15
96 -0,001 «u� �....0. 42 �15 0.25 5 -5.712e- �- ��--mmmmm �...��
97 N4 max 0 8 !-0.049 8 0.a2.02 11 1.091 e-2 30 5 537e--3 5 � -9 084e-4 8
98 ......-.. - .....rvrvrvry ��. _ 5
�.- -... � � Y Y� .225 5 -0.203 5 -5
min -�.001 2 ��0.��. �....-.�
71 e-3 .....� 6 5 513e-3 1� 5 673e-3 1�.��
99 �.�,.�. N� m 0 8 0.046 8 0.186 11 1.091 e-2 30 5.537e�-3����������rr� �� . 9 084e-4 000 -.8 ,��
100 miry -0 001 2 �-0, 08 15 -0.187 5� 5.712e-3 6 -5.5'13e-3 11 5.673e-3 15
r�w... . . ... �.� .���. �mmmmmm�
1,01, N 160 max 0 8 0.011 8 0.034 11 4.011 e-3 30 - _ w. 8
- 1.042e-3 8
�_... a� � �..®................. .��. . .. ..... 3 ��e 3 m .
1.02: min 0 2
c-0.04 15 -0«034 5 2 229e-3 � 6 3 308e-3 11 -3 8.5e-� 15
103, N6 max 5 0 �r�rr 8
104 min 0 2 0 15 0 5 0 6 0 11 0 15
N49 105� me� �! 2
�w -.�� ,� m.Yr.
106 min �" 0 0 8 0 2 0 6 0 30 0 8
SERVICE DEFLECTION = 1.8 X[ (60)A 2/(127)A 2] = 0.4" < 1.6", HENCE OTC.
aEnvela a RISC 15TN 360-16 :.L 'FD Member,steel Code Checks
e er I Cede CbecLoc LC Dear CeIL �1�1 fir' 1i no IPrt lb ii n k,- w I�i n z - Cb , n
1 M 1 PIPS 30 0..42716.25'� 0,1.57 6.25 172 8250.554 65205 5.749 5.749 1 H 1-1 b
2.w M2 HS 4X4X4 0..395 4.16 12 J.224 4 1 2 ►770.5 4 1�3951 16 181 16.1 1 1.90 H 1-1
.�. ��,_ 4.� 1 0.081 .,���. � 1 2 2�!8�733 3.2.130 .�,,»»v�1.872 � 1.872 1 H I-1
M76 P1 .0 0,349��,..ym � �.�,
4 M74 PIPE 2.0 0. 29 4. rvw, 0.091 .733 32130 '1 872 1.872, 1 H 1 1 b
51 PIPE 2.0 0. 7 M77 F ....m 9 0.069 1. � ..,� 8 20866.733 32130 1,872 1.872 1 m.H 1 1 b
6 M25 PIPE� 2.0 0.274 13.255 8 0. I 1�.87 1 872 1 1-11-lb"
06F ,2�� �8 6295 422 '32130���... � .............. _��.....
7 85 PIPE 2.0 0.181 2 5 0.047 2 26521,424 32130 1.872 --.-",-„� 1.872 1 H -1 b
8 M 16 PIPE 2,0 .12 ��.Y». n
2 �2 0.068 2 8�, .26521.4 4 32130 1 872 1.872�. 1 H 1-1 b
9 { M"2 2.52..E 0.085 .94.6e 1 0043 5.892
� ....... 12403 776 -1
38556 1 114 2.164 1 13 H2wwwwww
g .� � ��- ,1 2.164 1.13 H 2-1
10, M27 L2. . .u4 �, �.025 w�8 0 12493.776 38556 1 11 �
2 5 �� 0��069 4 � ���-�m�mm
11 � 5 �� ' 4 0 0 0. 5 0 0.75 6 9257131 9324 10,631 10.631 1 H 1-1 b�
MAXIMUM MEMBER .STRESS IS 4 % OF IT'S CAPACITY, THEREFORE, IT IS ADEQUATE TO SUPPORT THE
PROPOSED UPGRADE.
RISA-3D Version 22 [12.5'T-Arm_MountAnalysis.R3D] Page 4
fir
A, SCE ASCE Hazards Report
AMERICAN SOCIETY OF CIVIL ENGINEERS
Address: Standard: ASCE/SEI7-16 Latitude: 41.029556
No Address at This Location Risk Category: II Longitude: -72.497236
Soil Class: D - Default (see Elevation: 57.43374845533396 ft
Section 11.4.3) (NAVD 88)
a
w
IW
r
,e
v
ao" i err
yOKI
P ' /,9 u,pX�yJINu NNww'a"
u�k
a r R➢
' new
Pi
f i
%A
141
''ur m memo w rc l, ea
P.
i
� r "�i un fi,L f '"''Nl/„ti✓fibl/qHt ,,' ",ti.i°o 1 I,r.' H„��U""tlF
All
n w Jar
i
,aa ', nU °1 °w � I 1 n 8 f✓v dry V�V ulfw, o
ul,
Wu 14,
Bali era Q or"ii q¢i� ^ a °I a Pnmn,I'mo
Ir u
r Jr' uF; 1 v aei
r f
v ° w f
lip Lit wil'�f M11: tt' r
oq rr ,r ,, Ww �'��rr i °i`°w m,.wu^
11 ;', ` ifs ""qu f a �k%m N%",ai
r h IS
II V
J� s
Amy„
�I
P l.flp
� r 4 u
�,ryJ/�'.�'myo�wa�
if Te,
V i '"'4
Cal 16,1
` r miAiG ° rr7n^1
u
d T w
^u ,
Wind
Results:
Wind Speed 127 Vmph
10-year MR 76 Vmph
25-year M R 1 87 Vmph
50-year M R I 98 Vmph
100-year MR 1 105 Vmph
Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1--CC.2-4, and Section 26.5.2
Date Accessed: Mon Feb 24 2025
Value provided is 3--second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a 7%probability of exceedance in 50 years (annual exceedance probability
0.00143, M R I = 700 years).
Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be
protected against wind-borne debris.
Page 1 of 3 Mon Feb 24 2025
AISCE,
AMBICAN SODEW OF rML ENGINEMS
Seismic
Site Soil Class: D - Default (see Section 11.4.3)
Results
SI
s .1 Sal 0.08"",..
S1 0.05 TL 6
Fa : 1.6 PGA : 0.096
F„ w 2.4 PGA m : 0.153
SMs 0.282 F PGA 1.6
SMI 0.119 la : 1
S Ds 0.188 C„ : 0.7
nse .Spectrum Design Response Spectrum
is Design 0_20
0 1
0.18
.25t
0.1+6
O.20
0.14
�! 0.12 f
0.15 0.10
p
0.08
0.10 0.06
0.02
2 4 5 6 7
a(9)vs-r(s) Sa'( )vs T(s)
MCER Vertical Response Spectrum Design Vertical ResponseSpectrum
0.16 __.________ �._ ____ 0.11 _
0
0.10
.14 r
0.0
GA 1 '"
I
0.1 a
f 0.07.
0.08 % 0.00
0.05
0.00Wiss ,
0.04 ,
0.04 '
0.03
N
4:, Wo
0.5 to 1.5 2.0 0.5 t0 1, 2_
a(9)vs T(s) Sa(9)vs T(s)
Data Accessed: Mon Feb 24 2025
Date Source:
U GS Seismic Design Maps based on SCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for
site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS.
,1,4 ,sqe .rd tooa org I Page 2 of 3 Mon Feb 24 2025
AS, C,E,
AMERICAN SOCIETY OF WIL ENGINERS
Ice
Results:
Ice Thickness: 1.00 in.
Concurrent Temperature. 15 F
Gust Speed 50 M h
Data Source: Standard ASCE/SEI 7-15, Figs. 10-2 through 10-8
Date Accessed: Mon Feb 24 2025
Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys
and gorges may exceed the mapped values.
Values provided are equivalent radial ice thicknesses due to freezing rein with concurrent 3-second gust speeds,
for a 500-yeas mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain.
Thicknesses for ice accretions caused by ether sources shall be obtained from local meteorological studies. Ice
thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may
exceed the mapped values.
The ASCE Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any
Find.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;or
has been extrapolated from maps incorporated in the ASCE standard.While ASCE has made every effort to use data obtained from reliable
sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,currency,or
quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,affiliation,
relationship,or sponsorship of such third-party content by or from ASCE.
ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent
professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE standard.
In using this Tool,you expressly assume all risks associated with your use.under no circumstances shall ASCE or its officers,directors,
employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential
damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by
law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE Hazard Tool.
tfsw/,as,ceh,az rto, M_/ Page 3 of 3 Mon Feb 24 2025