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1000-75.-5-14.1 (3)
R PROJECT INFORMATION SITE ADDRESS: 165 PECONIC LANE PECONIC, NY APPLICANT: AT&T 1 AT&T WAY ., RECEIVED] BEDMINSTER, NJ 07921 AT&T SITE OWNER: TOWN OF SOUTHOLD 02453095 ROUTE 25 SOUTHOLD, NY 11971own SECTION: 75 SITE NAME: SOUTHOLD Planning Board BLOCK: 5 LOT: 14 FA CODE:10074795 ZONE: R-80 JURISDICTION: TOWN OF SOUTHOLD PACE ID: MRNYJ02128, MRNYJ042043, MRNYJ042102, LATITUDE: 41.04133 N, 41' 02' 28.8" N M R NYJ042319, M R NYJ042388, M R NYJ042070, M R NYJ042035 LONGITUDE: 72.45877 W. 77 27' 31.6" W PROJECT: ERICSSON MODERNIZATION TYPE OF SITE: SELF-SUPPORT TOWER / EQUIPMENT SHELTER VON" MAP CENERAL NOTES TOWER HEIGHT: 131'-0"t P. ° 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY ~ AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. RAD CENTER: 131'-0"t Pa¢ ace 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY DRAWING INDEX REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. SHEET NO. DESCRIPTION REV. `,gq M"owe j/ 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE y AND SHALL IMMEDIATELY NOTIFY THE AT&T MOBILITY REPRESENTATIVE IN WRITING OF DISCREPANCIES T-1 TITLE SHEET 1 49 BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. BZif N - GN-1 GENERAL NOTES ) ygt�2 �1 ~- 4. CONSTRUCTION DRAWINGS ARE VALID FOR SIX MONTHS AFTER ENGINEER OF RECORD'S STAMPED AND 1RD qv4 i' SIGNED SUBMITTAL DATE LISTED HEREIN. .. �" > C-1 AREA PLAN 1 .� Long fWanoe CABO A-, COMPOUND PLAN , R° P ? T UNDERGROUND SERVICE ALERT �G A-2 EXISTING & PROPOSED EQUIPMENT PLANS A-3 ANTENNA LAYOUTS & ELEVATION 1 j A-4 DETAILS "lop A-5 MOUNTING DETAILS 0 P G-1 GROUNDING DETAILS RF-1 RF PLUMBING DIAGRAM 1 UDIG * NY t TS HERE 9 ''c P y0 -TOWER OVALS RING SITE NUMBER: 10074795 I ' ! AT&T w AT&T MOBILITY MBH ENGINEERING,eLLc SITE NAME: SOUTHOLD `+�1 326 TRYON RD Jacobs ``�- 1 06/11/24 ISSUED FOR CONSTRUCTION BB J J&H RALEIGH,NC 27603 `�i. 0 OS/10/24 ISSUED FOR PERMTI'T1NC ASB JC TITLE SHEET M9)661-051 ONE PENN PLAZA 165 PECONIC LANE ~� A o3/zB/24 ISSUED FOR REVIEW VSM JC 8 52-� (ERICSSON MODERNIZATION) 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 1 AT&T WAY NO. DATE REVISIONS BY CHK At" ROFESSIONP ITE NUMBER DRAWING NUMBER REV NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE: AS SHOWN DESIGNED BY: JC DRAWN BY: VS M 10074795 T-1 1 NY STATE CERTIPiGTE q:00305J2 GROUNDING NOTES GENERAL NOTES 14. ANY,NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING CONTRACTOR - JACOBS 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) WITH RISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy = 36 ksi) THE.CONTRACTOR FOR RESOLUTION. OWNER - AT&T MOBILITY UNLESS OTHERWISE NOTED: PIPES SHALL BE ASTM A53 TYPE E (Fy = 36 ksi). ALL.STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCH UP ALL SCRATCHES AND 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION,, RADIO, LIGHTNING OTHER MARKS IN.THE FIELD AFTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT. PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY SITE TO FAMILIARIZE-WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY-DISCREPANCY FOUND 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND "GENERAL CONSTRUCTION SERVICES SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. FOR CONSTRUCTION OF AT&T SITES." 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL TESTING (PER IEEE 1100 AND 81 STANDARDS) FOR NEW GROUND ELECTRODE SYSTEMS. THE 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS COMMENCING ANY:WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS REGULATIONS. SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON. TO BTS EQUIPMENT, 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE ONLY. SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS 5. EACH BTS CABINET:FRAME SHALL BE DIRECTLY CONNECTED TO THE.MASTER GROUND BARAFTER MIDNIGHT. WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 AWG STRANDED 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, COPPER OR LARGER FOR INDOOR BTS AND #2 AWG STRANDED COPPER FOR OUTDOOR.BTS. APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS.INDICATED ON 19..SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING THE DRAWINGS. AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY 6. "KITTING LIST" SUPPLIED WITH THE BID .PACKAGE ID PERSONAL RF'EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL ID MATERIALS AND KITTING LIST SHALL BE EXPOSURE LEVELS. COMPRESSION AND BOLTED GROUND CONNECTIONS. SUPPLIED BY THE SUBCONTRACTOR. 20.APPLICABLE BUILDING CODES: 8.. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO 7, THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL GROUND BAR. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. CODES AS,ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR B. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACT AWARD SHALL GOVERN THE DESIGN. GROUNDING CONNECTIONS. SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR. BUILDING CODE: IBC 2018 WITH 2O20 BUILDING CODE OF NEW YORK STATE 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER.AND T1 CABLES, GROUNDING.CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS STANDARDS: OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER WIRE UL APPROVED NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE-ACTUAL ROUTING WITH-THE-CONTRACTOR.- -- - GROUNDING TYPE CONDUIT CLAMPS. -- - - AMERICAN CONCRETE.INSTITUTE (ACI) 318; BUILDING' CODE REQUEREMENTS FOR 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, STRUCTURAL CONCRETE; 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. OR MORE OF LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT 1/2 IN. OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) MANUAL OF STEEL TO THE GROUND RING USING AN EXOTHERMIC WELD CONNECTION USING #2 AWG SOLID BARE CONSTRUCTION, ASD, FOURTEENTH EDITION; TINNED COPPER GROUND WIRE, PER NEC 250.50 _ _ _ __1-1.SUBCONTRACTOR-SHALL-LEGALLY-AND PROPERLY DISPOSE-OF-ALL-SCRAP-MATERIALS-SUCH-AS - COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-H, REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. STRUCTURAL STANDARDS FOR STEEL 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT INSTITUTE (ACI) 301. AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. ABBREVIATIONS AGL ABOVE GRADE LEVEL EQ EQUAL REQ REQUIRED RECEIVED AWG AMERICAN WIRE GAUGE GC GENERAL CONTRACTOR RF RADIO FREQUENCY . BBU BATTERY BACKUP UNIT GRC GALVANIZED RIGID CONDUIT TBD TO BE DETERMINED JUN 2 U 2024 BTCW BARE TINNED SOLID MGB MASTER GROUND BAR . TBR TO BE REMOVED COPPER WIRE BGR BURIED GROUND RING MIN MINIMUM TBRR TO AND SOUth01 TOWn REPLLAA REMOVEDCED Planning_Board BTS BASE TRANSCEIVER STATION P �P1 r TYP TYPICAL E EXISTING ��NO pp CDIL[ UG UNDER GROUND EGB EQUIPMENT GROUND BAR t OQ, ANTE 10 E VIF VERIFY IN FIELD EGR EQUIPMENT GROUND RING * EF F TOWER ENGINEERING .. .. . PROFESSIONALS - SITE NUMBER:10074795 �� _ , I - AT&T MOBILITY aN RING,Pl= SITE NAME: SOUTHOLD _ 1 06/11/24 ISSUED FOR CONSTRUCTION BB J .. 603 I � .. AT&T0 05/10/24 ISSUED FOR PERMTMNG ASB do C? ,GENERAL NOTES .- .. _ .. .. &T � , ONE PENN PLAZA 165 PECONIC CANE �- A 03/29/24 ISSUED FOR REVIEW VSM is 215V (ERICISSON'MODERNIZATION) 24TH FLOOR, SUITE 2400 PECONIC; NY.11958 1 AT&T WAY. NO. DATE REVISIONS BY CHK APP P tTE NUMBER DRAWING NUMBER REV NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE.. AS SHOWN DESIGNED BY: Ic DRAWN BY: vSM.. �FESSION 10074795 GN-1 1 4GTE 0:00]A532 FOUTSIDE LOCATED WITHIN EAS DETERMINED TO F THE 0.27 CE FLOODPLAIN FEMA COMMUNITY PANEL #36103CO162H, DATED SEPTEMBER 25, 2009. 1 � I EXISTING SELF—SUPPORT TOWER 1 1 I � � EXISTING CHAIN LINK / l FENCE COMPOUND / EXISTING PROPERTY LINE 1 r , EXISTING BUILDING (TYP) 1 / y y iy 1 ' i// y /yyy yy l iy l O / l - - RECEIVED 2024 I I / / Planning Board ROUTE 25 MAIN ROAD AREA PLAN 1 ! pF NE(N 1? 17SLE16 — 0 40' 80' 160' 240 z SCALE:: "=110' •�v kXAL TOWEAENGINEERING PROFESSIOLAM SITE NUMBER:10074795 i • - - I .� W AT&T MOBILITY 4 ams RING,PLLc SITE NAME: SOUTHOLD .`� t O6/11/24 ISSUED FOR CONSTRUCnON BB J 326 603 = - AT&T 0 05/10/24 ISSUED FOR PERMffTING ASO JC CS AREA PLAN ..- - .' .. - . ONE PENN PLAZA 165 PECONIC LANE A 03/29/24 ISSUED FOR REVIEW VSM Jc 215`L'� (ERICSSON'MODERNIZATION) 24TH FLOOR, -SUITE 2400 PECONIC, NY 11958 1 AT&T WAY" NO. DATE 'REVISIONS BY CHK APP RQ��SS1ONP rrE NUMBER DRAWING NUMBER REV NEW YORK; NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE: AS SHOWN DESIGNED BY: JC DRAWN BY: VSM CAW a:D020M 10074795 A-1 1 EXISTING AT&T EXISTING AT&T ICE NOTE: (16) 7/8" COAX BRIDGE (2) 18 PAIR FIBER TRUNKS PROPOSED 4OkW DIESEL EXISTING TOWER TOWER ANALYSIS HAS BEEN COMPLETED (TO REMAIN) GENERATOR TO REPLACE CONCRETE BY TOWER ENGINEERING PROFESSIONALS (2) 7/8" COAX EXISTING ON CONCRETE PAD FOUNDATION PAD DATED 06/04/24 FOR THE CAPACITY (4) 8 AWG DC TRUNKS OF THE EXISTING STRUCTURE TO (TO BE REMOVED) SUPPORT THE PROPOSED EQUIPMENT. PROPOSED (1) 24 PAIR xx x—xx—x—xxxx x—xx x—x—x—xxxx x—xx EXISTING T-MOBILE FIBER TRUNK AND 6 6 —��- ---'°- - -'-'-'-? ICE BRIDGE NOTE: AWG DC TRUNK (TO FOLLOW X �r� .:<• .Y• EXISTING ROUTING AS PER !: REFER TO THE FINAL RF DATA SHEET FOR FINAL TOWER ANALYSIS ti- iz EXISTING T-MOBILE EQUIPMENT ANTENNA SETTINGS. X ON CONCRETE PAD EXISTING CHAIN LINK) X 1, \ I I' • "-"• .•:{ FENCE 'I..., v...,,,. EXISTING SHELTER (BY OTHERS) X <, X y xx� EXISTING AT&T MOBILITY X t ^ \vf EQUIPMENT SHELTER + t> X EXISTING CSC CABINET EXISTING SELF-SUPPORT TOWER X ' _ EXISTING DOUBLE-WIDE __ _ I ^ra:•.:: -- - TwQ4:�2-..": r:a:iI:�Ci.' — _ _ _ _ __ __ —_ — —_ _ ---_— —_ XXx ., EXISTING GENERATOR ON :<"_::.;, -.'=`•„ ;J;z by N, ACCESS GATE (TYP.) CONCRETE PAD (BY OTHERS) x O x Lx x x_x_x x x x x x x x x x x_x_x x x x x x x- EXISTING PROPANE TANK i (BY OTHERS) X EXISTING VERIZON EQUIPMENT X SHELTER X X X RECEIVE® X JUN 2 0 2024 EXISTING ELECTRICAL PANEL IX (BY OTHERS) SOUtl101d Town Lxxxxx—x—x—x—xxxxxx Planning Board :26� EXISTING WOOD POLE 1�> , COMPOUND PLAN 1 pF NEW 1?x17 SCALE: 3/32"=1'-0" A-1 0 2'-9' S'-4' 10'-8' 16'-0' �Q'�P\�L p TOWERENGINEERING PROFESSIONALS SITE NUMBER:10074795 i Lu W AT&T MOBILITY M6TRYONNLRRINc,Pt1c ppyy RD SITE NAME: SOUTHOLD �� 1 06/11/24 ISSUED FOR CONSMUCnON BB J RALEIGH,NC 27603 I 0 0.5/10/24 ISSUED FOR PERMRRNG ASB JC - C? COMPOUND PLAN _ (919)661.6351 '- AT&T A 03/29/24 ISSUED FOR REVIEW VSM JC 2152'1 ERICSSON MODERNIZATION ONE PENN PLAZA 165 PECONIC LANE ( ) 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 1 AT&T WAY NO. DATE REVISIONS BY CHK APP ;9 P E NUMBER DRAWING NUMBER REV NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE: AS SHOWN DESIGNED BY: JC DRAWN eY: VSM �FESSI�N 10074795 A-1 1 NY STATE D;HIIPIG'lE p:001U712 EXISTING AT&T MOBILITY EXISTING AT&T EX%TING AT&T MOBILITY EXISTING AT&T MOBILITY DESK (TO, REMAIN) (16) 7/8" COAX NOTE: HVAC UNIT (TYP.) ICE BRIDGE EXISTING AT&T MOBILITY (2) 18 PAIR FIBER TRUNKS EXISTING AT&T MOBILITY EQUIPMENT RACK (TO REMAIN) BY TOWER ANALYSIS HAS BEEN COMPLETED NG PROFESSIONALS LUCENT CABINET (TOTAL OF 2) (2) 7/8" COAX DATEDW 6/04/24ER EFOR THE CAPACITY .- EXISTING BE REMOVED (4) 8 AWG DC TRUNKS OF THE EXISTING STRUCTURE TO EXISTING AT&T \1 \ ' /\! % /\ /\/\_%�- %�/\/�/_1 %` �/\\ \_! / / /, (TO BE REMOVED) SUPPORT THE PROPOSED EQUIPMENT. (16) 7/8" COAX /\ %\ / (2) 18 PAIR FIBER TRUNKS IX � �- (TO REMAIN) I NOTE: (4) 7/8" COAX X REFER TO THE FINAL RF (4) 8 AWG DC TRUNKS / / / / / / / � / / / / / / / / / / / EXISTING AT&T MOBILITY � (70 BE REMOVED) 1900 NMPK CABINET DATA SHE T FOR S.FINAL EXISTING AT&T MOBILITY (TO BE RENA MOVED) RECEIVED OVERHEAD CABLE / EXISTING AT&T MOBILITY LADDER RACK / 850 NMPK CABINET --r -r-r-i--,- - -r--r--r-r-r-r^r- -r-r-i- --1-r--r--r-T-T- -^ -r (TO BE REMOVED) JUN 2 0 2024 EXISTING AT&T MOBILITY / I I I I I i I I I I I p I I/ I I I I 1 1 1 I I I (4) STRINGS OF EAST I I I I I I I I I I I I III I 1 I I I I I I PENN MFG, DEKA ---- -L_,--_�_�-1-�_�-L_L_��y!L-L--J-J_J -1-1_1 �_ - - Southold Town FAHRENHEIT, HT170ET, / 12V CELLS BATTERIES Planning Board TO BE RELOCATED / / / EXISTING AT&T MOBILITY / (4) +24V/48V / PROPOSED (1) 24 PAIR FIBER EXISTING AT&T CONVERTERS --r r—r—i— —�—r—, --—r—r—r—r—r—r------r— — —T—T—r—r—r r� TRUNK AND 6 6 AWG DC 16 7 8" COAX TO BE REMOVED i I I I I I I I I I I i I I I I I I I I TRUNK (TO FOLLOW EXISTING (2))18PAIR FIBER TRUNKS / I I I I I 1 1 EXISTING AT&T MOBILITY --L-L-L._1_-'-J-J-L_1-1-1_1-L-L-L-L_LJ_J_J- -1_1-1_1-L-L_L/ ROUTING AS PER TOWER ANALYSIS) POWER PLANT (TO BE ''-r-r-r ---�-�- -T-�--r-r-r-r-r-r-i--- �- - -------r-r--- EXISTING AT&T MOBILITY DESK REMOVED & REPLACED) i I 11, EXISTING AT&T MOBILITY / I I I I I I I I I I I I I I I o o ICE BRIDGE EXISTING AT&T MOBILITY -L_l--L-I_J-J_J-1_1-1-1-L_L-L_L / / / / HVAC UNIT EXISTING AT&T MOBILITY FIF RACK EXISTING AT&T MOBILITY EXISTING AT&T MOBILITYZ .'%fy;'` MAIN AC PANEL �{ TELCO BLACKBOARD _ EXISTING AT&T 1 MOBILITY METER I\ EXISTING AT&T MOBILITY EXISTING AT&T MOBILITY - / / % / / / / / / / / / / / ACCESS DOOR 7 GENERATOR PLUG ' i EXISTING AT&T MOBILITY ' �G �� LUCENT CABINET ' / EXISTING AT&T MOBILITY -r- -r-r-- -�- -�-T- -r-r-r--r MAIN AC-PANEL EXISTING AT&T MOBILITY I I/ I I I I I I EXISTING EQUIPMENT PLAN 1 OVERHEAD CABLE I I I 1 I I i I III I 'l LADDER RACKoi �D(L 22x34 SCALE: 3/8"=1'-0" A-2 p 1'-4' 2'-8' 5'-4' 8'-0' L / 11x17 SCALE: 3/16"=1'-O" / / / I PROPOSED AT&T MOBILITY VERTN 7100 -48V DC POWER PLANT WITH (11) -24V RECTIFIERS QC /__, -_-r-i--r - -T-T-T-r-'r-r-r-r- - - -r-----�--r-r-r- r (4) STRINGS OF EAST PENN MFG. DEKA FAHRENHEIT, HT170ET, 12V I I I 1 I I I I I I I I I I I I I I I CELLS BATTERIES (BELOW) /--r-r-r-r--- -r-r-T---r-r-r-r-r-r-r----r------r---r-r-r- r I I I I I I I I I I I I I EXISTING AT&T MOBILITY / I I I I I I f I I I I 1 .1 1 1 1 1 1 1 1 1 1 I o (4) STRINGS OF EAST PENN MFG, DEKA FAHRENHEIT, HT170ET, 12V CELLS BATTERIES TO BE RELOCATED TO PROPOSED POWER .f• f PLANT EXISTING AT&T ` •` MOBILITY FIF RACK EXISTING AT&T MOBILITY EXISTING AT&T MOBILITY - EXISTING AT&T TELCO BLACKBOARD ACCESS DOOR .i MOBILITY METER AG /� G�l�`�2 , EXISTING AT&T MOBILITY rjgL GENERATOR PLUG *zz PROPOSED EQUIPMENT PLAN 2 OF NE kV fL�� 2204 SCALE: 3/8"=1'-O" A-2 0 - 5' ,9 11x17 SCALE: 3/16"=1'-0" TOWER ENGINEERING PROFESSIONALS SITE NUMBER:10074795 I LU i W AT&T MOBILITY M&HENGINEERING,PLLC SITE NAME: SOUTHOLD 1 06/11/24 ISSUED FOR CONSTRUCTION ea J RALEIGH,NC 27603 ."�. ' - AT&T 0 05/10/24 ISSUED FOR PERMITTING ASS JC . ,1 �� ISTING do PROPOSED EQUIPMENT PLANS (919)661-6351 �� A 03/29/24 ISSUED FOR REVIEW VSM JC A 2152 (ERICSSON MODERNIZATION) ONE PENN PLAZA 165 PECONIC LANE 24TH FLOOR, SUITE 2400 PECONIC, NY 11958 1 AT&T WAY No. DATE REVISIONS BY CHK APP ROFESSIONv- NUMBER DRAWING NUMBER REV NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE: AS SHOWN DESIGNED BY: JC DRAWN BY: VSM 10074795 A--2 1 NY SIA7S CBRIIFIGTB q:0p2pS72 ALPHA SECTOR AZ.=O' I I EXISTING AT&T SURGE ARRESTOR PROPOSED AT&T MOBILITY C9-48-60-24-BC-EV EXISTING AT&T MOBILITY DC6-.48-60=18-13F SURGE ARRESTOR (TOTAL OF 1) TOTAL OF 2) (TO REMAIN) RRH4X25-WCS-4R ( TOP OF HIGHEST (TYP. OF 1 PER SECTOR, - - APPURTENANCE ELEV. = 141'-6"t A.G.L PROPOSED AT&T MOBILITY ANTENNA TOTAL OF 3) (TO BE REMOVED) AIRS419 B77D O POS. 2A, STACKED VERTICALLY EXISTING,AT&T,MOBILITY SECTOR EXISTING WHIP ANTENNA (TYP.) (TYP. OF 1 PER SECTOR, TOTAL OF 3) MOUNT (TYP. OF 1 PER SECTOR, EXISTING MICROWAVE DISH (TYP.) PROPOSED.AT&T MOBILITY 4490 B5/B12A RRH TOTAL OF 3) (TO REMAIN) ~ O EXISTING do PROPOSED O POS. .1 (TYP. OF 1 PER SECTOR, EXISTING AT&T MOBILITY AIRSCALE ��TLTF EXISTING AT&T MOBILITY AIRSCALE RRH 4T4R B5 Y A�NNAS __ TOTAL OF 3) 160W AHCA (TYP. OF 1 PER SECTOR, TOTAL OF 3) ELEV. = 131'=0"t A.G.L EXISTING AT&T MOBILITY ANTENNA DUAL RRH 4T4R B12/14 320W AHLBA (TO BE REMOVED) -- NNHH-65A-R4 ® POS. 1 (TYP. OF 1 PER SECTOR, ATOP OF SELF-SUPPORT TOWER ELEV. = 130'-0"t A.G.L (TYP. OF 1 PER SECTOR, TOTAL OF 3) (TO BE REMOVED) TOTAL OF 3) BETA PROPOSED AT&T MOBILITY ANTENNA SECTOR NNH4-65A—R6H4 O POS. 3 EXISTING AT&T-RMOBILITY ANTENNA AZ.=120'. (TYP. OF 1 PER SECTOR, PROPOSED AT&T MOBILITY ANTENNA NNHH-65A-R4 POS. 2 & 3 TOTAL OF 3) AIR6419 B77G O 28, 'STACKED VERTICALLY (TYP. OF 2 PER SECTOR, TOTAL OF 6) (TYP.' OF 1 PER SECTOR, TOTAL OF 3) (TO BE REMOVED) GAMMA SECTOR EXISTING AT&T MOBILITY AIRSCALE PROPOSED MOBILITY 4890 PROPOSED AT&T MOBILITY 4415 AZ.=280' 825 RRH4X30-4R B25/866 RRRHH O P05. 3 B30 RRH O POS. 1 . (TYP. OF 1 PER SECTOR, TOTAL OF 3) (TYP. OF 1 PER SECTOR, (TYP. OF 1 PER SECTOR, EXISTING AT&T MOBILITY ANTENNA (TO BE REMOVED) TOTAL OF 3) (BEHIND) TOTAL OF 3) NNHH-65A-R4 ® POS. 1 (TYP. OF 1 PER SECTOR, 1y19 PROPOSED AT&T MOBILITY .TOTAL OF 3) /r EXISTING MICROWAVE DISH (UNKNOWN) 4478 B14 RRH O POS. 3 (TO REMAIN) U S w= ATTACHED TO AT&T MOUNT oc D T(TYP. AL OF OF 13)PER SECTOR, 0 y $ EXISTING ANTENNA LAYOUT 1 N 2204 SCALE: 3/8"=1'-0" A-3 p 1'-4' 2'-B' S'-4' B'-0. 11x17 SCALE: 3/16"=1'-0" --- - ALBHA_SRCTOR ----- - ---- - — -- -- ----- - EXISTING AT&T'MOBILITY ANTENNA A.Z.-Cr EXISTING AT&T SURGE ARRESTOR PROPOSED HOIST GRIP SUPPORT NNHH-65A-R4 ® POS. 1 (DC6-48-60-18-8F) TO ACCOMMODATE PROPOSED (TYP. OF 1 PER SECTOR, r r r-r (ALPHA & BETA, TOTAL OF 2) CABLING AT APPROX. 75'f AGL EXISTING ANTENNA TOTAL OF 3) AND AT AT&T RAID (BY OTHERS) (TYP.) - PROPOSED PIPE TO PIPE CLAMP (TYP.) - i PROPOSED AT&T MOBILITY 4890 EXISTING SELF-SUPPORT TOWER PROPOSED AT&T MOBILITY 4415 - - -------- - ----- / 925/19166 RRH O POS. 3 B30 RRH O POS. 1 (TYP. OF 1 PER SECTOR, RECEIVE.D (TYP. OF 1 PER SECTOR, j� TOTAL OF 3) (BEHIND) -- TOTAL OF 3) ,L / JUN 2 d 2024 EXISTING AT&T �q \ (16) 7/8" COAX (2) 18 PAIR FIBER TRUNKS EXISTING AT&T MOBILITY \ / $OUtIlOId Town (TO REMAIN) SECTOR MOUNT (TYP. OF,1 / \ BETA SECTOR NOTE: Planning Board (4) 8/ PER SECTOR, TOTAL OF 3) AWG DC TRUNKS \ / \ (TO BE REMOVED) PROPOSED AT&T MOBILITY \ / f, �•-12� 4478 B14 RRH O-POS. 3 \ MOUNT ANALYSIS HAS BEEN (TYP. OF 1 PER SECTOR, \ PROPOSED AT&T. MOBILITY ANTENNA COMPLETED BY TOWER ENGINEERING PROPOSED (1) 24 PAIR FIBER TOTAL OF 3) \ AIR6419 B77G O POS. 2B, STACKED VERTICALLY PROFESSIONALS DATED 06/14/24 FOR I TRUNK AND (6) 6 AWG DC (TYP. OF 1 PER SECTOR, TOTAL OF 3) THE CAPACITY OF THE MOUNT TO TRUNK (TO FOLLOW EXISTING PROPOSED AT&T MOBILITY ANTENNA tab` \\ /� ~ SUPPORT THE PROPOSED EQUIPMENT. � ROUTING AS PER TOWER ANALYSIS) NNH4-65A-R6H4 O POS. 3 (TYP. OF 1 PER SECTOR, GAMMA �OR \ // NOTE: TOTAL OF 3) \ i \ �a PROPOSED AT&T. MOBILITY DC9-48-60-24-8C-EV TOWER ANALYSIS-HAS BEEN COMPLETED PROPOSED AT&T MOBILITY ANTENNA '"� \ S� SURGE ARRESTOR (TOTAL OF 1) BY TOWER ENGINEERING PROFESSIONALS AIR6419 B77D O POS. 2A, STACKED VERTICALLY \ DATED 06/04/24 FOR THE CAPACITY _ (YYP. OF 1 PER SECTOR, TOTAL OF 3) \ EXISTING MICROWAVE DISH (UNKNOWN)ATTACHED TO AT&T MOUNT OF THE.EXISTING STRUCTURE.TO .151 I / SUPPORT THE PROPOSED EQUIPMENT. f PROPOSED AT&T MOBILITY 4490 85/B12A RRH v O POS. 1 (TYP. OF 1 PER SECTOR, GROUND LEVEL TOTAL OF 3) NOTE: EL . '-0"t (AGL)4wz12" MINIMUM EQUIPMENT SETBACK (TYP.) PROPOSED ANTENNA LAYOUT 2 N 22x34 SCALE: 3/8"=1'-0" A-3 '0 1'-'4' 2'-B' 5'-4' 8'-0' DATA SHEET FOR FINALnTImmm REFER TO THE E P FINAL ELEVATION 3 P \��' �1 11x17 SCALE: 3/16"=1'-O" Gj ANTENNA SETTINGS. 22x34 SCALE: 1"=10' A-3 11x17 SCALE: 1"=20' TOW ER ENGINEERING PROFESSIONALS SITE NUMBER:10074795 I W AT&T MOBILITY M&H ENGINEERING,PLLC SITE NAME: SOUTHOLD �`� 1 06/11/24 ISSUED.FOR CONSIRUCIION BB J 326 TRYON AD l 1 i \ RALEIGH,NC 27603 �Wj ,\� AT&T 0 OS/10/24 ISSUED FOR PERMITTING ASB JC �? ANTENNA LAYOUT dt ELEVATION . (919)661-6351 ..- - ONE PENN PLAZA 165 PECONIC LANE A 03/29/24 ISSUED FOR REVIEW VsM Jc 82152; (ERICSSON MODERNIZATION) 24TH FLOOR, 'SUITE 2400 PECONIC, NY 11958 1 AT&T WAY NO: DATE REVISIONS BY CHK OP Q` NUMBER I DRAWING NUMBER REV NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE: AS SHOWN DESIGNED BY: JC IDRAWN BY: VSM OFESSlO� 10074795 A-3. 1 NYbTA]E CAA]7PICA]'E#:007OS)2 ANTENNA SCHEDULE BASED ON RFDS REV1.00 DATED 03/08/2024 ` RRU CHART L x W x D) HEIGHT MOUNT ANALYSIS HAS BEEN TOR SEC gym ' BAND ANTENNA ( (INCHES) �� AZIMUTH RRU FEEDER RAMC AP COMPLETED BY TOWER ENGINEERING QUANRiY MODEL SIZE (L x W x D) PROFESSIONALS DATED 06/14/24 FOR Al EXISTING 700/850/AWS/ NNHH-MA-R4 55.1"X19.6"X7.8" 131'-0" 0' (P)(1) 4415 B36 THE CAPACITY OF THE MOUNT TO PCS/WCS (P)(1) 4490 BS/B12A 00 (P)(3) 4415 B30 (WCS) 16.5"z13.4"z5.9" SUPPORT THE PROPOSED EQUIPMENT. a 00 PROPOSED DUAL RRU A2A PROPOSED 3.45 GHz AIR6419 H77G 28.30"z18.10'z7.90" 131'-0" 0" - z E (P)(3) 4490 H5/B12A (700) 17.5"X15.1"X8.8" MOUNT. #RR FA2COPE NOTE: A2B PROPOSED C-BAND AIR6419 B77D 30.39"z15.87"z8.07" 131'-0" 0• - � �I (TYP. OF 3 PER TOWER ANALYSIS HAS BEEN COMPLETED f5 a (P)(3) 4478 B14 (700) 14.9"X15.1"X6.9" SECTOR, TOTAL OF 9 700/850/AWS (P)(1) 4478 B14 r.� ) BY TOWER ENGINEERING PROFESSIONALS A3 PROPOSED NNH4-65A-R6H4 59"z19.6"z7.8" 131'-0"' 0" w p �� DATED 06 04 24 FOR THE CAPACITY /PCS/wCS (P)(1) 4890 B25/B66 w (P)(3) 4890 B25/B66 (1900) 18.1"X13.4"X8.3" / / U OF THE EXISTING STRUCTURE TO A4 - - - - - - - m Q o NOTE: SUPPORT THE PROPOSED EQUIPMENT. 81 EXISTING 700/850/AWS/ NNHH-65A-R4 55.1"X19.6"X7.8" 131'-0" 120' (P)(1) 4415 B30 a m MOUNT PER MANUFACTURER'S SPECIFICATIONS PCS/WCS (P)(1) 4490 B5/B12A EL a I B2A PROPOSED 3.45 GHz ATRS419 H77G 28.30"z16.10"z7.90" 131'-0" 120' - NOTE: v REFER TO THE FINAL RF B2B PROPOSED C-HAND AIR6419 B77D 30.39"z15.87"z8.07" 131'-0" 120• - _ DATA SHEET FOR FINAL �� (P)(1) 4478 B14 ^m ANTENNA SETTINGS. . B3 PROPOSED 700/850/AWS NNH4-65A-R6H4 59"z19.6"z7.8" 131,-0" mr �� /PCS/WCS (P)(1) 4890 B25/B66 a m p w U SEE RFDS FOR RRH 84 - - - - - - - U 0 FREQUENCY AND O� RECEIVED 700/850/AWS/ (P)(1)'4415 B30 uo I MODEL NUMBER C1 EXISTING NNHH-65A-R4 55.1"X19.6"X7.8" 131'-0" 240' PCS/WCS (P)(1) 4490 H5/B12A n� m a C2A PROPOSED 9.45 GHz AIIt8419 H77G 28.30"z16.10"z7.90" 131'-0" 240' - a' PROPOSED RRU REFER TO THE CQ- ;•N FINAL RFDS AND CHART FOR JUN 2 0 2024 Sa I C2H PROPOSED C-HAND AIR6419 B77D 30.39"z16.87"z8.07" 131'-0" 240• - v: QUANTITY, MODEL AND DIMENSIONSv m C3 PROPOSED 700/850/AWS NNH4-65A-R6H4 59"z19.6"z7.8" 131'-0" 240" (P)(1) 4478 B14 v w NOTE: Southold Town /PCS/WCS (P)(1) 4890 B25/B66 .rm MOUNT PER MANUFACTURER'S Planning Board c4 - - - - - = - a sPECIFICATIONs. PROPOSED BACK TO BACK PROPOSED RRUS DETAIL 2 MOUNT COMMSCOPE(RR-FA2) 3 FINAL ANTENNA SCHEDULE 1 SCALE: N.T.S A-4 SCALE: N.T.S A-4 SCALE: N.T.S A-4 PROPOSED SIEEPRO1 CABLE -- - -- - --- - - - HANGER BRACKET V-CLAMP W/TWO TABS SITEPRO1 P/N PROPOSED POWER PLANT :i oti PROPOSED SURGE PROPOSED 1/2-0THREADED '--_--- ---_--`�\ I \ I SUPPRESSOR ROD WITH HILn HIT HY200 MODEL NUMBERS: EPDXY ANCHOR SYSTEM MINIMUM 4" EMBEDMENT) I I II (DC9-48-60-24-BC-EVI I f DIMENSIONS: (TYP. OF 6) H31.4"x10.2"0 I I - I II EXISTING CONCRETE PAD I I i II I STRIKESORB 30-V1 SURGE PROTECTIVE DEVICE �-_______-___- ROUND LEG CONNECTION ANGLE LEG CONNECTION I NOTE: I rt _ - •`` `r MOUNT PER MANUFACTURER'S SPECIFICATIONS. PROPOSED AT&T MOBILITY VERTIV 7100 —48V DC POWER PLANT WITH DC SURGE SUPPRESSOR DETAIL: 4. PROPOSED POWER PLANT DETAIL 5 (11) -24V RECTIFIERS do (4) STRINGS OF EAST PENN PR F IP DETAIL s SCALE: N.T.S A-4 SCALE: N.T.S A-4 MFG. DEKA FAHRENHEIT, SC HT170ET, 12V CELLS BATTERIES (BELOW) *� OP 2J TOVVER ENGINEERING PRosEssloNnls SITE NUMBER:10074795 I W AT&T MOBILITY M&HENGINEERING,PLLC _ SITE NAME: SOUTHOLD � 1 06/11/24 ISSUED FOR CONSTRUCITON BB J RRALEIGH,NC 2T603 I ' .. . �.i AT&T ' 0 D5/10/24 ISSUED FOR PERMITTING AS9 Jc �l DETAILS M9)661-6351 ' . . ».� A D3/29/24 ISSUED FOR REVIEW - VSM Jc. 2152'1 ERICSSON MODERNIZATION ONE PENN PLAZA 165 PECONIC LANE ( ) 24TH FLOOR, SUITE 2400 PECONIC. NY 11958 1 AT&T WAY N0. DATE REVISIONS er CHK APP 9oFESS1�NP ITE NUMBER DRAWING NUMBER REV NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 Sri c. AS SHOWN DESIGNED BY: JC DRAWN BY: VSM . 10074795 A-4. 1 M STA[H CERIIWGTS p:002 Sn MOUNT ANALYSIS HAS BEEN COMPLETED BY TOWER ENGINEERING PROFESSIONALS DATED 06/14/24 FOR THE CAPACITY OF THE MOUNT TO SUPPORT THE PROPOSED EQUIPMENT. NOTE: TOWER ANALYSIS HAS BEEN COMPLETED- BY TOWER ENGINEERING PROFESSIONALS DATED 06/04/24 FOR THE CAPACITY OF THE EXISTING STRUCTURE TO SUPPORT THE PROPOSED EQUIPMENT. NOTE: REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA SETTINGS. PROPOSED AT&T 4478 B14 RRU O POS. 3 (TYP.OF 1 PER.SECTOR, TOTAL OF 3) PROPOSED AT&T PROPOSED AT&T ANTENNA -DC9-48-60-18-8F SQUID AIR6419 877D O POS. 2 (TYP. (TYP.OF 1 PER SECTOR, TOTAL AT&T ANTENNA PROPOSEDNNH ED-R6H4,O POS. 3 OF 1 PER SECTOR, TOTAL OF 3) OF 3) MOUNTED TO TOWER LEG (TYP. OF 1 PER SECTOR, TOTAL OF 3 (STACKED TOP) q OF PROPOSED AT&T ANTENNAS _ ___PROP_OSED-AT&T 4.4.1.5-B30-RRU - - ------.--- --- - - - -- -- - --- ELEV. 133'=0't (AGL) - O POS: 3 (TYP. OF 1 PER -- -- -- -- --- ---- ---- - -- SECTOR, TOTAL OF 3) q OF PROPOSED AT&T ANTENNAS PROPOSED DUAL RRU MOUNT, c PROPOSED AT&T 4490 85/812A Y ELEV. 131'-0't (AGL) COMMSCOPE PART #RR-FA2 -- - — - - ---- 1 - - - RRU-0--P-OS.-3-(TYP-.-OF1-P-ER - - - ----- --- -- - - ------- (TYP. OF 1 PER SECTOR, SECTOR, TOTAL OF 3) TOTAL OF 3) OF PROPOSED PROPOSED AT&T,4890 B25/B66 c AT&T ANTENNAS RRU O POS. 3 (TYP. OF 1 PER EXISTING 130' Y ELEV. 129'-O't(AGL) PROPOSED DUAL RRU MOUNT, SECTOR, TOTAL OF 3) SELF- SUPPORT TOWER COMMSCOPE PART #RR-FA2 P TOTAL OF 1 PER SECTOR, PROPOSED AT&T ANTENNA TOTAL OF 3) AIR6419 877G O POS. 2 (TYP. OF 1 PER SECTOR, TOTAL OF 3)(STACKED BOTTOM) RECEIVED " EXISTING 130' SELF --- Li SUPPORT TOWER ^I A EXISTING AT&T SECTOR MOUNTA JUN 2 2024 EXISTING AT&T SECTOR MOUNT Southold Town Planning Board PROPOSED AIR ANTENNA$RRU'S MOUNTING DETAIL 1 PROPOSED ANTENNA&RRU'S MOUNTING DETAIL 2 2204 SCALE: 3/4"=1'-0" A-5 0 8' 1'-4' 2'-8' 4'-0' 22x34 SCALE: 3/4"=1'-0" A-5 0 Ir 1'-4' 2'-8' 4'-0' 11x17 SCALE: 3/8"=1'-0" 11x17 SCALE: 3/8"=1'-O" ��pF Nlj' P C�2 TOWER ENGINEERING rRorEssloNAls SITE NUMBER:10074795 AT&T MOBILITY M&H ENGINEERING,PLLC SITE NAME: SOUTHOLD ` 1 06/11/24 ISSUED FOR CONSTRUCTION BB 326 TRYON RD RALEIGH,NC 27603 '. ' AT&T' 0 05/10/24 ISSUED FOR PERMITTING -' ASB Jc C? MOUNTING DETAILS (919)661-6351bs, A 03/29/24 ISSUED FOR REVIEW VSM Jc 2152'1 � ERICSSON MODERNIZATION" ONE PENN PLAZA 165 PECONIC LANE ( ) 24TH FLOOR, SUITE 2400 PECONIC, NY -11958 1 AT&T WAY' NO. DATE REVISIONS BY CHK 01` ROFESSIDNP TE NUMBER DRAWING NUMBER REV NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCAUE-. AS SHOWN DESIGNED BY, JC DRAWN BY- VSM .10074795 A-5 1 NY SLATE CER7IWGTE#:OO1A92 FROM ANTENNA STAINLESS p STEEL TWO HOLE COPPER HARDWARE COMPRESSION TERMINAL WEATHERPROOFING GROUNDING CABLE KIT (TYP.) GROUND BAR JUMPER REQUIRED ONLY WHEN 1-1/4"0 AND LARGER STANDARD A (TYP-) GROUND KIT (TYP.) A ELEVATION FLAT WASHER, FLAT WASHER, TYP. CONNECTOR ANTENNA CABLE T LOCK WASHER, TYP. WEATHERPROOFING TO CABLE TRAY (TYP.) 3/8"x1-1/4" HEXYP. KIT (TYP.) FROM ANTENNA NUT, TYP. BOLT FRAME SUPPORT COAX GROUND KIT GROUND BAR COMMSCOPE KIT N0. GB-0414-Tf EXPOSED BARE COPPER TO BE OR EQUAL GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO SECTION "A-A" INSULATION ALLOWED WITHIN THE COMPRESSION TERMINAL (TYPICAL) #2 AWG BCW 12 AWG BCW, BONDED NOTE: 0 GROUND WIRE ALONG NOTES: CABLE TRAY TO CIGBE/MIGB 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATION. DIRECT GROUND WIRE DOWN TO CIGBE. 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB GROUND WIRE TO GROUND BAR CONNECTION DETAIL 1 TYPICAL GROUND BAR CONNECTION DETAIL 3 SCALE: N.T.S G-1 SCALE: N.T.S G-1 EXISTING/PROPOSED EXISTING/PROPOSED ANTENNA SUPPORT ANTENNA _AT&T GROUNDING-STANDARDS- - - - -- - TO BE FOLLOWED: -- ------ - - - - -- -- - - ---- - ----- - - - -_ - - - TMA, RRU, A2 MODULE & ATT-TP-76416 EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE SURGE ARRESTOR ATT-TP-76300 AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS GROUND KITS ATT-CEM-18002 ORIGIN AND DESTINATION. ATT-002-290-531 _____ ____ — -- -- UPPER CIGBE ATT-002-290-701 SECTION "P" - SURGE PRODUCERS ATT-CEM-23001 EXISTING #2G CABLE ENTRY PORTS' (HATCH PLATES) (#2 AWG) H EXISTING GENERATOR FRAMEWORK (IF AVAILABLE) (#2 AWG) % TELCO GROUND BAR LOWER CIGBE POWER/FIBER COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2 AWG) GROUND CABLE TRAY /' JUNCTION BOX & ICE BRIDGE, (AS APPLICABLE) (AS APPLICABLE) +24V POWER SUPPLY RETURN BAR (#2 AWG) -48V POWER SUPPLY RETURN BAR (#2 AWG) JUMPER ALL SPLICES 4,�( ) #2 AWG RECTIFIER FRAMES. EXISTING 2 GROUND KITS BCW TO EXISTING i GROUND RING SECTION "A" - SURGE ABSORBERS INTERIOR GROUND RING (#2 AWG) \ EXISTING #213 EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2 AWG) (ROOFTOP ONLY) METALLIC COLD WATER PIPE (IF AVAILABLE) (#2 AWG) GROUND KITSi BUILDING STEEL (IF AVAILABLE) (#2 AWG) \ GROUND ICE __ _ _ RECEIVE BRIDGE POSTS ,\�\ft"'---------------- MIGBE m _ It METER AND�,, �■ #2 GROUND TO EXISTING DISCONNECT _ HALO OR MIGBE 0 ° [JUN 2 0 2024 200AO EXISTING GROUND EQUIPMENT CABINET ° °p 0 U u 0 0a o ° 0 SOUL old Town RING OR UTILITY OR RACK, RBS 6601, u p c as c°° GROUND & SURGE SUPPRESSOR °®o 1�# Planning Board 2 AWG SOLID TINNED COPPER (TYP) TO EXISTING �! OF NEWT SERVICE GROUND V P GROUNDING RISER DIAGRAM 2 GROUND BAR-DETAIL(AS O ) q 'Q SCALE: N.T.S G-1 SCALE: N.T.S TOV7ER ENGINEERING A PROPEssloNnrs SITE NUMBER:10074795 w AT&T MOBILITY ;MSTA�CERTMCAMMDOWSU VEERING,PLLc SITE NAME: SOUTHOLD �� AT&T 1 OB/11/24 ISSUED FOR CONSTFIUCTION ee J RD 1 NC 27603 � 0 05/10/24 ISSUED FOR PERWITING ASB JC C'J GROUNDING DETAILS 1 - A 03 29 24 ISSUED FOR REVIEW. vsm JC 2152'1 ONE PENN PLAZA . 165 PECONIC LANE / / (ERICSSON MODERNIZATION) 24TH FLOOR, SUITE 2400 PECONIC, NY 119$8 1 AT&T WAY N0. DATE REVISIONS BY CHK APP P RE NUMBER DRAWING NUMBER REV NEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ 07921 SCALE AS SHOWN DESIGNED BY: JC DRAWN BY: vsM OFESS1�N 10074795 G-1 1 2 r j j('��/�S 3.45GHz D C AIR641R RE C-Band AIR6419 135/812 B30 B PCS/AW S 4890 4490 4415 4478 'GPRI/OE' CPRI/DC CPRI/DC CPRUDC IIIIII[- HI-Cap DC/Fiber Demarcation Box Demarcation r Denergtion Box Optc Fi DC Cab DC Cablo RECEIVED JUN 2 0 2024 Sout old Town Planning Board rge - DC$utge _� Trdedim Prdedim NOTE: plan Power Rant/ 1. CONTRACTOR TO CONFIRM ALL PARTS. &nseban l DCDistritution 2. INSTALL ALL EQUIPMENT TO UnC MANUFACTURER'S RECOMMENDATIONS RF PLUMBING DIAGRAM 1 SCALE: N.T.S RF-1 NOTE: REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA SETTINGS. TOWER ENGINEERING PROFESSIONALS SITE NUMBER: 10074795 Jacobs �� AT&T MOBILITY M6T ENGINEERING, SITE NAME: SOUTHOLD AT&T ' o6�tt�z+ ISSUED FOR CONSTRUCTION BB JC DPH RF PLUMBING DIAGRAM RALEIGH,NC 27603 0 05 10 24 ISSUED FOR PERMffTINC ASB JC DPH ��S6TAT3ESCE-F-TE A 03/29/24 ISSUED FOR REVIEW VSM JC DPH (ERICSSON MODERNIZATION) ONE PENN PLAZA 165 PECONIC LANE24TH FLOOR, SUITE 2400 PECONIC, NY 11958 1 AT&T WAY NO. DATE REVISIONS BY CHK APP'D SITE NUMBER DRAWING NUMBER RNEW YORK, NY 10119 SUFFOLK COUNTY BEDMINSTER,NJ07921 SCALE: AS SHOWN DESIGNED BY: JC DRAWN BY: VSM 10074795 RF-1 M:0020JJ2 MAILING ADDRESS: PLANNING BOARD MEMBERS � �,�µ P.O. Box 1179 JAMES H.RICH III Southold, NY 11971 Chairman � � OFFICE LOCATION: MIAJEALOUS-DANK Town Hall Annex PIERCE RAFFERTY " �� 54375 State Route 25 MARTIN H.SIDOR � " (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSHI Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From, Heather M. Lanza, AICP, Planning Director Date: February 28, 2025 Re: Planning Department Report Wireless Upgrade: AT&T @ 165 Peconic Lane 41405 NYS Route 25, Peconic SCTM#1000-75.-5-14.1 The Planning Board has found that the requirements of the above-referenced AT&T modifications and up-grades have been completed based on the site inspection made February 27, 2025. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department report dated August 15, 2024; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. From: Maximus Feliz<mfeliz@etvanderbeck.com> S�b� Sent: Wednesday,February 19,2025 12:21 PM PS L I MT ii3C To: Michaelis,Jessica o ,11'° Cc: Max Shifar;mike.yaghan etvanderbeck.com;cyaghan etvanderbeck.com R�C�C( ` Subject: Final inspection request-#51076 FEB 2 0 2025 Attachments: 0229 Building Permit 8-19-24.pdf SOUTHOLD TOWN PLANMNG BOARD Good afternoon, We have an open AT&T permit at 165 Peconic Lane in Peconic,that requires a final inspection. If you could please get back to us at your earliest convenience, it would be greatly appreciated. Permit:#51076 The listed access info is as follows: GEORGE WASHINGTON BRIDGE TO CROSS BRONX EXPRESSWAY EAST TO THROG'S NECK BRIDGE TO CROSS ISLAND PKY TO LONG ISLAND EXPRESSWAY(RTE 495)- LONG ISLAND EXPRESSWAY EAST TO END(EXIT 73)-TAKE RTE 58 EAST TILL IT BECOMES RTE 25 CONTNUE ON RTE 25 EAST-SITE IS BEHIND SOUTHOLD POLICE STATION-(LANDMARK NOTE:SOUTHOLD POLICE STATION IS ON LEFT AFTER PINDAR WINERY) MAKE LEFT INTO DRIVEWAY MARKED ENTRANCE-CONTINUE TO BACK OF BUILDING AND MAKE RIGHT-GO TO STOP SIGN AND MAKE LEFT AND LEFT AGAIN TO AREA WHERE HEAVY EQUIPMENT AND SAND MOUNDS ARE-MODULAR BUILDING IS DIRECTLY UNDER TOWER-FOLLOW BEST PATH AROUND OR BETWEEN SAND MOUNDS TO TOWER.STOP AT SOUTHOLD POLICE DEPARTMENT AND SHOW I.D. CONTRACTORS CALL WITH ADVANCE NOTICE. The contact for the site is Mike: (201)522-0178. Thankyou. E.T. VANDERBECI(z GEN RAL CONTRACTOR Maximus Feliz 69 Lee Ave Haledon, NJ 07508 Office:973-689-6841 Cell:862-318-0417 Fax.973-767-1186 [www.etvanderbeck.com]� °w etvamnderb ck�._e„ N�:°p, E.T. Vanderbeck,Inc. Contains confidential and/or proprietary information to E.T. Vanderbeck Inc.and its affiliated companies which shall not be used, disclosed,or reproduced in any format by any non-E.T. Vanderbeck Inc.party without E.T. Vanderbeck Inc.'s prior written permission.All rights reserved. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Od Ik�ca.�i ol�s - t (� i re (ems5101 "l�pcatr BUILIDIN , GI P E' R , I T ISSUED TO�� AT %IATE ADDRESS �(V � &Cmtc Ul Le This notice must be displayed during construction and returned to Building Dept. to get a certificate of occupancy upon completion of work. BITILDING INSPECTOR'S OFFICE, TOWN OF SOUTHOLD SOUTHOLD, N.Y. OFFICE LOCATION: Z " MAILING ADDRESS: Town Hall Annex v� � P.O. Box 1179 54375 State Route 25 �� '`° �� � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) rt ++ Southold, NY ii 1 Telephone: 631 765-1938 www.southoldtownny.gov 4 A PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector � From: Heather M. Lanza, AICP, Planning Director(\v Date: August 15, 2024 Re: Planning Department Report Proposed AT&T Upgrades @ 165 Peconic Lane Located at 41405 NYS Route 25, Peconic SCTM#1000-75.-5-14.1 Zoning District: B & R-80 The Planning Department has conducted a review of the proposed modifications referenced above pursuant to §280-74 B(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report dated July 19, 2024) which includes the following notation: "The generator must be installed in accordance with all relevant building, electrical, and fire codes, and the Applicant must observe the maximum acoustic noise level as well as the allowable testing hours as per the Town ordinance." The proposed AT&T equipment upgrade is in compliance with the General Requirements of§280-70. In addition, this proposed equipment upgrade complies with §280-71 (A)(2)(b) as it causes essentially no visible change to the exterior and the base station equipment conforms with §280-71(A)(2)(a)[2]. Therefore, we recommend a Building Permit be issued for this application as soon as possible to meet the Federal shot clock rules for approvals of modifications to wireless facilities. Laserfiche File: Planning Department\Applications\Site Plans (SP)\Pending\1000-75.-5- 14.1 Wireless Facility at Southold Animal Shelter\Upgrades\1000-75.-5-14.1 Thank you for your cooperation. cc: Patrick O'Rourke, Centerline Communications From: Cerezo, Mara Sent: Friday,July 19, 2024 2:34 PM To: Westermann, Caitlin Subject: FW:ATT Upgrades at 41405 Rt. 25 AKA 165 Peconic Lane Communication tower,AT&T site 0229 S v Attachments: NY.Southold.ATT.41405Route25.MOD.07.19.24.pdf FIR RECEIVE For Incoming Mail, I From: Elizabeth Herington-Smith <elizabeth@cityscapegov.com> Planning jh6l Board'Town Sent. Friday,July 19, 2024 2:27 PM To: Cerezo, Mara<marac@southoldtownny.gov> Subject: Re: ATT Upgrades at 41405 Rt. 25 AKA 165 Peconic Lane Communication tower,AT&T site 0229 Good afternoon, Attached please find CityScape's report for the referenced application. Let us know if you have any questions. Have a great weekend. Best regards, Elizabeth Herington-Smith VP/General Manager Direct Line:561-541-3104 CITYSCAPE CONSULTANTS, INC. Toll Free: 877-438-2851 Ext.102 www.d sca +t rr,cO—m From: Patrick O'Rourke :' hn it c:mrl�> Date:Thursday, July 18, 2024 at 5:20 PM To: Elizabeth Herington-Smith qJ�t rs �, ph� lmrp >, "Cerezo, Mara" <: wr ��' " u � C �4o � � rr�pyr � > Subject: RE: ATT Upgrades at 41405 Rt. 25 AKA 165 Peconic Lane Communication tower, AT&T site 0229 Elizabeth, Thanks for the response. Hopefully, it comes back tomorrow. Have a good night. Thank you, Patrick O'R()�rlrke �- ' 1 i "'ifE I`,I i ri�!^ I + 1 �ii i ;�,J1 i.l i�,�i�'i .7l.:i, •A ?c; �e✓f°w�FBP�^" LC'fl�tYVr'��: LL 9i41 � `af'1✓1✓ , 7"�„ r .s 'su+ ,, "=:Ff"` 1 From: Elizabeth Herington-Smith <y�µ za.beG r,�. i y,,S��eoggpy._�pnl> Sent:Thursday,July 18, 2024 5:17 PM ' r h 41k'N'P�>; Cerezo, Mara <f"rVaf, u P �. r��Pru7�q�'t�l"�Pl n,,y, �c),,,> To• Patrick O Rourke<;�n�u„�ar�,��g� .„w Subject: Re:ATT Upgrades at 41405 Rt. 25 AKA 165 Peconic Lane Communication tower, AT&T site 0229 Sorry Patrick,the Town is waiting on our report.We got a bit backed up the last few weeks. It shows work in process which means pending no issues it should be done hopefully tomorrow or Monday. From: Patrick O'Rourke Date:Thursday, July 18, 2024 at 5:08 PM To: Cerezo Mara <rnaracC"�::�uG . _... .� .. E 1..........� .. ..°ww._....P.. ` . > ,......_ ��i��Hn�a���r > ElizabethHerin on-Smith <o �� l��l° �r�u��`li ��� �� Subject: RE: ATT Upgrades at 41405 Rt. 25 AKA 165 Peconic Lane Communication tower, AT&T site 0229 Mara, Any update on this permit being issued? I'm coming to the Town to pick up another permit and was hoping I could get both at the same time. Let me know. Thank you, Pat,rk,l Ra, ,crl.r, NIV rtr�a� Cz r c 4,c�r 1[r �.0 r�pr�rrritir^: �Pir i �r,,,rrt"o'r m. _. e r1Grrl�' p+ r n tF <-r> From:Cerezo Mara Sent: Monday,June 24, 2024 8:55 AM To: Elizabeth Herington-Smith <,:;n '.. ���fl,�, ��,,; ua yaWrf err „ >; Patrick O'Rourke<p,,q �)l f.e..Pfir [tir, 14 �n c�,y:>;Victoria lr ab d Brennan r r mianrj. �lr:cr plc ,ro r> Cc:Allison Conwell«conwellPclinellc com>„ Subject: RE:ATT Upgrades at 41405 Rt. 25 AKA 165 Peconic Lane Communication tower,AT&T site 0229 Hi Patrick, Thank you for dropping off the materials and for sending these over electronically as well. I will review and confirm with Cityscape on next steps. Have a great week! Best, Mara --------------------------- Mara Cerezo, Planner Southold Town Planning Department 2 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email Maa;:Q b��u.�q � .� ....._.�... From: Elizabeth Herington-Smith<k kuzael:eroth� �u :un� ����o� :rti°> Sent: Friday,June 21, 2024 12:22 PM To: Patrick O'Rourke<porourke@ 6h Victoria Brennan Cc:Allison Conwell<aconwelwlw r l4� h8c_g�orn>,Cerezo, Mara <�� rf a °�g���s,Kx��G�iµ�0 ap y; > Subject: Re:ATT Upgrades at 41405 Rt. 25 AKA 165 Peconic Lane Communication tower, AT&T site 0229 Thank you, for this email and the other with the documents.We will get this in queue for review but need to get with the Town for ok to proceed. clinellc.com> From: Patrick O'Rourke < .por urke Date:Thursday, June 20, 2024 at 5:17 PM To: .. .:.... .. ow. e .Y . . R . >, Victoria Brennan i . w <r re rr rr Cc: Allison Conwell < r r;:a � aBg �� q41�.. erg>, ��:cuw: .. ,.w l i � brce µ �_goy" Subject: RE: ATT Upgrades at 41405 Rt. 25 AKA 165 Peconic Lane Communication tower, AT&T site 0229 Elizabeth, Today I filed the attached documents, also listed below; 1) Building Permit Application &Applicant Consent form**Please note the Town of Southold is the property owner** 2) Four(4)set of signed and sealed construction drawings, prepared by TEP Engineering dated 6/11/2024, including site plans and elevations 3) A Mount Structural Analysis report prepared by TEP Engineering dated 6/14/2024 4) A Structural Analysis report prepared by TEP Engineering dated 6/4/2024 4) A check for$4,000 (#2173)as a consultant review Escrow fee. 5) Certificates of Insurance from the contractor 6) An EME report prepared by Centerline and dated 6/19/2024 Due to size, I will send other filing documents in another e-mail. Let us know how to proceed. Thank you, 0 {wI'TI 3 From: Patrick O'Rourke Sent:Thursday,June 13, 2024 4:15 PM To: eliza et crt scau�r ��a c rrr Cc:Allison Conwell<acoC11vv Il�Qelc(rrre � + Subject:ATT Upgrades at Baxter,415 Elijahs Lane, Mattituck,AT&T site 0228 Elizabeth, Attached and listed below are the documents I dropped off to the Town, Mara asked me to forward soft copies to you; 1) Building Permit Application &Owners Authorization 2) Four(4)set of signed and sealed construction drawings, prepared by KMB Design Group dated 4/9/2024, including site plans and elevations 3) A Structural Analysis report from TEP Engineering dated 4/4/2024 4) A check for$4,000 (#2102) as a consultant review Escrow fee. 5) Certificates of Insurance from the contractor 6) Application for Certificate of Occupancy form 7) An EME report from Centerline dated 6/12/2024 8) A Mount analysis Report by KMB Design Group dated 3/21/2024 Let us know how to proceed and call me with any questions. Thank you, 001 Patrick UROUrke i`;s�1 d u i1 \uY 1 C 163 1 4 Town of Southold, New York CltySCape Telecommunications Site Review CON S U L T dN T S I S C. 2423 S.Orange Ave#317 Modification Application Orlando, FL 32806 Tel:877.438.2851 Fax:877.220.4593 July 19, 2024 Ms. Mara Cerezo, Planner Town Hall Annex Building Town of Southold 53095 Route 25 Southold,New York 11971 PROVIDER/ID: AT&T/FA# 10074795 ADDRESS: 41405 Route 25 (aka 165 Peconic Lane) LATITUDE: 41.041347 N LONGITUDE: -72.458686 W SCTM#: 1000-75.-5-14.1 Dear Ms. Cerezo, 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 considered the merits of the above-referenced application submitted on behalf of AT&T ("Applicant")to modify equipment on an existing one hundred and thirty-one (131) foot (141.5' at top of highest appurtenance) lattice tower. The tower is located at 41405 Highway 25, Peconic, New York, although in previous review reports, the address has been described as 165 Peconic Lane,see Figure 1. Dish Wireless, T-Mobile and Verizon also operate at this site. Support Structure & Equipment Per the submitted construction drawings (CD's)i the Applicant is proposing to remove six (6) antennas and all remote radio head units (RRHs). Two (2) surge protectors and three (3) antennas will remain as well as the existing antenna sector mounts. It is further proposed to install nine (9) antennas, twelve(12)RRHs and one(1)surge protector. There is an unknown microwave dish on the existing mount that will remain, see Figures 2 and 3. The table below details the final tower mounted equipment. TOWER EQUIPMENT 12 Antennas:3) Ericsson AIR 6419 1377D;3) Ericsson AIR 6419 B77G;3) Commscope NNH465A-R6H4; 3)Commscope NNHH-65A-R4(existing) 12 RRHs:3) Ericsson 4415 B30;3) Ericsson 4478 B14;3) Ericsson 4490 135/1312A;3) Ericsson 4890 1325/1366 3 Surge Protectors:2) Raycap DC6-48-60-18-8F(existing); 1) Raycap DC9-48-60-24-8C-EV 1 Unknown Microwave Dish(existing) 3 1 Sector Mounts(existing) i CDs prepared by Jacobs on behalf of Tower Engineering Professionals,M&H.Engineering,PLLC,dated 6/11/24 `Issued for Construction' signed and sealed by a New York Registered Professional Engineer. Town of Southold—SCTM#1000-75.-5-14.1 Ckyscape AT&T FA# 10074795-41405 Route 25 Page 2 C ON S U L T A N T S , I N C . On the ground all work will be within the existing AT&T shelter. One (1) fiber trunk and six (6) DC lines will be added to run along the existing ice bridge to connect the ground equipment with the tower mounted equipment, see Figure 4. On Sheet A-1 of the CDs it is shown to replace the existing generator with a new 40kW diesel generator, although no other details are given, see Figure 5. The generator must be installed in accordance with all relevant building, electrical and fire codes, and the Applicant must observe the maximum acoustic noise level as well as the allowable testing hours as per the Town ordinance. Structural Anal The Applicant submitted a structural analysis report prepared by Tower Engineering Professionals, dated June 4, 2024. The report criteria are based on TIA-222-H, 2018 IBC, 2020 Building Code of New York State, Risk Category 11 and Exposure Category C standards. The analysis concludes the tower structure and foundation are structurally adequate to support the existing and proposed loading. After the proposed installation the tower rating will be 89.3% and the foundation will be 83.2%both falling within the allowable 105%, see Figure 6. Since the existing sector mounts are being reused, the Applicant submitted an Appurtenance Mount Analysis, see Figure 7. The criteria are the same as the structural analysis referenced above and the report concludes the sector mounts have sufficient capacity to accommodate the existing and proposed tower mounted equipment with the recommendations as follows: RECOMMENDATIONS 1) If the load differs from that described in Table 2 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The modification of the existing structure could not be completed with existing approved AT&T item master part numbers. Our custom solution is required to complete the project up to AT&T and current jurisdictional standards. a) (6) SitePro P2126 pipe (CONMAT Item No. ANT.16008) b) (36) SiteProl SCX2-K Crossover Kits (NON-CONMAT) d) (6) SitePro 1 DCP12K Clamp Kits (NON-CONMAT). Radio Frequency (RF) Exposure Safety To verify RF exposure safety, the Applicant provided a Radio Frequency Safety Survey Report Prediction (RFSSRP) Report, prepared by Centerline, dated June 19, 2024. The analysis specifically addresses compliance of AT&T's transmitting facilities independently and in relation to all collocated transmitting facilities,which together constitute the RF environment at the site. The information provided within the study found the site to be compliant with FCC rules and regulations and caution signs are recommended at the base of the towers, see Figures 8 and 9. Town of Southold—SCTM#1000-75.-5-14.1 ckyscape AT&T FA# 10074795-41405 Route 25 Page 3 C ON S U L T A N T S , I N C . Summaiy CityScape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change"being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR§1.6100(c) and CityScape recommends approval. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All reviews are based on technical merit without prejudice per prevailing laws and codes. Regarding the structural analysis reports, CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural reports,but did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior to issuance of a permit for this modification. Respectfully submitted, 4qb Elizabeth Herington-Smith VP/General Manager CityScape Consultants, Inc. Town of Southold-SCTM#1000-75.-5-14.1 Ckyscape AT&T FA# 10074795-41405 Route 25 Page 4 C ON S U L T A N T S , I N C . t Y DeLorme Street Atlas USA®2009 E RD r G S:• o �,3 RO o gyp pr93 . OHO�H .c3yo 25 GQ' z �Pe09- r S y Qe b��° Pr o` y �I <��PS �P� �` 2e O> F PePonlc 44 � ..@Q.LF HOR `�.H �>� • FCo �9�F. � 9F Pppa GIFNN_ RD A4 P �` P�rvnic ,O O N 25 O l p � Po Ox RpS Rp G s fy �1EMERSON RD �tt,pASA ANY 25 WOODµ xo 0 _, :...� ;:.-�•;,Po:p90 ENO East GR_Clague o Z o2 4 FO �2 S O 25 Q� Z S hqq: � �y cR�ya �.pOEV�NESRp mv,, m 3 17 IIJ T Data use subject to license. piV� ft ®DeLorme.DeLorme Street Atlas USA®2009. o eoo 1200 lsso 2400 3000 3600 wwwdelorme-com MN(136°W) Data Zoom 13-2 Figure 1 — Site Location Map Town of Southold—SCTM#1000-75.-5-14.1 ckyscape AT&T FA# 10074795-41405 Route 25 Page 5 C ON S U L T A N T S , I N C . PROPOSED AT&T MOBILITY C9-48-60-24-8C-EV 1 TOP OF HIGHEST SURGE ARRESTOR (TOTAL OF 1) \APPURTENANCE ELEV. = 141'-6"f A.G.L PROPOSED AT&T MOBILITY ANTENNA AIR6419 B77D O POS. 2A, STACKED VERTICALLY EXISTING WHIP ANTENNA (TYP.) (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING MICROWAVE DISH (TYP.) PROPOSED AT&T MOBILITY 4490 B5/B12A RRH (L OF EXISTING & PROPOSED O POS. 1 (TYP. OF 1 PER SECTOR, T&T.6NZENNAS TAL OF 3) ELEV. = 131'-0"f A.G. E ISTING AT&T MOBILITY ANTENNA TOP OF SELF-SUPPORT TOWER N HH-65A-R4 ® POS. 1 ELEV. = 130'-0"t A.G.L ( P. OF i PER SECTOR, T TAL OF 3) PROPOSED AT&T MOBILITY ANTENNA NNH4-65A-R6H4 O POS. 3 (TYP. OF 1 PER SECTOR, PROPOSED AT&T MOBILITY ANTENNA TOTAL OF 3) AIR6419 B77G O POS. 2B, STACKED VERTICALLY (TYP. OF 1 PER SECTOR, TOTAL OF 3) PROPOSED AT&T MOBILITY 4890 PROPOSED AT&T MOBILITY 4415 B25/B66 RRH O POS. 3 B30 RRH O POS. 1 (TYP. OF 1 PER SECTOR, (TYP. OF 1 PER SECTOR, TOTAL OF 3) (BEHIND) TOTAL OF 3) PROPOSED AT&T MOBILITY 4478 814 RRH O POS. 3 (TYP. OF 1 PER SECTOR, TOTAL OF 3) PROPOSED HOIST GRIP SUPPORT TO ACCOMMODATE PROPOSED CABLING AT APPROX. 75't AGL EXISTING ANTENNA AND AT AT&T RAD (BY OTHERS) (TYP.) EXISTING SELF-SUPPORT TOWER EXISTING AT&T (16) 7/8" COAX (2) 18 PAIR FIBER TRUNKS (TO REMAIN) (2) 7/8" COAX (4) 8 AWG DC TRUNKS (TO BE REMOVED) EN NGINEERING PROPOSED (1) 24 PAIR FIBER 6/14/24 FOR M TRUNK AND (6) 6 AWG DC OUNT TO h TRUNK (TO FOLLOW EXISTING EQUIPMENT. ROUTING AS PER TOWER ANALYSIS) 1 EN COMPLETED PROFESSIONALS E CAPACITY URE TO EQUIPMENT. GROUND LEVEL ELEV. o'-o"f (ACL) OF Ew Y Figure 2— Tower Elevation Town of Southold—SCTM#1000-75.-5-14.1 cKyscape AT&T FA# 10074795-41405 Route 25 Page 6 C O N S U L T A N T S , I N C EXISTING AT&T SURGE ARRESTOR EXISTING AT&T MOBILITY DC6-48-60-18-8F RRH4X25—WCS-4R (TOTAL OF 2) (TO REMAIN) (TYP. OF 1 PER SECTOR, TOTAL OF 3) (TO BE REMOVED) EXISTING AT&T MOBILITY SECTOR MOUNT (TYP. OF 1 PER SECTOR, \ TOTAL OF 3) (TO REMAIN) \ EXISTING AT&T MOBILITY AIRSCALE EXISTING AT&T MOBILITY AIRSCALE RRH 4T4R B5 16OW AHCA (TYP. OF 1 PER SECTOR, TOTAL OF 3) DUAL RRH 4T4R B12/14 320W AHLBA (TO BE REMOVED) (TYP. OF 1 PER SECTOR, TOTAL OF 3) (TO BE REMOVED) BETA EXISTING AT&TOBILITY ANTENNA NNHH-65A—R SECTOR —R4 ® POS. 2 & 3 AZ=120, (TYP. OF 2 PER SECTOR, TOTAL OF 6) (TO BE REMOVED) GAMMA / SECTOR �" EXISTING AT&T MOBILITY AIRSCALE AZ.=280" B25 RRH4X30-4R (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING AT&T MOBILITY ANTENNA (TO BE REMOVED) NNHH-65A—R4 ® POS. 1 (TYP. OF 1 PER SECTOR, 13•19' / EXISTING MICROWAVE DISH (UNKNOWN) TOTAL OF 3) " (TO REMAIN) c�Z\ w= ATTACHED TO AT&T MOUNT Qi Z EXISTING ANTENNA LAYOUT 1 " ' A-3 0 1'-4" 2'-8" 5-4- 8'—c 11x17 SCALE: 3/16"=1'-0" ALPHA SECTOR EXISTING AT&T MOBILITY ANTENNA AZ'-0• EXISTING AT&T SURGE ARRESTOR NNHH-65A—R4 ® POS. 1 (DC6-48-60-18-8F) (TYP. OF 1 PER SECTOR, f r 1r f (ALPHA & BETA, TOTAL OF 2) TOTAL OF 3) PROPOSED PIPE TO PIPE CLAMP (TYP.) i / PROPOSED AT&T MOBILITY 4890 PROPOSED AT&T MOBILITY 4415 -__ _ —___ / B25/B66 RRH O POS. 3 030 RRH O POS. 1 (TYP. OF 1 PER SECTOR, (T F 3)O 1PER SECTOR, TOTAL OF 3) (BEHIND) u EXISTING AT&T MOBILITY SECTOR MOUNT (TYP. OF 1 / \ PER SECTOR, TOTAL OF 3) / \ BETA SECTOR PROPOSED AT&T MOBILITY _ / AZ.=120• 4478 B14 RRH O POS. 3 � (TYP. OF 1 PER SECTOR, f M1 PROPOSED AT&T MOBILITY ANTENNA TOTAL OF 3) AIR6419 B77G O POS. 28, STACKED VERTICALLY (TYP. OF 1 PER SECTOR, TOTAL OF 3) PROPOSED AT&T MOBILITY ANTENNA NNH4-65A—R6H4 O POS. 3 GAMMA SECTOR (TYP. OF 1 PER SECTOR, AZ=240. TOTAL OF 3) � �g PROPOSED AT&T MOBILITY DC9-48-60-24-8C—EV PROPOSED AT&T MOBILITY ANTENNA ''b SURGE ARRESTOR (TOTAL OF 1) AIR6419 B77D O POS. 2A, STACKED VERTICALLY 4. (TYP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING MICROWAVE DISH (UNKNOWN) 13'19• ATTACHED TO AT&T MOUNT PROPOSED AT&T MOBILITY 4490 B5/B12A RRH O POS. 1 (TYP. OF 1 PER SECTOR, G� TOTAL OF 3) 12' MINIMUM EQUIPMENT SETBACK (TYP.) N PROPOSED ANTENNA LAYOUT 2 " A-3 0 V-4" 2'-8" 5'-4" 8'-0" 11x17 SCALE: 3/16"=1'—O" Figure 3 —Existing and Proposed Tower Mounted Equipment Configuration Town of Southold-SCTM#1000-75.-5-14.1 ckyscape AT&T FA# 10074795-41405 Route 25 Page 7 C O N S U L T A N T S I N C . nvc—1 M —T Hver uunr .oei,v �cE eniocE ucei�m sK(To .irv7 a (z))ra/R R muNKs aarE (To REu.�Nj neE vurns Nn oM am (mr�u oM z)K (x7]/e-cops Hwos/om/z<EroRc o Esser Exisnvc nrni Moe Rr ro PR P iarvn�s wCEnr CAONf1 K REMMD (.)0 RWG o<TRUNKS O TiHE Exi rvc SmuCTURE ip m Ex�snvc ArsT —— ————————-———————— —— ———— (m eE wa�Eo) SUPPORT THE PROPosEO E—MENT. (xo IB PAiR FlBER LRUNKS ewO a T s „Mp �Ruv (ro K RQghD)��u (.)ss T o. .o eiEN"1ET. im�Es inS:z.Ni.�M0B1u sED o>(R)xa PMre neER x� 1 AT&T ;om R,wp oc i+Ri i/a tors reoNN(*o°Pol,.pw Ex�mNp a)+OPaR PARER TRUNKS urvr RWNNG IS PFA T01YER NYL9R) El—A —U,v DESK uuvm a REPUGm) icE TIG. MoeaiTr Maa�uTr E%isnvc ara<r nv.c uvN MORiurr rir RUK M '.., --- rEXMINGEIISTIIETIR TIT .cccss COCK R"" * m EXISTING EQUIPMENT PLAN�\® xucEvr ueivEr ���nNr i��n. aaa22,11 /e=r-o �•1t ra i _ o I uooEN RecK I \ MOBHM VERIN (aj)s�+t�R���PENN MEF CEllS RaT,FRl6•(H¢1�.IN OEKA`e n EIT.roTII7—."xv OREEtorwTEt xo PROROREn ROMm wa x PROPOSED EQUIPMENT PLAN p���R eiL�nOF NE).y cENER.oR Pwc F" :o/Is• o �K Figure 4—Existing and Proposed Ground Equipment Configuration Town of Southold-SCTM#1000-75.-5-14.1 ckyscape AT&T FA# 10074795-41405 Route 25 Page 8 C O N S U L T A N T S , I N C . EXISTING AT&T EXISTING AT&T ICE (16)7/8"COAX BRIDGE (2)18 PAIR FIBER TRUNKS PROPOSED 4OkW DIESEL EXISTING TOWER (TO REMAIN) GENERATOR TO REPLACE CONCRETE (2)1/8"COAX EXISRNG ON CONCRETE PAD FOUNDATION PAD (a)e A DC TRUNKS (TO BE REMOVED) PROPOSED(1)24 PAR EXISTING T-MOBILE FIBER TRUNK AND(8)8 ICE BRIDGE AWG DC TRUNK(TO FOLLOW EXISTING ROURNG AS PER _. TOWER ANALYSIS K \ EXISTING T-MOBILE EQUIPMENT \� III ON CONCRETE PAD EXISTING CHAIN LINK EP FENCE EXISTING SHELTER (BY OTHERS) EXISTING AT&T MOBILITY -x V EQUIPMENT SHELTER EXISTING CSC CABINET EXISTING SELF-SUPPORT TOWER EXISTING EXISTING GENERATOR ON ACCESS CATE DOUB(n'DE CONCRETE PAD(BY OTHERS) O EXISTING PROPANE TANK Tx-x-x (BY OTHERS) EXISTING VERIZON EQUIPMENT SHELTER EXISTING ELECTRICAL PANEL -x�(BY OTHERS) EXISTING WOOD POLE m COMPOUND PLAN M,E 22x3a SCALE: 0 2•-e'S•® �V Y 11x17 SCALE:3/32"-1'-0. Figure 5— Proposed Generator Town of Southold—SCTM#1000-75.-5-14.1 cKyscape AT&T FA# 10074795-41405 Route 25 Page 9 C ON S U L T A N T S , I N C . v June 4,2024 sill`\I er Matthew Huelbig Tower Engineering Professionals Jacobs Telecommunications Inc. 326 Tryon Road One Penn Plaza,24th Floor,Suite No.2400 Raleigh,NC 27603 New York,NY 10119 (919)661-6351 (646)908-6550 Structuresaa tepgroup.net Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Reconfiguration Carrier Site Number: 10074795 Carrier Site Name: Southold Client Designation: Site Number: 10074795 Site Name: WSNYJ0045449 Engineering Firm Designation: TEP Project Number: 265240.941634 Site Data: 414 05 Route 25,Peconic,Suffolk County,NY 11968 Latitude 41°02'28.80",Longitude-72°27'31.60" 130±Foot-Self-Support Tower Dear Matthew Huelbig, Tower Engineering Professionals 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 stress level for the tower and foundation structure,under the following load case,to be: LC1: Existing+Proposed+Reserved Loading Sufficient Capacity Note:See Table 1 for the existing,proposed,and reserved loading Structure Capacity I Foundation Capacity 89.3% 83.2% The analysis has been performed in accordance with the ANSI/TIA-222-H Structural Standard for steel Antenna Towers and Antenna Supporting Structures,the 2018 International Building Code,the 2020 Building Code of New York State and AT&T Mount Technical Directive—R22. All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 1 for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and Jacobs Telecommunications Inc.. If you have any questions or need further assistance on this or any other projects,please give us a call. Structural analysis prepared by:AAL/LBW of NByy�, Respectfully submitted by: �t� F1 P ILI • r r a Daniel P.Hamm,P.E. rtt 2 2.t Y4r� R°�'ssst4N� Figure 6— Structural Analysis Summary Town of Southold—SCTM#1000-75.-5-14.1 cKyscape AT&T FA# 10074795-41405 Route 25 Page 10 C ON S U L T A N T S , t N C . June 14,2024 ` Matthew Huelbig Jacobs Telecommunications,Inc Tower Engineering Professionals One Penn Plaza,24th Floor,Suite#2400 326 Tryon Road New York,NY 10119 Raleigh,NC 27603 (646)-908-6550 (919)661-6351 Structures@tepgrouo.net Subject: Appurtenance Mount Analysis Carrier Designation: AT&T Mobility Reconfiguration Site Number: 10074795 Site Name: Southold Engineering Firm Designation: TEP Project Number: 265240.941633 Site Data: 414 05 Route 25,Peconic,Suffolk County,NY 11968 Latitude 41°02'28.80",Longitude-72°27'31.60" 130.0±Foot-Self-Support Tower 131.0 Foot Mount Height-Sector Dear Matthew Huelbig, Tower Engineering Professionals is pleased to submit this "Mount Structural Analysis" to determine the structural integrity of the antenna mount on the above-mentioned tower. The purpose of the analysis is to determine acceptability of the mount's stress level. Based on our analysis we have determined the stress level for the mount structure,under the following load case,to be: LC1:Existing+Proposed+Reserved Loading Sufficient Capacity Note:See Table 2 for the existing,proposed,and reserved loading The analysis has been performed in accordance with the ANSI/TIA-222-H Structural Standard for steel Antenna Towers and Antenna Supporting Structures. the 2018 International Building Code. the 2020 Building Code of New York State,and AT&T Mount Technical Directive—R22. All equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 2 for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and Jacobs Telecommunications, Inc. If you have any questions or need further assistance on this or any other projects,please give us a call. Respectfully submitted by: of NEF Daniel P.Hamm,P.E. ,— a 0 � 2 AR°fisssia�P Figure 7—Appurtenance Mount Analysis Summary Town of Southold-SCTM#1000-75.-5-14.1 Ckyscape AT&T FA# 10074795-41405 Route 25 Page 11 C ON S U L T A N T S , I N C . CENTERLIN Radio Frequency Safety Survey Report Prediction (RFSSRP) AT&T Self Support Tower Facility Site Name SOUTHOLD Site ID NYL00229 Site Address 414 05 ROUTE 25, PECONIC,NY 11958 Latitude: 41.041329 Prepared for: Centerline on behalf of Longitude: -72.458769 AT&T USID: 5678 FA: 10074795 Report Date: June 19, 2024 Centerline PN: Internal Pace ID: MRNYJ02128, Report Writer: Michael Fox MRNYJ042043, Report Reviewer: Michael Fischer MRNYJ042102,MRNYJ042319, 3.0 CALCULATED PX EXPOSURE LEVELS MRNYJ0423 8 8, MRNYJ042 070, Calculations performed based upon the data listed for this facility have produced the results that are MRNYJ042035 shown below: Maximum Calculated AT&T MPE Level on Site: %of MPE Limit: Accessible General Population MPE Limits: 1.66% Accessible Occupational MPE Limits: 0.33% Maximum Calculated Composite MPE Level on Site: 469MR70= Accessible General Population MPE Limits: 1.70% Accessible Occupational MPE Limits: 1,101. Maximum Calculated AT&T Grouud Level MPE: %of WE Limit: Accessible General Population MPE Limits: 1.66 Accessible Occupational MPE Limits: 0.33 �(? Accessible General Population MPE Limits: 1.70% Accessible Occupational WE Limits: 0.34% Statement of Compliance AT&T is compliant with FCC regulations. Figure 8-RF EME Compliance Summary and Calculations Town of Southold-SCTM#1000-75.-5-14.1 Ckyscape AT&T FA# 10074795-41405 Route 25 Page12 CONSULT ANTS , INC . SOUTHOLD /5678/10074795 (Ta CENTERLINE Tower Base Grid size:10' ""... iCAUT1011 _ -- — INFO I Caution 2 ACAUTION 1r11r aAt i vE . Notice 1 Caution 2B ACAUTION Notice 2 Caution 2C CAUTION AWANNING �j Caution 1 Warning 2 Existing Barrier Proposed Barrier XItems to be Existing Proposed Sign Signage/Mitigation Plan removed Sip SOUTHOLD/10074795 Centerline•750 W Center Street•West Bridgewater•MA•02379 P a g c 8 Figure 9—RF Signage Requirements Centerline Communications LLC 5550 Merrick Road, Suite 302 Massapequa, NY 11758 June 20,2024 BY HAND F W L- MTt 13t— �I G Town of Southold Town Hall Southold,NY 11971 RECEIVED Brian Cummings-Town Planner JUN 2 0 2024 RE: New Cingular Wireless PCS,LLC(AT&T)—Building Permit Application AT&T site NYNYNY0229 _ 6Rh"6Td°T6a Premises: 165 Peconic Lane Planning Board Southold,NY 11971 Section 75,Block 5,Lot 14.001 To whom it may concern: Our office represents New Cingular Wireless PCS,LLC(AT&T)with respect to its Application to modify its existing public utility wireless telecommunication facility at the subject premises. As shown in the plans submitted to the Town, the upgrade requires only minor modifications to the existing facility. With respect to the Building Permit Application,the following are enclosed in this submittal package; 1) Building Permit Application&Applicant Consent form**Please note the Town of Southold is the property owner** 2) Four(4)set of signed and sealed construction drawings,prepared by TEP Engineering dated 6/11/2024, including site plans and elevations 3) A Mount Structural Analysis report prepared by TEP Engineering dated 6/14/2024 4) A Structural Analysis report prepared by TEP Engineering dated 6/4/2024 4) A check for$4,000(42173)as a consultant review Escrow fee. 5) Certificates of Insurance from the contractor 6) Application for Certificate of Occupancy form 7) An EME report prepared by Centerline and dated 6/19/2024 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,no later than August 20,2024. 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 or base station that does not substantially change the physical dimensions of such tower or base station." 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." 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: "a 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 documentation, including but not limited to documentation intended to illustrate 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) The FCC Order also specifies that the term"base station"includes any structure that"supports or houses"communications equipment. Since this structure already supports communications equipment,it is considered a"base station"under Section 6409 Centerline Communications LLC 5550 Merrick Road, Suite 302 Massapequa, NY 11758 okT&T's AU Iligation is an Eligible Facilities,Re guest tinder Section 6409 AT&T's application qualifies as an eligible facilities request under Section 6409 because the proposed installation involves"an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." As shown on the plans prepared by TEP Engineering, dated 6/11/2024, AT&T's proposed installation consist principally of the following elements: Swap nine(9)antennas,stack three(3)additional antennas on the lattice tower,remove equipment cabinets inside AT&T's existing shelter. Accordingly,AT&T's installation involves the"collocation of new transmission equipment"and that will not increase the height of the tower nor the dimensions of the equipment compound. Asa result,the installation"does not substantially change the physical dimensions of such tower or base station." Therefore,these proposed equipment upgrades constitute an"eligible facilities request" under Section 6409,and must be approved. Timeline for Review and Arta aig 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 (60) days of its receipt, no later than August 20, 2024. 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). 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, Patrick 0' ouri e Site Acquisition on behalf of AT&T 516-263-8817 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 f Telephone (631) 765-1802 Fax (631) 765-9502 httns://www.soutlioldtowmiy.&Yov Date Received BUILDINGAPPLICATION FOR I ILI [b) For Office Use Only p PERMIT NO. Building Inspector:_,,__,,,_ Applications and forms must be filled out in their entirety.Incomplete E . applications will not be accepted. Where the Applicant is not the owner,an _ Owners Authorization form(Page 2)shall be completed. e. "1' � Date: OWNER(S)OF PROPERTY: Name: Town of Southold :KTM:# 1000-75-5-14.1 Project Address:41405 Route 25, Peconic, NY 11958 aka 165 Peconic Lane Phone#:631-765-1800 Email: Mailing Address:Same as Above CONTACT PERSON: Name:Patrick O'Rourke c/o Centerline Communications Mailing Address:5550 Merrick Road, suite 302, Massapequa, NY 11758 Phone#:516-263-8817 Email:porourke@clinellc.com DESIGN PROFESSIONAL INFORMATION: Name:TEP Engineering Mailing Address:326 Tryon Road, Raleigh, NC 27603 Phone#:919-661-6351 Email: CONTRACTOR INFORMATION: Name:E T Vanderbeck Inc Mailing Address:69 Lee Avenue, Haldon, NJ 07508 Phone#:973-689-6841 Email:. DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing use of property:Police Station, communication tower Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes MNo IF YES, PROVIDE A COPY. ❑ Check BoxAfter Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION 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 210.4S of the New York State Penal Law. Application Submitted By(print name):Patrick O'Rourke BAuthorized Agent El Owner �a Signature of Applicant: Date: '", STATE OF NEW YORK) SS: COUNTY OF Patrick O'Rourke being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (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 applici I true to the best of his/her knowledge and belief;and that the work will be performed in the manner set anon file therewith. Sworn before me this , « day of /l' "t Notary Public a 1,'QSS1 Not PROPE f OWNER AUTHORIZATION (Where the applicant is not the owner) 1, 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 Workers'F. ompensation CERTIFICATE OF INSURANCE COVERAGE svA�r C Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier Ia.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of insured E.T.VANDERBECK INC 973-689-6841 69 LEE AVENUE HALEDON,NJ 07508 1 c.Federal Employer Identification Number of Insured Work Location of Insured(Only required ifcoverage is specifically limited to or Social Security Number certain locations in New York State,Le.,Wrap-Up Policy) 222095499 2_Name and Address of EntityRequesting Proof of Co _. q g Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 54375 Route 25 3b.Policy Number of Entity Listed in Box"l a" P.O. Box'1179 DBL421170 Southold, New York 11971 3c.Policy effective period 10/25/2023 to 10/24f2025 4. Policy provides the following benefits: © A Both disability and paid family leave benefits. B_Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A All ofthe employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 5/10/2024 By /1;74t� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-82 -8100 Name and Title Leston Welsh "'—f Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200, Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 413,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers`Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS workers'Compensation Board Employee) Telephone Number Name and Trt[e Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized fo issue this form. DB-120.1 (12-21) II 111 11111miIIIIIIIIIII 12-21) III I III 0 DATE(MM/DD/YYYY) AC011" `" CERTIFICATE OF LIABILITY INSURANCE 05/10/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAIMT Chi-Hung Liao Acrisure LLC dba Eastern All Point PHA (201)445-0100 New (201)445-8392 445 Godwin Avenue WAIL - ADORES,S: INSURERS AFFORDING COVERAGE NAIC# Midland Park NJ 07432 INSURERA: Citizens Insurance Company ofAmerica 31534 INSURED INSURER B: NJ Manufacturers Ins Co 426 E T Vanderbeck Inc INSURER C: Hanover Insurance Co 69 Lee Ave INSURER D: Allmerica Financial Benefit 41840 INSURER E: HISCOX Ins.Co. Haledon NJ 0750E-1201 INSURERF: COVERAGES CERTIFICATE NUMBER: 24-25 NEW Liab REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS„. LTR TYPE OF INSURANCE POLICY NUMBER MM/DD (MMIDWY YY' LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Eaoocunrence $ 1,000,000 X Contractual'Liability _MD EXP(An, one person) $ 10,000 rA Y ZBY-J630659-00 01/12/2024 01/12/2025 PERSONAL&ADV INJURY $ 1,000,000 GEOL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ❑PRO LOC 2.000,000 POLICY JECT OTHER Designated Person $ AUTOMOBILE LIABILITY C. MBtNEO"-IN'I"rq..E LIMN"P' $ 1,000,000 Ea acddent ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED C1034230 07/01/2023 07/01/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED H G $AUTOS ONLY AUTOS ONLY Par aeYdort Uninsured motorist $ 500,000 X UMBRELLALIAB OCCUR EACH OCCURRENCE $ 10,000,000 C EXCESS LIAB CLAIMS-MADE UHY-J631009-00 01/12/2024 01/12/2025 AGGREGATE $ 10,000,000 OEO RETENTION$ $ WORKERS COMPENSATION H AND EMPLOYERS'LIABILITY STAfUTF. ER Y/N 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L,EACH ACCIDENT $ D OFFICERIMEMBER EXCLUDED? NIA WZYJ569206 10/14/2023 10/14/2024 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under -1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ General Aggregate $2,000,000 E Professional Liability ANE5378052.23 10/11/2023 10/11/2024 Each Occurrence $2,000,000 Pollution Liability DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) RE:Site#10107374 Town of Southold is included as Additional Insured for General Liability if required by written contract,written agreement or permit CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE P.O.Box 1179 Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 17--I%,�\ NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE no A A A A n A 222095499 E.T.VANDERBECK INC. 69 LEE AVENUE HALEDON NJ 07508 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER E.T.VANDERBECK INC. TOWN OF SOUTHOLD 69 LEE AVENUE 54375 ROUTE 25 HALEDON NJ 07508 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE E2429156-9 763477 10/18/2023 TO 10/18/2024 5/10/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2429156-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT MIKE YAGHAN 1 OF 1 E.T.VANDERBECK INC. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE 4NSUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:699544363 U-26.3 RECEIVE® • �i JUN 2 0 2024 SoutholdTown June 14,2024 h Planning Board Matthew Huelbig Jacobs Telecommunications, Inc Tower Engineering Professionals One Penn Plaza, 24!h Floor, Suite#2400 326 Tryon Road New York, NY 10119 Raleigh, NC 27603 (646)-908-6550 (919)661-6351 Structu resatepgroup.net Subject: Appurtenance Mount Analysis Carrier Designation: AT&T Mobility Reconfiguration Site Number: 10074795 Site Name: Southold Engineering Firm Designation: TEP Project Number: 265240.941633 Site Data: 414 05 Route 25, Peconic,Suffolk County, NY 11968 Latitude 41°02'28.80", Longitude-72°27'31.60" 130.0±Foot-Self-Support Tower 131.0 Foot Mount Height-Sector Dear Matthew Huelbig, Tower Engineering Professionals is pleased to submit this "Mount Structural Analysis" to determine the structural integrity of the antenna mount on the above-mentioned tower. The purpose of the analysis is to determine acceptability of the mount's stress level. Based on our analysis we have determined the stress level for the mount structure, under the following load case,to be: LC1: Existing+ Proposed+ Reserved Loading Sufficient Capacity Note:See Table 2 for the existing,proposed,and reserved loading The analysis has been performed in accordance with the ANSI/TIA-222-H Structural Standard for steel Antenna Towers and Antenna Supporting Structures, the 2018 International Building Code, the 2020 Building Code of New York State, and AT&T Mount Technical Directive—R22. All equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 2 for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and Jacobs Telecommunications, Inc. If you have any questions or need further assistance on this or any other projects, please give us a call. Respectfully submitted by: �f MF Daniel P. Hamm, P.E. r- a 0 W 2 2 A�dfi88S10�� ' J June 14,2024 ' Sector Mount Analysis 10074795 Southold TEP Project'N mber 265240.941633 Page 2 ANALYSIS CRITERIA Table 1 -Mount Analysis Parameters Ultimate I Ice Ice Wind; Exposure Risk Topo Seismic Maintenance Wind Speed Thickness Speed Category Category Procedure' Kzt ! Design I Loads (MPH) (in) (MPH) Category --------------- --------- -- - -------- - - - - ---- - ---- -- - -- -- f Lm=250 Ibs 128 1.0 50 C H Method 1 1.00 B Lv=250 Ibs Table 2-Existing, Proposed,and Reserved Antenna Loading Configuration Existing/ Mount' Ant Proposed/ Level CL ; Qtyi Antenna Model Mount Owner/ Reserved (ft) (ft) Type Tenant 133.0 3 Ericsson AIR 6419 B77D' 3 Commscope NNH4-65A-R6H4 3 . Ericsson RRUS 4415 B30 Proposed 131.0 131.0 Ericsson RRUS 4490 B51B12A (3)Sector Mounts AT&T 3 Ericsson RRUS 4890 B25IB66 3 Ericsson RRUS 4478 B14 129.0 1 3 1 Ericsson AIR 6419 B77G' Existing 131.0 131.0 3 Commscope NNHH-65A-R4 AT&T 6 Commscope NNHH-65A-R4 3 Alcatel Lucent RRH4x25-WCS-4R To Be Removed 131.0 131.0 3 AirScale Dual RRH 4T4RB12/14 - AT&T 3 AirScale B25 RRH4X30-4R 3 AirScale 4T4R B5 Notes: 1)Antennas are to be vertically stacked in the same position(typical of 2 antennas per sector,6 total) Table 3-Mount Component Stresses vs. Capacity [Notes " Component %Capacity Pass/Fail - Face Horizontals 47.4 Pass - Support Horizontals .26.9 Pass - Support Verticals 17.8 Pass - Mount Pipes F 38.8 Pass Stabilizer Arms 11.1 Pass 1 Connection Bolts 11.2 Pass Notes: 1) See additional documentation in"Appendix B-Additional Calculations"for calculations supporting the%capacity listed. June 14,2024 Sector Mount Analysis 10074795 Southold TEP Project Number 265240.941633 Page 3 Table 4-Documents Provided Document Remarks Source RFDS AT&T Mobility, dated March 8, 2024 TEP RFDS ID:5899244 Preliminary TEP Northeast, TEP Construction Drawings FA Number: 10074795 RECOMMENDATIONS 1) If the load differs from that described in Table 2 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The modification of the existing structure could not be completed with existing approved AT&T item master part numbers. Our custom solution is required to complete the project up to AT&T and current jurisdictional standards. a) (6) SitePro P2126 pipe(CONMAT Item No.ANT.16008) b) (36) SiteProl SCX2-K Crossover Kits (NON-CONMAT) d) (6) SitePro 1 DCP12K Clamp Kits (NON-CONMAT). ANALYSIS ASSUMPTIONS 1) The mount was built in accordance with the manufacturer's specifications. 2) The mount has been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Table 2. All mount components have been assumed to be in sufficient condition to carry their full design capacity for this analysis. Refer to the issued mapping for any structural and/or maintenance issues found during our site visit. 4) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. 5) All material grades used for this analysis, unless verified by mount manufacturer design, were assumed per AISC Table 2-4, 15th Edition. See RISA 3-1) output for confirmation on grades used in this analysis. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the mount. June 14,2024 Sector Mount Analysis 10074795 Southold TEP Project Number 265240.941633 Page 4 APPENDIX A RISA-31) OUTPUT Y Z X g, ;¢ca} ri 5� r r . ww� ww Envelope Only Solution Tower Engineering Profes... SK- 1 DRP Southold (10074795) June 14, 2024 at 3:43 PM TEP No. 265240.941633 Sabre C10857001 HD V-BoomAd Z X q 'v 114k ` -.033 1 -.128 1 I rJs�^ -.03 9 ti'4 0 -.033 -.033 ,z Loads:BLC 1,Dead Envelope Only Solution Tower Engineering Profes... SK-2 DRIP Southold (10074795) June 14, 2024 at 3:43 PM TEP No. 265240.941633 Sabre C10857001 HD V-Boom.r3d Code Check (Env) No Calc >1.0 Z X so-1.0 .75-.90 .50-.75 0:.50 1h NC U � 2 M O) O � 6 ,�8 1 �6 co N N N o 1b 00 O O p6 � Member Code Checks Displayed(Enveloped) Envelope Only Solution Tower Engineering Profes... SK-3 DRP Southold (10074795) June 14, 2024 at 3:44 PM TEP No. 265240.941633 Sabre C10857001 HD V-BoornAd Y Shear Check (Env) No Calc a 1.0 Z X 90-1.0 .75-.90 .50-.75 0-50 OS NC U i° Z O N O N � a 0 p5 0 p6 r. eo 0 oy 0 • o 05 s N O Member Shear Checks Displayed(Enveloped) Envelope Only Solution Tower Engineering Profes... SK-4 DRP Southold (10074795) June 14,2024 at 3:44 PM TEP No. 265240.941633 Sabre C10857001 HD V-Boom.r3d z x 5 ' FF, SF & R1 m d cli m d SF H 6 S �3 m C?cli IL m �2 > FF, N LL. EL 9 Envelope Only Solution Tower Engineering Profes... SK-5 DRIP Southold (10074795) June 14, 2024 at 3:44 PM TEP No. 265240.941633 Sabre C10857001 HD V-Boom.r3d z x S/e $/a r Thr a aeaq q °a oa rZO�' Spp9y�\e�/ PIPE 2.OX o N O W N a $/8 o a a. S/8 r A a Flo `o q o CO sppp�y`�\Q w PIPE 2.OX a S/8 o SiBThr roe o a agOa g00, Q �? W W Zp� w a. a Ole oC n. CO 0 N w 2 E: o_ S/8 B hr Q �2 ThraaeaR .900, °a Envelope Only Solution Tower Engineering Profes... SK-6 DRIP Southold (10074795) June 14, 2024 at 3:44 PM TEP No. 265240.941633 Sabre C10857001 HD V-BoornAd Company Tower Engineering 6/14/2024 Des IIIRISAJob INn ber : TEP No.265240.941633ssionals,... Checked By:RAL ANEMETSCHEKCOMPANY Model Name : Southold(10074795) Model Settin-gs Number of Reported Sections 5 Number of Internal Sections 100 Member Area Load Mesh Size(in) 144 Consider Shear Deformation Yes Consider Torsional Warpin-q Yes ADDroximate Mesh Size in 24 Transfer Forces Between Intersectinq Wood Walls Yes Increase Wood Wall Nailin-q Capacity for Wind Loads Yes Include P-Delta for Walls Yes O timize Masonry and Wood Walls Yes Maximum Number of Iterations 3 Sin le No Multiple(Optimum) Yes Maximum No Global Axis corresponding to vertical direction Y Convert Existing Data Yes Default Global Plane for z-axis xz Plate Local Axis Orientation Nodal Hot Roiled Steel AISC 15th 360-1.6 :LRFD Stiffness Ad'ustment No _Notional Annex None Connections None Cold Formed Steel None Stiffness Ad'ustment Yes Iterative Wood None Temperature <10OF Concrete None Masonry None Aluminum None Structure Type Building Stiffness Ad'ustment Yes' Iterative Stainless None Stiffness Ad'ustment Yes Iterative Compression Stress Block Rectangular Stress Block Analyze using Cracked Sections Yes Leave room for horizontal rebar splices 2*d barspacing) Yes List forces which were ignored for design in the Detail Report Yes Column Min Steel 1 Column Max Steel 8 Rebar Material Spec ASTM A615 Warn if beam-column framing arrangement is not understood No Number of Shear Regions 4 Region 2&3 Spacing Increase Increment in 4 Code ASCE 7-16 Risk Cateaory I or I I Drift Cat Other RISA-3D Version 22 [Sabre C10857001 HD V-Boom(Test).r3d] Pagel Company : Tower Engineering Professionals,... 024 4:02:3 Designer : DRP 4:02:30 PM IIIRISA Job Number : TEP No.265240.941633 Checked By: RAIL ANEMETSCHEKCONIPANY Model Name : Southold(10074795) Model Settings(Continued) Base Elevation(ft)- Include the wei ht of the structure in base shear calcs Yes -S 0.034 SD 0.054 SD 0.087 T sec 6 T Z sec' T X sec Cz 0.02 Cx 0.02 C Ex .Z 0.75 C Ex .X 0.75 RZ 3 RX 3 DZ 1 DOX1 CZ 1 C 1 Z 1 . 'X 1- RISA-3D Version 22 [Sabre C10857001 HD V-Boom(Test).r3d] Page 2 Company Tower Engineering 6/14/2024 Des 111RISAJob INn ber : TEP No.265240.941633ssionals,... Checked By: RAL ANEMETSCHEK COMPANY Model Name : Southold(10074795) Hot Rolled Steel Properties Label E[ksil G Fksil Nu Therm.Coeff. ley°F-' Densitvfk/ft3l Yield ksi Ry Fu[ksij Rt 1 A992 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 1.5 58 1.2 3 A572 Gr.50 ' 29000 11154 0.3 0.65 0.49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.49 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 0.3 0.65 0.49 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 1.6 60 1.2 171 Al085 1 29000 1 11154 0.3 0.65 0.49 50 1.4 65 1.3 181 SAE J429 Gr.5 1 29000 1 11154 0.3 0.65 0.49 92 1.5 120 1.2 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area in' Iyy[in4j Izz fin4l J in° 1 Face Horizontal PIPE 2.OX None None A53 Gr.B Typical 1.4 10.827 0.827 1.65 2.Support Horizontal PIPE 2.OX None None A53 Gr.B Typical 1.4 0.827 0.827 1.65 3 Mount Pipes PIPE 2.0 None None A53 Gr.B Typical 1.02 0.627 0.627 1.25 4 Support Bracing SR3/4 None None A572 Gr.50 Typical 0.442 0.016 0.016 0.031 5 Stabilizer Arm PIPE 2.0 None 'None A53 Gr.B Typical 11.02 0.627 0.627 1.25 6 Face Plate CWS00952 None None A36 Gr.36 Typical 1.063 0.022 0.4 0.075 171 Mount Pipes 2 1 PIPE 2.5 None I None A53 Gr.B Typical 1.61 1.45 1.45 2.89 181 Threaded rod 15/8THREADEDRODI Nonel None SAE J429 Gr.5 Typical 0.226 10.004 0.004 I 0.008 Material Take-Off Material Size Pieces Len th ft Wei ht K 1 General Members 2 RIGID 28 7.7 0 3 Total General 28 7.7 0 4 5 Hot Rolled Steel 6 A36 Gr.36 CWS00952 4 1.3 0.005 7 A53 Gr.B PIPE 2.0 7 67.2 0.233 1A53 Gr.B PIPE 2.OX 10 43 0.205 A572 Gr.50 SR3/4 6 21.4 0.032 Total HR Steel 27 132.9 0.475 Node Boundary Conditions Node Label X Win Y[k/inj Z Win 1 TC1-1 Reaction Reaction Reaction 121 TC1-2 Reaction Reaction Reaction 131 SA-2A Reaction Reaction Reaction Member Primary Data Label I Node J Node Rotate de Section/Shape Type Design List Material Design Rule 1 FF1-BH1 FF5 FF6 I Face Horizontal None None A53 Gr.B TvDical 2 FF1-BH2 FF6 FF7 Face Horizontal None None A53 Gr.B Typical 3 FF1-BH3 FF7 FF8 Face Horizontal None None A53 Gr.B' Typical 4 FF1-TH1 FF1• FF2 Face Horizontal None None A53 Gr.B Typical 5 FF1-TH2 FF2 FF3 Face Horizontal None None A53 Gr.B Typical 6 FF1-TH3 FF3 FF4 Face Horizontal None None A53 Gr.B Typical 7 FP-1 SAAA SF1-3 1 90 Face Plate None None A36 Gr.36 I T ical 8 1 FP-2 SF2-3 SAA B 1 90 Face Plate None None A36 Gr.36 Typical RISA-3D Version 22 [Sabre C10857001 HD V-Boom(Test).r3d] Page 3 Company Tower Engineering 6/14/2024 gner 111RISA Job'Nu Number : TEP No.265240.941633ssionals,... Checked By: RAL A NEMETSCHEK COMPANY Model Name : Southold (10074795) Member Primary Data(Continued) Label I Node J Node Rotate de Section/Shape Type Design List Material Design Rule 9 1 FP-3 I SA-1C SF1-4 90 Face Plate None None A36 Gr.36 T ical 10 FP-4 SF2-4 SA-1 D 90 Face Plate None None A36 Gr.36 Typical 11 MP-1 B MP-1A MP-1 B Mount Pipes None None A53 Gr.B Typical 12 MP-2 MP-2A MP-213 Mount Pipes None None A53 Gr.B Typical 13 NIP-313 MP-3A MP-313 Mount Pipes None None A53 Gr.B Typical 14 MP-4 MP-4A MP-413 Mount Pipes None None A53 Gr.B Typical 15 RRU-1 N75 N76 Mount Pipes None None A53 Gr.B Typical 16 RRU-2 N77 N80 Mount Pipes None None A53 Gr.B Typical 17 FP1-R1 SAAA CPA RIGID None None RIGID T ical 18 FP1-R2 R1 CP-5 RIGID None None RIGID Typical 19 FP1-R3 SF1-3 FF2 RIGID None None RIGID Typical 20 FP2-R1 SF2-3 FF3 RIGID None None RIGID Typical 21 FP2-R2 R2 CP-6 RIGID None None RIGID Typical 22 FP2-R3 SA-1B CP-2 RIGID None None RIGID Typical 23 FP3-R1 SA-1C CP-3 RIGID None None RIGID TVDical 24 FP3-R2 R3 CP-7 RIGID None None RIGID Typical 25 FP3-R3 SF1-4 FF6 RIGID None None RIGID Typical 26 FP4-R1 SA-1 D CP-4 RIGID None None RIGID Typical 27 FP4-R2 R4 CP-8 RIGID None None RIGID Typical 28 FP4-R3 SF2-4 FF7 RIGID None None RIGID Typical 29 M42 X1 N60 RIGID None None RIGID Typical 30 M43 X6 N64 RIGID None None RIGID Typical 31 M44 X2 N61 RIGID None None RIGID Typical 32 M45 X7 N65 RIGID None None RIGID Typical 33 M46 X3 N62 RIGID None None RIGID Typical 34 M47 X8 N66 RIGID None None RIGID Typical 35 M48 X4 N63 RIGID None None RIGID TVDical 36 M49 X9 N67 RIGID None None RIGID Typical 37 M50 N68 N74 RIGID None None RIGID Typical 38 M51 N70 N73 RIGID None None RIGID Typical 39 M53 N69 N79 RIGID None None- RIGID Typical 40 M54 N71 N78 RIGID None None RIGID Typical 41 R1 TC1-1 SF1-1 RIGID None None. RIGID Typical 42 R2 TC1-2 SF1-2 RIGID None None RIGID Typical 43 R3 TC1-1' SF2-1 RIGID None None RIGID Typical 44 R4 TC1-2 SF2-2 RIGID None None RIGID T ical 45 SA-1 SA-1 B SA-2A Stabilizer Arm None None A53 Gr.B Typical 46 SF1-D1 SF1-V1A SF1-V2B Surmort Bracina None None A572 Gr.50 Typical 47 SF1-V1 SF1-V1A SF1-V1B Support BracingNone None A572G�.50 48 SF1-V2 SF1-V2A SF1-V2B Support Bracin None None A572 Gr.50 49 SF2-D1 SF2-V1A SF2-V2B Support BracingNone None A572 Gr.50. 50 'SF2-V1 SF2-V1A SF2-V1B Support BracingNone None A572 Gr.50 Typical 51 SF2-V2 SF2-V2A SF2-V2B Su ort Bracin •None None A572 Gr.50 52 SF1-BH SF1-2 SF1-4 Support Horizontal None None A53 Gr.B Typical 53 SF1-TH I SF1-1 ' SF1-3 Support Horizontal None None A53 Gr.B T ical 1541 SF2-BH I SF2-2 SF2-4 Support Horizontall None None A53 Gr.B Tvpical 1551 SF2-TH I SF2-1 SF2-3 ISupOort Horizontall None I 3 Gr.B I T ` ical Member Advanced Data Label I Release J Release Col-Wall Vert Release Physical Deflection Ratio Options Seismic DR 1 FF1-BH1 Yes **NA** None 2 FF1-BH2 Yes **NA** None 3 FF9-BH3 Yes **NA** None 4 FF1-TH1 Yes **NA** None 5 FF1-TH2 Yes **NA** None RISA-3D Version 22 [Sabre C10857001 HD V-Boom(Test).r3d] Page 4 Company Tower Engineering 6/14/2024 IIIRISA Job'Nu Number : DEP No.265240.941633ssionals,... Checke dBy: RAL A NEMETSCHEK COhSPANY Model Name : Southold(10074795) Member Advanced Data(Continued) Label I Release J Release Col-Wall Vert Release Physical Deflection Ratio Options Seismic DR 6 FF1-TH3 Yes **NA** None 7 FP-1 Yes **NA** None 8 FP-2 Yes **NA** None 9 FP-3 ! Yes **NA** None 10 FP-4 ! Yes **NA** None 11 MPA B Yes **NA** None 12 MP-2 Yes **NA** None 13 MP-3B Yes **NA** None 14 MP-4 Yes **NA** None 15 RRU-1 Yes **NA** None 16 RRU-2 Yes **NA** None 17 FP1-R1 Yes **NA** None 181 FP1-R2 Yes **NA** None 19 FP1-R3 Yes **NA** None 20 FP2-R1 Yes **NA** None 21 FP2-R2 i Yes **NA** None 22 FP2-R3 Yes **NA** None 23 FP3-R1 Yes **NA** None 24 FP3-R2 Yes **NA** None 251 FP3-R3 Yes **NA** None 26 FP4-R1 Yes **NA** None 27 FP4-R2 Yes _ **NA** None 28 FP4-R3 Yes **NA** None 29 M42 Yes **NA** None 30 M43 Yes **NA** None 31 M44 Yes **NA** None 32 M45 Yes **NA** None 33 M46 Yes **NA** None 34 M47 Yes **NA** None 35 M48 Yes **NA** None 36 M49 Yes **NA** None 37 M50 Yes **NA** None 38 M51 Yes **NA** None 39 M53 Yes **NA** None 40 M54 Yes **NA** None 41 R1 Yes **NA** None 42 R2 Yes **NA** None 43 R3 Yes **NA** None 44 R4 Yes **NA** None 45 SA-1 BenPIN Yes **NA** None 46 SF1-D1 Yes **NA** None 47 SF1-VI Yes **NA** None 48 SF1-V2 Yes **NA** None 49 SF2-D1 Yes **NA** None 50 SF2-VI Yes **NA** None 51 SF2-V2 Yes **NA** None 52 SF1-BH BenPIN Yes **NA** None 53 SF1-TH BenPIN Yes **NA** None 54 SF2-BH BenPIN Yes **NA** None ,551 S172-TH BenPIN Yes '*NA** None Hot Rolled Steel Desi4n Parameters Label Shape Length ft Lb -y[ftl Lb z-z MIY-y K z-z Channel Conn. aft Function 1 FF1-BH1 I Face Horizontal 2.5 2.1 2.1 N/A N/A I Lateral 2 FF1-BH2 Face Horizontal 8 1 1 N/A N/A Lateral RISA-3D Version 22 [Sabre C10857001 HD V-Boom(Test).r3d] Page 5 111RISA Company : Tower Engineering Professionals,... 024 4:02:3 Designer : DRP 4:02:30 PM Job Number : TEP No.265240.941633 Checked By:RAL ANEMETSCHEK COMPANY Model Name : Southold(10074795) Hot Rolled Steel Design Parameters(Continued) Label Shape Length ft Lb - ft Lb z-z ft K Y-Y K z-z Channel Conn. aft Function 3 FF1-BH3 Face Horizontal 2.5 2.1 2.1 N/A N/A Lateral 4 FF1-TH1 Face Horizontal 2.5 2.1 2.1 N/A N/A Lateral 5 FF1-TH2 Face Horizontal 8 1 1 N/A N/A Lateral 6 FF1-TH3 Face Horizontal 2.5 2.1 2.1 N/A N/A Lateral 7 FP-1 Face Plate 0.323 0.001 0.001 0.65 0.65 N/A N/A Lateral 8 FP-2 Face Plate 0.323 0.001 0.001 0.65 0.65 N/A N/A Lateral 91 FP-3 I Face Plate 0.323 0.001 0.001 0.65 -0.65 N/A N/A Lateral 10 FP-4 Face Plate 0.323 0.001 0.001 0.65 0.65 N/A N/A Lateral 11 MP-1 B Mount Pipes 10 Segment Se ment 2.1 2.1 N/A N/A Lateral 12 MP-2 Mount Pipes 10 Segment Segment 2.1 2.1 N/A N/A Lateral 13 MP-3B Mount Pipes 10 Segment Segment 2.1. 2.1 N/A N/A Lateral 14 MP-4 Mount Pipes 10 Se ment Se ment 2.1 2.1 N/A N/A Lateral 15 RRU-1 Mount Pipes 10 Segment Segment 2.1 2.1 N/A N/A Lateral 16 RRU-2 Mount Pipes 10 Segment Segment 2.1 2.1 N/A N/A Lateral 17 SA-1• Stabilizer Arm 7.213 1 1 N/A N/A Lateral 18 SF1-D1 Support Bracing4.689 0.65 0.65 N/A N/A Lateral 19 SF1-V1 Support Bracing3 0.65 0.65 N/A N/A Lateral 20 SF1-V2 I Support Bracina 3 0.65 0.65 N/A N/A Lateral 211 SF2-D1 Su ort Bracing 4.689 0.65 0.65 N/A N/A Lateral 221 SF2-V1 I Support Bracing 3 0.65 0.65 N/A N/A Lateral 231 SF2-V2 'Support Bracing 3 0.65 0.65 N/A N/A Lateral 24 SF1-BH Support Horizontal 4.255 3.604 1 1 N/A N/A Lateral 25 SF1-TH ISupport Horizontal 4.255 3.604 1 1 N/A N/A Lateral 26 SF2-BH ISUPDort Horizontall 4.255 3.604 1 1 N/A N/A Lateral 27 SF2-TH ISupport Horizontall 4.255 1 3.604 1 1 N/A N/A Lateral Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Nodal Point Distributed 1 Dead - None -1 12 2 0 Wind-No Ice None 12 27 3 30 Wind=No Ice None 24. 54 4 45 Wind-No Ice None 24 54 5 60 Wind-No Ice None 24 54 6 90 Wind-No Ice None 12 27 7 120 Wind-No Ice None 24 54 8 135 Wind-No Ice None 24 54 9 150 Wind-No Ice None' 24 54 10 180 Wind-No Ice None 12 27 11 210 Wind-No Ice None 24 54 12 225 Wind-No Ice None 24 54 13 240 Wind--No Ice None 24 54 141 270 Wind-No Ice None 12 27 15 300 Wind-No Ice None 24 54 16 315 Wind-No Ice None 24 54 17 330 Wind-No Ice None- 24 54 18 Ice Weight None 12 27 19 0 Wind-Ice None 12 27 20 30 Wind-Ice None 24 54 21' 45 Wind-Ice None 24 54 22 60 Wind-Ice None 24 54 23 90 Wind-Ice None 12 27 24 120 Wind-Ice None 24 54 25 135 Wind-Ice None 24 54 26 150 Wind-Ice None 24 54 1271 180 Wind-Ice None 12 27 RISA-3D Version 22 [Sabre C10857001 HD V-Boom(Test).r3d] Page 6 Company Tower Engineering 6/14/2024 111RISAJobDesig Nnu ber : TEP No.265240 941633ssionals',... Checked By: RAL A NEMETSCHEK COMPANY Model Name : Southold(10074795) Basic Load Cases(Continued) BLC Description Cateaory X Gravity Y Gravity' Z Gravity Nodal Point Distributed 28 210 Wind-Ice None 24 54 29 225 Wind-Ice None 24 54 30 240 Wind-Ice None 24 54 31 270 Wind-Ice None 12 27 32 300 Wind-Ice None 24 54 33 315 Wind-Ice None 24 54 34 330 Wind-Ice None 24 54 35 Lm None ! 1 36 Lv None 1 37 Seismic Load X ELX -1 12 38 Seismic Load Z ELZ -1 12 Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor 1 1 AD Yes Y 1 1.4 2 0.9D+1.0 0-Wind. Yes Y 1 0.9 2 1 3 0.9D+1.0 30-Wind Yes Y 1 0.9 3 1 4 0.9D+1.0 45-Wind Yes Y 1 0.9 4 1 5 0.9D+1.0 60-Wind Yes Y 1 0.9 5 1 6 0.9D+1.0 90-Wind Yes Y 1 0.9 6 1 7 0.9D+1.0120-Wind Yes Y 1 1 0.9 7 1 8 0.9D+1.0135-Wind Yes Y 1 0.9 8 1 9 0.9D+1.0150-Wind Yes Y 1 0.9 9 1 10 0.9D+1.0180-Wind Yes Y 1 0.9 10 1 11 0.9D+1.0 210-Wind Yes Y 1 i 0.9 11 1 12 0.9D+1.0 225-Wind Yes Y 1 0.9 12 1 131 0.9D+1.0 240-Wind Yes Y 1 0.9 13 1 14 0.9D+1.0 270-Wind Yes Y 1 0.9 14 1 15 0.9D+1.0 300-Wind Yes Y 1 0.9 15 1 16 0.9D+1.0 315-Wind Yes Y 1 0.9 16 1 17 0.9D+1.0 330-Wind Yes Y 1 i 0.9 17 1 18 1.2D+1.0 0-Wind Yes Y 1 1.2 2 1 19 1.2D+1.0 30-Wind Yes Y 1 1.2 3 1 201 1.2D+1.0 45-Wind Yes Y 1 1.2 4 1 21 1.2D+1.0 60-Wind Yes Y 1 i 1.2 5 1 22 1.2D+1.0 90-Wind Yes Y 1 1.2 6 1 23 1.2D+1.0120-Wind Yes Y 1 ! 1.2 7 1 24 1.2D+1.0135-Wind Yes Y 1 1.2 8 1 25 1.2D+1.0150-Wind Yes Y 1 1.2 9 1 26 1.2D+1.0180-Wind Yes Y 1 1.2 10 1 27 1.2D+1.0 210-Wind Yes Y 1 1.2 11 1 28 1.2D+1.0 225-Wind Yes Y 1 1.2 12 1 29 1.2D+1.0 240-Wind Yes Y 1 1.2 13 1 30 1.2D+1.0 270-Wind Yes Y 1 1.2 14 1 31 .1.2D+1.0 300-Wind Yes Y 1 1.2 15 1 32 1.2D+1.0 315-Wind Yes Y 1 1.2 16 1 331 1.2D+1.0 330-Wind Yes Y 1 1.2 17 1 34 1.2D+1.ODi+1.0 0-Wind Ice Yes Y 1 1.2 18 1 19 1 35 1.2D+1.ODi+1.0 30-Wind Ice Yes Y 1 1.2 18 1 20 1 36 1.2D+1.ODi+1.0 45-Wind Ice Yes Y 1 1.2 18 1 21 1 37 1.2D+1.ODi+1.0 60-Wind Ice Yes Y 1 1.2 18 1 22 1 38 1.2D+1.ODi+1.0 90-Wind Ice Yes Y 1 1.2 18 1 23 1 39 1.2D+1.ODi+1.0 120-Wind Ice Yes Y 1 1.2 18 1 24 1 1401 1.2D+1.ODi+1.0 135-Wind Ice Yes Y 1 1.2 18 1 25 1 1411 1.2D+1.ODi+1.0 150-Wind Ice Yes Y 1 1.2 18. 1 26 1 RISA-3D Version 22 [Sabre C10857001 HD V-Boom(Test).r3d] Page 7 Company : Tower Engineering Professionals,... 6/14/2024 IIRISA Designer : DRP 4:02:30 PM Job Number : TEP No.265240.941633 Checked By: RAL ANEME7SCHEKCOMPANY Model Name : Southold(10074795) Load Combinations(Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor 42 1.2D+1.ODi+1.0 180-Wind Ice Yes Y 1 1.2 18 1 27 1 43 1.2D+1.ODi+1.0 210-Wind Ice Yes Y 1 1.2 18 1 28 1 44 1.2D+1.ODi+1.0 225-Wind Ice Yes Y 1 1.2 18 1 29 1 45 1.2D+1.ODi+1.0 240-Wind Ice Yes Y 1 1.2 18 1 30 1 46 1.2D+1.ODi+1.0 270-Wind Ice Yes Y 1 1.2 18 1 31 1 47 1.2D+1.ODi+1.0 300-Wind Ice Yes Y 1 1.2 18 1 32 1 48 1.2D+1.ODi+1.0 315-Wind Ice Yes Y 1 1.2 18 1 33 1 49 1.2D+1.ODi+1.0 330-Wind Ice Yes Y 1 1.2 18 1 34 1 50 1.2D+1.5Lv Yes Y 36 1.5 1 1.2 51 1.2D+1.5Lm+1.0 0-Wind Yes Y 1 1.2 2 0.22. 35 1.5 52 1.2D+1.5Lm+1.0 30-Wind Yes Y 1 1.2 3 0.22 35 1.5 53 1.2D+1.5Lm+1.0 45-Wind Yes Y 1 1.2 4 0.22 35 1.5 54 1.2D+1.5Lm+1.0 60-Wind Yes Y 1 1.2 5 0.22 35 1.5 55 1.2D+1.5Lm+1.0 90-Wind Yes Y 1 1.2 6 0.22 35 1.5 56 1.2D+1.5Lm+1.0120-Wind Yes Y 1 1.2 7 0.22 35 1.5 57 1.2D+1.5Lm+1.0135-Wind Yes. Y 1 1.2 8 0.22 35 1.5 58 1.2D+1.5Lm+1.0150-Wind Yes Y 1 1.2 9 0.22 35 1.5 59 1.2D+1.5Lm+1.0180-Wind Yes Y 1 1.2 10 0.22 35 1.5 60 1.2D+1.5Lm+1.0 210-Wind Yes Y 1 1.2 11 0.22 35 1.5 61 1.2D+1.5Lm+1.0 225-Wind Yes Y 1 1.2 12 0.22 35 1.5 62 1.2D+1.5Lm+1.0 240-Wind Yes Y 1 1.2 13 0.22 35 1.5 63 1.2D+1.5Lm+1.0 270-Wind Yes Y 1 1.2 14 0.22 35 1.5 64 1.2D+1.5Lm+1.0 300-Wind Yes Y 1 1.2 15 0.22 35 1.5 65 1.2D+1.5Lm+1.0 315-Wind Yes Y. 1 1.2 16 0.22 35 1.5 66 1.2D+1.5Lm+1.0 330-Wind Yes Y 1 1.2 17 0.22 35 1.5 67 1.2+0.2Sds D+1.0 0 Seismic Yes Y 1 1.235 ELX 0.088 68 1.2+0.2Sds D+1.0 30 Seismic Yes Y 1 1.235 ELX 0.077 ELZ 0.044 69 1.2+0.2Sds D+1.0 45 Seismic Yes Y 1 1.235 . ELX 0.063 ELZ 0.063 70 1.2+0.2Sds D+1.0 60 Seismic Yes Y 1 1.235 ELX 0.044 ELZ 0.077 71 1.2+0.2Sds D+1.0 90 Seismic Yes Y 1 1.235 ELZ 0.088 72 1.2+0.2Sds D+1.0 120 Seismic Yes Y 1 1.235 ELX -0.044 ELZ 0.077 73 1.2+0.2Sds D+1.0 135 Seismic Yes Y 1 1.235 ELX -0.063 ELZ 0.063 74 1.2+0.2Sds D+1.0 150 Seismic Yes Y 1 1.235 ELX -0.077 ELZ 0.044 75 1.2+0.2Sds D+.1.0 180 Seismic Yes Y 1 1.235 ELX -0.088 76 1.2+0.2Sds D+1.0 210 Seismic Yes Y 1 1.235 ELX -0.077 ELZ -0.044 77 1.2+0.2Sds D+1.0 225 Seismic. Yes Y 1 1.235 ELX -0.063 ELZ -0.063 78 1.2+0.2Sds D+1.0 240 Seismic Yes Y 1 1.235 ELX -0.044 ELZ -0.077 79 1.2+0.2Sds D+1.0'270 Seismic Yes Y 1 1.235 'ELZ -0.088 80 1.2+0.2Sds D+1.0 300 Seismic Yes Y 1 1.235 ELX 0.044 ELZ -0.077 81 1'.2+0.2Sds D+1.0 315 Seismic Yes Y 1 1.235 ELX 0.063 ELZ -0.063 82 1.2+0.2Sds D+1.0 330 Seismic Yes Y 1 1.235 ELX 0.077 ELZ -0.044 83 0.9-0.2Sds*DL+1.0 0 Seismic Yes Y 1 0.865 ELX 0.088 84 0.9-0.2Sds*DL+1.0 30 Seismic Yes Y 1 0.865 ELX 0.077 ELZ 0.044 85 0.9-0.2Sds*DL+1.0 Seismic Yes Y 1 0.865 ELX 0.063 ELZ 0.063 86 0.9-0.2Sds*DL+1.0 60 Seismic Yes Y 1 0.865 ELX 0.044 ELZ 0.077 87 0.9-6.2Sds*DL+1.0 90 Seismic Yes Y 1 0.865 ELZ 0.088 88 0.9-0.2Sds*DL+1.0 120 Seismic Yes Y 1 0.865 ELX -0.044 ELZ 0.077 89 0.9-0.2Sds*DL+1.0 135 Seismic Yes Y 1 0.865 ELX -0.063 ELZ 0.063 90 0.9-0.2Sds*DL+1.0 150 Seismic Yes Y 1 0.865 ELX -0.077 ELZ 0.044 91 0.9-0.2Sds*DL+1.0 180 Seismic Yes Y 1 0.865 ELX -0.088 92 0.9-0.2Sds*DL+1.0 210 Seismic Yes Y 1 0.865 ELX -0.077 ELZ -0.044 93 0.9-0.2Sds*DL+1.0 225 Seismic Yes Y 1 0.865 ELX -0.063 ELZ -0.063 94 0.9-0.2Sds*DL+1.0 240 Seismic Yes Y 1 0.865 ELX -0.044 ELZ -0.077 95 0.9-0.2Sds*DL+1.0 270 Seismic Yes Y 1 0.865 ELZ -0.088 96 0.9-0.2Sds*DL+1.0 300 Seismic Yes Y 1 0.865 ELX 0.044 ELZ -0.077 RISA-3D Version 22 [Sabre C10857001 HD V-Boom(Test).r3d] Page 8 Company : Tower Engineering Professionals,... 6/14/2024 111RISA Checked Designer : DRP h 0 PM Job Number : TEP No.265240.941633 Checked By:RAL A NEMETSCHEK COMPANY Model Name : Southold(10074795) Load Combinations(Continued) Description Solve P-Delta BLC Factor BLC Factor BLC Factor 97 0.9-0.2Sds*DL+1.0 315 Seismic Yes Y 1 0.865 1 ELX 0.063 1 -0.063 98 0.9-0.2Sds*DL+1.0 330 Seismic Yes Y 1 0.865 ELX 0.077 ELZ -0.044 Node Loads and Enforced Displacements BLC 35:Lm) Node Label L, D, M Direction Magnitude k,k-ft, in,rad , k*s2/ft,k*sz*ft 1 F X6 L Y -0.5 Node Loads and Enforced Displacements(BLC 36:Lv) Node Label L, D,M Direction Magnitude k,k-ft, in,rad , k*s2/ft,k*s2*ft 1 F FF5 L Y -0.25 i i i Envelope Node Reactions Node Label X k LC Y k LC Z fkl LC MX k-ft LC MY k-ft LC MZ k-ft LC 1 TC1-1 max 3.925 3 1.289 34 2.588 .21 0 98 0 98 0 98 2 min -5.612 27 0.151 10 -2.297 13 0 1 0 1 0 1 3 TC1-2 max 2.136 34 1.159 42' 0.066 4 0 98 0 98 0 98 4 min 0.352 10 0.103 2 -1.683 61 0 1 0 1 0 1 5 SA-2A max 1.879 28 0.033 37 0.135 27 0 .98 0 98 0 98 6 min -1.874 20 0.011 95 -0.135 19 0 1 0 1 0 1 171 Totals: I max - 1 3.954 18 1 2.399 1 37 2.521 23 181 1 min 1 -3.954 1 10 1 0.864 1 91 -2.521 15 . I Envelope RISC 15TH(360-16):LRFD Member Steel Code Checks i Member Shape Code CheckLoc ft LCShear CheckLoc ft DirLC hi,*Pnc k hi*Pnt k hi*Mn - k-ft hi*Mn z-zfk-ftl Cb E n 1 FF1-BH1PIPE 2.OX 0.203 0.52157 0.074 2.161 60 31.267 44.1 2.531 2.531 1 H1-1b 2 FF1-BH PIPE 2.OX 0.239 6 26 0.058 8 251 19.845 44.1 2.531 2.531 1 H1-1b 3 FF1-BH PIPE 2.OX 0.074 0.33924 0.064 1.979 251 31.267 44.1 2.531 2.531 1 H1-1b 4 FF1-TH1PIPE 2.0. 0.453 2.16126 0.072 2.161 62 31.267 44.1 2.531 2.531 1 H1-1b 5 FF1-TH2PIPE 2.OX 0:474 6 26 0.135 8 10 1f9.845 44.1 2.531 2.531 1 H1-1b 6 FF1-TH3PIPE 2.OX 0.134 0 19 0.111 0 26 31.267 44.1 2.531 2.531 1 H1-1b 7 FP-1 CWS00952 0.205. 0.32318 0.03 0.323 18 34.441 34.441 0.359 1.523 1.151 H1-1b 8 FP-2 CWS00952 0.164 0 26 0.086 0 27 34.441 34.441 0.359 1.523 1.44 H1Ab 9 FP-3 CWS00952 0,089 0.32364 0.015 0.323 z 60 34.441 34.441 0.359 1.523 1.241 H1-1b 10 FP-4 CWS00952 0.07 0 25 0.02 0 z 25 34.441 34.441 0.359 1.523 1.08 H1-1b 11' MPAB PIPE 2.0 0.372 3.54226 0.091 3.542 26 1i9.964 32.13 1.872 1.872 1 H1-1b 12 MP-2 PIPE 2.0' 0.286 3.54227 0.112 3.542 26 f9.964 32.13 1.872 1.872 1 H1-1b 13 MP-313 PIPE 2.0 0.388 3.43826 0.081 3.542 25 16.812 32.13 1.872 1.872 1 H1-1b 14 MP-4 PIPE 2.0 0.131 3.54225 0.033 3.542 25 19.964 32.13 1.872 1.872 1 H1-1b 15 RRU-1 PIPE '2.0 0.385 3.43824 0.051. 3.438. 24 16.812 32.13 1.872 1.872 1 H1-1 b 16 RRU-2 PIPE 2.0 0.387 3.43828 0.058 3.542 27 16.812 32.13 1.872 1.872 1 H1-1b 17 SA-1 PIPE 2.0 0.111 0' 28 0.004 7.213 22 17.218 32.13 - 1.872 1.872 1 HIAb 18 SF1-D1 SR3/4 0.136 0 59 0.008 4.689 30 2.623 19.88 0.249 0.249 1 1-11-1b 18 SF1-V1 SR3/4 0.176 0 42 0.006 0 55 6.408 19.88 0.249 0.249 1 H1-1b 20 SF1-V2 SR3/4 0.129 3 56 0.016 0 29 6.408 19.88 0.249 0.249 1 1-11-1b 21 SF2-D1 SR3/4 0.081 4.68935 0.008 4.689 22 2.623 19.88 0.249 0.249 1 1-11-lb 22 SF2-V1 SR3/4 0.162 0 42 0.01 0 27 6.408 19.88 0.249 0.249 1 H1-1 b 23 SF2-V2 SR3/4 0.078 3 35 0.016 0 22 6.408 19.88 0.249 0.249 1 H1-1b 24 SF1-BH PIPE 2.OX 0.214 0.35560 0.152 0 43 35.184 44.1 2.531 2.531 1 H1-1b 1251 SF1-TH PIPE 2.OX 0.269 0 26 0.162 0 34 35.184 44.1 1 2.531 2.531 1 H1-1b 1261 SF2-BH PIPE 2.OX 0.123 2.1271471 0.148 0 ' 40 35.184 44.1 2.531 2.531 1 H1-1b RISA-3D Version 22 [Sabre C10857001 HD V-Boom(Test).r3d] Page 9 Company : Tower Engineering Professionals,... 6/14/2024 IIRISA Designer : DRP 4:02:30 PM , Job Number : TEP No:265240.941633 Checked By: RAL ANEMETSCHEK COMPANY Model Name : Southold(10074795) Envelope A/SC 15TH(360-16):LRFD Member Steel Code Checks(Continued) Member Shape Code CheckLoc ft LCShear CheckLoc ft DirLC hi*Pnc k hi*Pnt k hi*Mn - k-ft hi*Mn z-z[k-ftl Cb E n 27 SF2-TH IPIPE 2.0 - 0.261 1 0 1261 0.163 1 0 1 118135.184 1 44.1 1 2.531 1 2.531 1 1 H1-1b RISA-3D Version 22 [Sabre C10857001 HD V-Boom(Test).r3d] Page 10 June 14,2024 Sector Mount Analysis 10074795 Southold TEP Project Number 265240.941633 Page 5 I i i i I I I APPENDIX B ADDITIONAL CALCULATIONS i i I, Southold(10074795) TOWER TEP No. 265240.941633 L� 000- ssPRFo NLs Analysis By: DRP 6/14/2024 Checked By: RAL 6/14/2024 Code Revisions: TIA-222-H IBC 2018 Tower Type: . 3 Sided Self-Support Wind Inputs: Wind Calculations: Ult.Wind Velocity: 128 mph Krt:I . 1.000 Section 2.6.6 Live Load Velocity: 60 mph Kd: 0.850 Ice Wind Velocity: 50 mph Kz-aeonnt: 1.340 Section 2.6.5.2 Base Ice Thickness:I 1.00 inches Kz-Antenna: 1.340 Section 2.6.5.2 Mount Centerline: 131.0 ft K1Z: 1.148 Section 2.6.10 Antenna Centerline: 131.0 ft Ice Thickness: 1.148 inches-Section 2.6.10 Exposure Category: C Kes-wind 0.95 —1 Annex S(Table S-1) Topo Category: 1 Kes-Ice:! ___0.85`_j Annex S(Table S-1) Risk Category: II Ground Elevation:; 19 --,1ft Ke: 0.999 Table 2-6 Without Ice-(psf) With Ice-(psf) (%Gh)Mount: 50.68 (gzGh)m..nt: 8.14 (gzGh)Antenna: 50.68 (gzGh)Antenna: 8.14 Seismic Code Revisions: TIA-222-H Seismic Risk Category: II Seismic Input Sps: ' 0.177 Design Short Period Spectral Accel. IP: 1.0 Importance Factor RP:; 2.0 Response Modification Factor p:! 1.0 AS: 1.0 �Applification Factor-TIA-222-H Section 2.7.8.1 Sl: 0.050' _ Spectral Acceleration at a Period of 1 Second Seismic Design Force TIA-H Sec 2.7.7.1.1 Cs: 0.089 kips/kip TIA-H Sec 2.7.7.1.1 Cs-min: 0.030 kips/kip Universal Force Generator-V1.12 Southold(10074795) .__TOWER VEERING TEP No. 265240.941633 PROFESSIONALS Analysis By: DRP 6/14/2024 Checked By: RAL 6/14/2024 Antenna Loads are Calculated in Accordance with TIA-222-H Azimuth is the absolute angle measured clockwise from RISA-3D global X-axis. Distance from start node of the member MFR Model Height(in) Width(in) Depth(in) Wt.(lbs) Azimuth* Qty Shape Member Label Location#1(ft,%) Location#2(ft,%) Location#3(ft,%) COMMSCOPE NNHH-65A-R4 55.10 _ 19.60 7.90 67.20 0.00 1 _ Flat MP-1B 1.S0 5.50 ERICSSON AIR 6419 B776 27.9S 15.75 6.68 66.20 0.00 1 Flat MP-2 4.50 6.50 ERICSSON AIR 6419.B77D -28.20 16.10 7.30 66.20 0.00 1 Flat MP-2 1.50 3.50 COMMSCOPE NNH4-65A-R6H4 59.00 19.61 7.76 82.30 0.00 1 Flat MP-3B 1.50 5.50 ERICSSON RRUS4415 B30 16.50 13.40 5:90 46.00 315.00 1 Flat RRU-1 2.00 ERICSSON RadioOA90 B5/812A 17.50 15.10 6.80 68.00 315.00 1 Flat RRU-1 2.00 ERICSSON RRUS 4478 B14 16.50 13.40 7.70 59.90 45.00 1 Flat RRU-2 2.00 ERICSSON 4490 B25/B66 17.50 15.20 6.90 68.00 45.00 1 Flat RRU-2 2.00 Universal Force Generator-V1.12 Southold(10074795) INNTOWER TEP No. 265240.941633 ENGINEERI k� PROFESSIONALS Analysis By: DRP 6/14/2024 Checked By: RAL 6/14/2024 Member Forces are Calculated in Accordance with TIA-222-H Member Name Wind Proj.(in) Length(in) Shape 9(-) Perimeter(in) FF1-BH1 2.375 156.00 Round 90.00 7.46 FF1-BH2 2.375 -156.00- Round 90.00, 7.46 FF1-BH3 2.375.. 156.00 Round 90.00 7.46 FF1-TH1 2.375 156.00 Round 90.00 7.46 FF1-TH2 2.375 156.00 Round 90.00 7.46 FF1-TH3 2.975 156.00 Round 90.00 7.46 FP-1 0.500 3.88 Flat 90.00 5.20 FP-2 0.506 188 Flat 90.00 5.20 FP-3 0.500 3.88 Flat 90.00 5.20 FP-4 0:500 9.88 Flat 90.00 5.20 MP-1B 2.375, 120.00 Round 7.46 MP-2 2.375 120.00 Round 7.46 MP-3B 2.375 120.00 Round 7.46 MP-4 2.375 120.00 Round 7.46 RRU-1 2.375 120.00 Round 7.46 RRU-2 2.375 120.00 Round 7.46 SA-1 2.375 86.56 Round -4.49 7.46 SF1-D1 0.750 56.27 Round 2.36 SF1-V1 0.750 36.00 Round 2.36 SFi-V2 0.750 36.00 Round 2.36 SF2-D1 0.750 56.27 Round 2.36 SF2-V1 0.750 96.00 Round 2.36 SF2-V2 0.750 36.00 Round 2.36 SF1-BH 2.375 51.06 Round 54.79 7.46 SF1-TH 2.375. 51.06 Round 54.79 7.46 SF2-BH' 2.375 51.06 Round -54:79 7.46 SF2-TH 2.375 51.06 Round -54.79 7.46 Universal Force Generator V1.12 s Southold (10074795) TOWER TEP No. 265240.941633 ENGINEERING NGNEERNG J PROFESSIONALS Analysis By: DRP 6/14/2024 Checked By: RAL 6/14/2024 Moment Bolt Group - Mount to Leg Connection Code Revisions: ANSI/TIA-222-H Bolt Type: Headed Bolts Connection Inputs: Capacities: Bolt Size: 0.625 in Single Bolt Capacity= 11.2% PASS #Bolts: 4 Plate Width: N/A in Bolt Capacity= 10.8% PASS J Plate Height: N/A in Bolt H Gap: 6.5 in Bolt V Gap: 2.0 in Plate T: N/A in Slip Member 0: N/A in Bolt Grade: _ A307 _ o Bolt Properties: Fybolr 36.0 ksi Fubolr 60.0 ksi r: 3.4 in J: 46.3 in /in Z Abolt: 0.3 in' Agross: 6.42 in Abolt,Net Tensile: 0.2 in' ANetTensile• 5.58 in Pretension: 9.5 kips Tn= 208.07 i Single Bolt Check Bolt Size: 1.000 Max Fx: 3.486 kip Bolt F,,: 120 ksi Max Fy: 1.224 kip Bo ItA,Net Tensile: 0.606 in MaxFz: 1.91 kip Vmax= 3.975 kips ORNV= 35.343 kips Tmax= 1.224 kips ORNT= 54.54 kips Mount Single Bolt Connection Check-V1.3 RECEIVED JUN 2 0 2024 ' Southold Town June 4,20241 Planning Board Matthew Huelbig Tower Engineering Professionals Jacobs Telecommunications Inc. 326 Tryon Road One Penn Plaza, 24th Floor, Suite No.2400 Raleigh, NC 27603 New York, NY 10119 (919)661-6351 (646)908-6550 Structuresa-tepgroup.net Subject: Structural Analysis Report Carrier Designation: AT&T Mobility Reconfiguration Carrier Site Number: 10074795 Carrier Site Name: Southold Client Designation: Site Number: 10074795 Site Name: WSNYJ0045449 i Engineering Firm Designation: TEP Project Number: 265240.941634 Site Data: 414 05 Route 25, Peconic, Suffolk County, NY 11968 Latitude 41°02'28,180", Longitude-720 27'31.60" 130#Foot-Self-Support Tower Dear Matthew Huelbig, Tower Engineering Professionals 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 thle tower stress level. Based on our analysis we have determined the stress level for the tower and foundation structure, under the following load case,to be: i LC1: Existing+ Proposed + Reserved Loading ! Sufficient Capacity Note:See Table 1 for the existing,proposed,and reserved loading Structure Capacity Foundation Capacity ------------- --------= — r 8-9.3% I 83.2% The analysis has been performed in accordance with the ANSI/TIA-222-H Structural Standard for steel Antenna Towers and Antenna Supporting Structures,the 2018 International Building Code,the 2020 Building Code of New York State and AT&T Mount Technical Directive—R22. All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances listed in Table 1 for the determined available structural capacity to be effective. We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional services to you and Jacobs Telecommunications Inc.. If you have any questions or need further assistance on this or any other projects, please give us a call. Structural analysis prepared by:AAL/LBW 01F NIF Respectfully submitted by: gr`Q� �.1. P 1 r0 lu r- cC Daniel P. Hamm, P.E. nt ���asi� � June 4,2024 1130 ft..Self-Support Tower Structural Analysis WSNYJ0045449(10074795) TEP Project'Number 265240.941634 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Existing, Proposed, and Reserved Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 2-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 3-Section Capacity(Summary) Table 4-Tower Component Stresses vs. Capacity Table 5-Dish Twist/Sway Results for 60 mph Service Wind Speed 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Additional Calculations June 4, 2024 130 ft Self-Support Tower Structural Analysis WSNYJ0045449(10074795) TEP Project Number 265240.941634 Page 3 I 1) INTRODUCTION The tower is a 130t Foot Self-Support Tower designed by FWT. The original design standard and wind speed were unavailable for review. All information provided to TEP was assumed to be accurate and complete. 2)ANALYSIS CRITERIA TIA-222 Revision: ANSI/TIA-222-H Type of Analysis: Comprehensive Risk Category: II Wind Speed: 128 mph (Ultimate) Exposure Category: C Topographic Category: 1 (Kzt= 1.0) Ice Thickness: 1.0 in Wind Speed with Ice: 50 mph Seismic Design Category: B Seismic Ss: 0.177 Seismic S1: 0.05 Service Wind Speed: 60 mph j Table 1 -Existing, Proposed,and Reserved Antenna and(Cable Information Existing/ Mount Ant Proposed/; Level � CL Qty Antenna Model Mount Qty Coax Coax ! Owner/ . Reserved (ft) ; (ft) Type Coax Size Location Tenant 139.0 1 1 16'-0"Omni Antenna (3)6' 3 1/2 AB Face Unknown 134.0 1 6'-0"Omni Antenna Standoffs 3 7/8 BC Face Existing 131.0 133.0 r3 2.0' 0 Dish 16 7/8 3 Commscope NNHH-65A-R4 131.0 2 Fiber CA Face AT&T Raycap DC6-48-60-18-8F Trunk 128.0 1 2.60 Dish 132.0 F-31 Ericsson AIR6419 B77Dl 3 Commscope NNH4-65A-R6H4 3 Ericsson RRUS 4415 B30 (3)Sector 3 Ericsson RRUS 4478 B14 Mounts Ericsson 1 Fiber Proposed 131.0 131.0 3 Trunk CA Face AT&T RRUS 4490 B51B12A ' 6 6AWG FF Ericsson ' RRUS 4890 B25IB66 F Raycap DC9-48-60-24-8C-EV 129.0 1 3 Ericsson A/R6419 B77G1 1 -6 FCommscope NNHH-65A-R4 3 Alcatel RRH4x25-WCS-4R To Be Nokia Airscale Dual RRH Removed 131.0 131.0 [ 4T4R BIV14 - 4 8AWG CA Face AT&T 3 Nokia Airscale B25 RRH4x30-4R F-31 Nokia Airscale 4T4R B5 t June 4, 2024 130 ft Self-Support Tower Structural Analysis WSNYJ0045449(10074795) TEP Project Number 265240.941634 Page 4 Existing/ ; Mount; Ant ' Mount I Qty Coax Coax Owner/ Proposed/; Level j CL Qty Antenna Model Reserved; (ft) (ft) Type i Coax, Size Location; TenantIll r 3-1 Ericsson 840590966 Ericsson AIR6449 B41 Existing 115.0 115.0 3 RFS APXVLL19P 43-C-A20 (3)Sector 3 1-5/8 AB Face T-Mobile 3 Ericsson 4449 B71+B55 Mounts Hybrid 3 _Ericsson 4460 1366/13125 110.0 4 20'-0"Omni Antenna (3)6' 2 7/8 BC Face Unknown 109.0 1 18'-0"Omni Antenna Standoffs 6 Antel BXA-70090/4CF Existing 100.0 3 Antel BXA-171090/8CF 12 7/8 BC Face Verizon 100.0 6 RFS FD9R6004/1 C-3L (3)Sector Mounts -, I GPS 5 7/8 BC Face Unknown 1 8'-0"Yagi Existing r93.0 93.0 r Empty Standoff - - - Junknown Existing 1 91.0 1 91.0 1 1 6'-0"Yagi Direct 1 1 7/8 1 AB Face Unknown (3)Sector 12 1-5/8 Existing 88.0 88.0 6 Kathrein 800 10504 Mounts 1 1-1/4 1 AB Face Unknown r 3 JMA MX08FRO665-21 3 Fujitsu TA08025-6605 (3)Sector Dish Existing 80.0 80.0 Mounts 1 1-1/4 BC Face Wireless 3 Fujitsu TA08025-B604 1 Raycap RDIDC-9181-PF-48 Existing 78.0 78.0 Empty Standoff r- - F Unknown Existing 1 72.0 1 72.0 1 Empty Standoff I - I - I - Junknown Existing 38.0 F 38.0 1 6'-0"Omni Antenna Standoff r IT 3/4 BC Face Unknown Notes: 1) Antennas are to be vertically stacked in the same position. 3)ANALYSIS PROCEDURE Table 2-Documents Provided Document Remarks Source Previous Structural GPD Group dated September 26,2018 Jacobs Analysis Project No. 2018720.46 Telecommunications Inc. Previous Structural Foresite Group,dated June 30,2022 Jacobs Analysis Job No. 1106.086 TelecommunicationsInc. Preliminary TEP Northeast, TEP Construction DrawingsF FA No. 10074795 AT&T Mobility, dated March 8, 2024 Jacobs RFDS RFDS ID: 5899244 Telecommunications Inc. June 4,2024 130 If Self-Support Tower Structural Analysis WSNYJ0045449(10074795) TEP Project Number 265240.941634 Page 5 3.1)Analysis Method i i tnxTower(version 8.2.4.3), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2)Analysis Assumptions 1) The tower and foundation were built and maintained in accordance with the manufacturer's specification. 2) The configuration of existing antennas, transmission cables, mounts and other appurtenances are as specified in the tower mapping report by TEP. 3) Unless specified by the client or tower mapping, the location of the existing and proposed coax is assumed by TEP and listed in Table 1. 4) All tower components are in sufficient condition to carry their full design capacity. 5) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is left to the carrier or tower owner to ensure conformance. 6) All antenna mounts and mounting hardware are structurally sufficient to carry the full design capacity requirements of appurtenance wind area and weight as provided by the original manufacturer specifications. It is the carrier's responsibility to ensure compliance to the structural limitations of the existing and/or proposed antenna mounts. TEP did not perform a site visit to verify the size, condition or capacity of the antenna mounts and did not analyze antennas supporting mounts as part of this structural analysis report. 7) Existing tower and foundation geometry,geotechnical information and existing loading are based solely on documents provided in table 2. TEP assumed that the information interpreted in these documents,from the original documents,was accurate and complete. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 3-Section Capacity(Summary) Section Elevation(ft) Component Type Size Critical P(lb) OPan,W;(Ib) % Pass/ No. Element, . i Capacity Fail T1 130-110 Leg 3 1 2 -32282.70 208847.09 15.5 Pass T2 110-90 Leg 3 1/2 32 -70069.80 1 246208.19 28.5 Pass 31.1 (b) T3 90-70 Leg 4 53 1 -116022.00 1 371284.19 31.2 Pass 50.6(b) T4 70-50 Leg 4 74 -161264.00 371284.19 43.4 Pass 1 71.9(b) T5 50-30 Leg 4 95 -199711.00 455947.78 43.8 Pass 89.3(b) T6 30-10 Leg 4 5/16 128 -239043.00 549887.06 43.5 Pass 59.0(b) T7 10-0 Leg 4 5/16 161 -256989.00 549887.06 46.7 Pass T1 130-110 Diagonal L2 1/2x2 1/2x1/4 10 -4008.36 31625.16 12.7 Pass 36.3(b) T2 110-90 Diagonal F_ L2 1/2x2 1/2x1/4 37 -5605.25 24174.78 23.2 Pass 50.9(b) T3 90-70 Diagonal L3x3x1/4 58 -7586.15 30560.67 24.8 Pass 52.3(b) T4 70-50 Diagonal L3x3xl/4 79 -7500.47 23802.03 3.1.5 Pass 52.1 (b) T5 50-30 Diagonal 1 21-2 1/2x2 1/2x1/4 102 -8694.47 44691.67 19.5 Pass June 4, 2024 130 ft Self-Support Tower Structural Analysis WSNYJ0045449(10074795) TEP Project Number 265240.941634 Page 6 Section ! Critical % Pass/ No. Elevation(ft); Component Type' Size Element P(lb) ®Pa��°W(lb) Capacity Fail - I--- - 53.1 (b) T6 30-10 Diagonal 21-2 1/2x2 1/2x1/4 135 -8811.09 36821.61 5323.9 5(b) Pass T7 10-0 1 Diagonal J 21-2 1/2x2 1/2x1/4 170 -9278.86 33509.91 27.7 Pass 53.4(b) T5 50-30 Horizontal L2 1/2x2 1/2x1/4 100 -3467.25 8859.92 39.1 Pass T6 30-10 1 Horizontal J L2 1/2x2 1/2x1/4 130 -4145.52 6660.88 62.2 Pass T7 10-0 Horizontal L2 1/2x2 1/2x1/4 163 -4456.74 5846.86 76.2 Pass T1 130-110 Top Girt L2x1 1/2x3/16 4 -859.12 11234.89 7.6 Pass 9.8(b) Summary Leg(T5) 89.3 Pass Diagonal(T6) 53.5 Pass Horizontal(W) 76.2 Pass -� Top Girt(T1) 9.8 Pass Bolt Checks 89.3 Pass RATING= 89.3 Pass Table 4-Tower Component Stresses vs. Capacity Notes ` Component Elevation(ft) %Capacity Pass/Fail 1,2 Anchor Rods 32.9 I Pass 1,2 Base Foundation Soil Interaction - 83.2 Pass 1,2 Base Foundation Structural - 22.7 Pass Structure Rating(max from all components)= 89.3% j Notes: 1) Rating per TIA-222-H,Section 15.5 2) See additional documentation in"Appendix B-Additional Calculations"for calculations supporting the%capacity listed. Table 5-Dish Twist/Sway Results for 60 mph Service Wind Speed Elevations Beam Deflection Dish Model (ft) Deflection(in) Tilt(deg) Twist(deg) 133.0 (3)2.0'0 Dish 1.401 0.0836 r 0.0064 128.0 2.5'0 Dish 1.366 0.0831 0.0064 4.1) Recommendations 1) If the load differs from that described in Table 1 of this report or the provisions of this analysis are found to be invalid, another structural analysis should be performed. 2) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. June 4,2024 130 ft Self-Support Tower Structural Analysis WSNYJ0045449(10074795) TEP Project Number 265240.941634 Page 7 I I i I I APPENDIX A TNX TOWER OUTPUT I i DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION 29'DI—Ir Pipe 131 RADIO 4460825/868 116 2.91Dia.x B'Pipe 131 Sector Mat ISM 40231 115 16-ttx2'Omni 131 AIR6449 B41 w/Mount Pipe 115 6-Xx24n0mtAMenm 131 XR6449 B41 w/Mount Pipe 115 ll +� 2A'Dlax64tPipe 131 AIR6449 B41 w/MaM Pipe 115 130.0tt 2A'Diax6-n Pipe 131 4003L840590966 TMO w/MaM Pipe 115 2A'Diax 6-n Pipe 131 (2)9XA-7009N4CFw/MaM Pipe 100 ' d NNHH-65A-R4 w/M—t Pipe 131 (2)BM-70090/4CF w/Mm t Pipe 100 j NNHH-65A-R4w/MaM Pipe 131 BxA-1710WSCF w/Mat P4. 100 NNHH-65A-R4 w/Mount Pipe 131 BXA-171090/BCFw/M. Ppe 100 NNH4-65A-R6H4 w/Mount Pipe 131 BXA-171OW82F w/MN Ppei 100 NNH435A-R6114 w/M-1 Pipe 131 (2)FD9R60041C3L 100 H NNH4.65A-R6H4w/Mount Pipe 131 (2)FD9R6DWI"L 100 AIR 6419 B77G w/Maul Pipe 131 (2)FD9R6004/1C3L 100 AIR6419B77Gw/MwMPipe 131 GPS-A 100 AIR 6419 B77G w/Mwt Pipe 131 &FTYagi 100 AIR 6419 B77D w/Mwrt Pipe 131 Sector Mount ISM 130&31 100 AIR 6419 B77D w/Mwnt Pipe 131 Pipe Mwnt[PM 601-31 100 // AIR 6419 B77D w/Molmt Pipe 131 (2)20'x 1.5-In a Owl 100 710.O X RRUS 4415 B30 131 (2)20'x 1.64n a 0-1 100 \ RRUS 4415 B30 131 18-Xx2'Omni 100 c� RRUS 4415 B30 131 (2)BNA-7009D14CFw/Maerd Pipe 100 \ RRUS 4478 B74 131 SNeArm Mwt IS0202-11 93 RRUS447OB14 131 &n wgi 91 \ RRUS 4478 B74 131 (2)80010504 w/Mwt Pipe 88 r 4490 B6/B12 131 (2)800 10504 w/Mount Pipe 88 C m 4490 BSGB12 131 Sect.Mount ISM 402-31 88 N / / 4490 85/B12 131 (2)Bw 10504 w/Mo.x Pipe 68 \ 4890 B25 666A 131 TA08025-B605 80 4890 B25866A 131 TA0802&8605 80 �IK 4890 B25866A 131 TA0802&B604 80 DC6-0B-60-188F 131 TA080265604 80 90.0tt flip DC6-0&60-18-BF 131 TA0802S8609 80 z IJ--'lI'll�l—In DC9186 248CEV 131 RDIOC-9181-PF-48 BO gXIliJ9�l�l�111�J��1 yp�li11��M11 Secta Mwnt ISM 50231 131 (2)24'Ole x&n Mad Pipe 80 2.0'Mh 131 (2)24'Dia x B-X Mmd Pipe 80 2-X HP Dish 131 (2)24'Ola x B-n MwM Pip, 80 2-n HP Dish 131 Sabre C10837002C32788(3) 80 4003 HP Dish 115 RaOSFRO665-21 w/Mat Poe 80 p � � 4003_840590966 TM0 w/Mat Pipe 715 MXOBFAO66&21 w/MaM Ppe BO 4003_840590966 TMO w/MaM Pipe 175 WMFRO665-21 w/Mount Pipe 80 APXVLLISP 43-C-M TMO w/M-11 Ppe 115 TA08024B605 80 APXVLLI9P 430A20 TMO w/Mwnt Pipe 115 Sector Mwnt ISM 502-11 78 APXVLLI9P 430A2QTM0 w/Mount Ppe 115 (4)24'D'a x&n Pipe 78 RADIO 4449 B71 B85A_T-MOBILE 115 (4)24'Mex&X Pipe 78 3 70.0 X RADI02 M B71 B85lLT-MOBILE 115 (4)24'Die x 8-X PIP` 78 RADI0440.9871 BBSA T-MOBILE 115 SldeArm Mwrt IS0202-11 72 -9 RADIO 4460 B25/1366 115 &nx 1.5'Dia Omt 38 r RADIO 4460 B251B66 115 Sid.Arm Mwnt ISO 701-11 38 f MATERIAL STRENGTH GRADE Fy Fu GRADE Fir Fu A572-50 5a000ps ssaoo pel ASS 36000 ps1 5=0 psi N e TOWER DESIGN NOTES z 1.Tower is located in Suffolk County,New York 2.Tower designed for Exposure C to the TIA-222-H Standard. 50.o It Tower Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. 4.Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6.Tower Risk Category If. ------\'.;�_.__ 7.Topographic Category 1 with Crest Height of 0' 8.TOWER RATING:89.3% ® ALL REACTIONS ARE FACTORED MAX CORNER REACTIONS AT BASE: DOWN.,266108Ib 30.0 X SHEAR:28793lb t e UPLIFT.--225454lb - SHEAR.'25249 1b R AXIAL h 93393Ib SHEAR MOMENT f02931b�817035lb-ft m -- - - - - - TORQUE 22211b-ft ' 50 mph WIND-1.0000In ICE 10.D X AXIAL 546331b c SHEAR MOMENT 4631016 36496551b-ft o.o n TORQUE 15623lb-ft r REACTIONS-128 mph WIND G a ei ej A a Tower Engineering Professionals,Inc. 10074795 WSNYJ0045449) 9 326 Tryon Road Mw:TEP No.265240.941634 Raleigh,NC 27603-5263 ""':Jacobs Telecommunications Inc Drewnny:�L app'a: T—er Engineering Professionals Phone:(919)661.6351 "1"TIA-222-H Date;06/04/24 scale.NTS FAX: 919 661.6350 PCB IM9 Nor-E-1 Page Job Page tnxTower Job 10074795(WSNYJ0045449) 1 of 28 tnxTower 10074795(WSNYJO045449) 2 of 28 Project Date Project Date Tower Engineering Tower Engineering _ Professionals,Inc TEP No.265240.941634 10:49:14 06/04/24 Professionals;Inc TEP No.265240.941634 10.49:14 06/04/24 326 Tryon Road 326 Tryon Road Raleigh,NC27603-5263 Client Designed by Raleigh,NC27603-5263 client Designed by Phone:(919)661-6351 Jacobs Telecommunications Inc. �� Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL FAX.-(919)661-6350 FAX. 19 661-6350 Tower Input Data Wind 160 The main tower is a 3x free standing tower with an overall height of 130'above the ground line.The base of the tower is set at an elevation of 0'above the ground line. The face width of the tower is 4'at the top and 17'at the base. tBO A This tower is designed using the TIA-222-H standard. wind 90 The following design criteria apply: '� �qo d Tower is located in Suffolk County,New York. Tower base elevation above sea level:187-29/32". Leg c 1 Z - Log e Basic wind speed of 128 mph. Risk Category H. Face c Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category:1. wins tuormal Crest Height:0'. Nominal ice thickness of 1.0000 in. Trlanaular rower Ice thickness is considered to increase with height Ice density of 56 pef. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50*F. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Tower Section Geometry Tower analysis based on target reliabilities in accordance with Annex S. Tower Tower Assembly Description Section Number section Load Modification Factors used:Kes(Fw)=0.95,K.(Q=0.85. section Elevation Database Width of Length Maximum demand-capacity ratio is:1.05. sections Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. F B fl T1 130'-110' 4' 1 20' 72__— ___-110'-90'--_ _ _ __—_ ___ _ _ __ __ 6,_ 1 __ _ 20' _ Options 1`3 90-70' 8' 1 20, -T4 70'-50 to, 1 20' ConsiderMomeate-Legs Assume Legs Pitoed 4 Calculate Redundant Bracing Forces TS 50'-30' 12' 1 20' Consider Moments-Horizontals J Assume Redundant Rigid Index Plate Ignore Reddant Members in FBA T6 30'-10' 14' 1 20' Consider Momenta-Diagonals J Use Clear Spans For Wind Area 4 SR Leg Bolts Resist Compression T7 101-V 16' 1 10, Use Moment Magnification -J Use Clear Spans For KlJr All Leg Panels Have Same Allowable J Use Code Stress Ratios Retension Guys To Initial Tension Offset Girt At Foundation J Use Code Safety Factors-Guys Bypass Mast Stability Checks 4 Consider Feed Line Torque Escalate Ice Use Az®uth Dish Coefficient. J Include Angle Block Shear Check Always Use Max Kz J Project Wind Area ofAppurt—ea Use TIA-222-H Bracing Resist Exemption Tower Section Geometry cont'd Use Special Wind Profde J Altcmative Appuit.EPA Calculation Use TIA-222-H Tension Splice Exemption J Include Bolts In Member Capacity Autocalc Torgac Arm Areas i Pales Leg Bolts Are At Top Of Section Add IBC.6DhW Combination Include Shmr-Torsion Interaction Tower Tower Diagonal Bracing 1/ Has Top Gin Bottom Girt J Secondary Hodwntd Braces Leg Sort Capacity Reports By Component Always Use Sel-Critical Flow Section Elevation Spacing Type KBrace Horevomis offset Offset Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets End SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Pole Without Linear Attachments R R Panels in in SR Members Are Concentric Ignore KLhy For 60 Deg.Angle Legs Pole With Shreud Or No Appurtenances Tl 130'-110' S' X Brace No No 0.0000 0.0000 Distribute Leg Loads As Uniform Use ASCE 10 X-Bmce Ly Rules Outside and inside Comm Radii An Known 72 110'-90, 6'8.1/32" X Brace No No 0.0000 0.0000 T3 90'-70' 6'8-1/32" XBrace No No 0.0100 0.0000 T4 70'-50' 6'8-1/32" XBrace No No 0.0000 0.0000 T5 50'-30' S' Double No Yes 0.0000 000.00 T6 30'-10' S' Double No Yea 0.0000 0.0000 T7 W-0' S' Double No Yes 0.0000 0.0000 b tnxTower Job 10074795(WSNYJ0045449) Page 3 of 28 tnxTower Jo 10074795(WSNYJ0045449) Page4 of 28 Project Data Project Date Tower Engineering Tower Engineering Professionals,lots TEP No.265240.941634 10:49:14 06/04/24 Professionals,Inc TEP No.265240.941634 10:49:14 06/04/24 3267Fyon Road 326Tryon Road Raleigh,NC27603-5263 Client Designed by Raleigh,NC27603-5263 Client Designed by Phone:(919)661-6351 Jacobs Telecommunications Inc. Phone:(919)661-6351 Jacobs Telecommunications Inc. AAA FAX., 19 661-6350 �� FAX.- 19 661-6350 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. WeightMuk. Double Angle Double Angle Double Angle Elevation Area Thickness At Factor Stitch Boll Stitch Bolt Stitch Bolt (perjace) A, Spacbng spacing Spacing Tower Section Geometrycont d Diagonals Horrzantals Bedundants R 1e in in in in T1130'-110' 0.00 02500 A36 1.03 1 1.05 Mid-Pt Mid-Pt Mid-Pt Tower Leg Leg Leg Diagonal Diagonal Diagonal (36000psi) Elevation Type Size Grade Type Site Grade T2110'-90' 0.00 02500 A36 1.03 1 1.05 Mid-Pt Mid-Pt Mid-Pt B (36000 pal) TI 130'-I10' Solid Round 3 A572-50 Equal Angle L2 12x2 12x1/4 A36 73 90'-70' 0.00 03750 A36 1.03 I 1.05 Mid-Pt Mid-pt Mid-Pt (50000 pa) (36000 psi) (36000 psi) T2 I10'A0' Solid Round 3 12 A572-50 Equal Angle 12 12x212x1/4 A36 T4 70'-50' 0.00 03750 A36 1.03 1 1.05 Mid-Pt Mid-Pt Mid-Pt (50000 psi) (36000 psi) (36000 psi) 7390'-70' Solid Round 4 A572-50 Equal Angle L3x3xl/4 A36 T550'-30' 0.00 03750 A36 1.03 I 1.05 Mid-pt Mid-Pt Mid-Pt (50000 psi) (36000 psi) (36000 psi) T470'-50' Solid Round 4 A572-50 Equal Angle L3x3xl/4 A36 T630'-1e' 0.00 0.3750 A36 1.03 I 1.05 Mid-Pt Mid-Pt Mid-Pt (50000 ps) (36000 psi) (36000 ps) T5 50'-30' Solid Round 4 A572-50 Double Equal 2L212x2 1l2xl/4 A36 17 MO' 0.00 03750 A36 1.03 1 1.05 Mid-Pt Mid-Pt Mid-Pt (50000 psi) Angle (36000 psi) (36000 psi) T630'-10' Solid Round 45/16 A572-50 Double Equal 2L212.212x1/4 A36 (50000 pst) Angle (36000 psi) T7101-0' Solid Round 45/I6 A572-50 Double Equal 2L212x21/2x1/4 A36 (50000 psi) Angle (36000 psi) Tower Section Geometry cont'd KFaUors' Tower Cal, Cale Legs X K Single Girt. Horiz. Sea Inner Tower Section Geometry cont'd Elevation K K Brace Brace Dings Horiz. Brace Single Solid Dings Dings Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Angles Rounds X X X X X X X B y P P y Elevation Type Size Grade Type Size Grade Y T1 I30'-110' Yes Yes 1 I 1 1 1 1 1 1 1 fl T1130'110' Smgl.Aaglc Mal 12x3/16 A36 Equal Angle A36 1 1 1 1 1 1 1 (36000 psi) (36000psi) T2110'AO' Yes Yes l I 1 1 1 1 1 I 1 1 1 1 1 1 1 73 90'-70' Yes Yes I I 1 1 1 I 1 1 1 1 1 1 1 1 1 T470'-50' Yes Yes 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 Tower Section Geomet cont'd T550'-30' Yes Yes I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 T630'-10' Yes Yes I 1 1 1 1 1 1 1 Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal I 1 1 I 1 I 1 Elevation of Type Size Grade Type Size Grade 7710'-W Yes Yes I I 1 1 1 1 1 1 M'd I 1 1 1 1 1 I JJ Giru Wote:Kjectors are applied to member segment lengths.K-braces without inner supporting members will have the Kfactor in the outof-plane direction applied to T550'-30' Now Single Angle A572-50 Equal Angle L212x212xl/4 A36 the overall length. (50000 psi) (36000 psi) T630'-10' Now Single Angle A572-50 Equal Angle L212x212xl/4 A36 (50000 pst) (36000 psi) T710'-0' Now Single Angle A572-50 Equal Angle L212x21/2xl/4 A36 (50000 psi) (36000 psi) Tower Section Geometry cont'd Tower Leg Diagonal Top Girt Bottom Girt Aid Girt LongXorizomal Short Horizontal Elevation F r Net Width U et Width U Net Width U Net U Net U Net U Net U Tower Section Geomet COnt d Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in is is in T1130'-110' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T2110'-90' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 - tnxTower Job Page 10074795(WSNYJ0045449) Page 5 of 28 tnxTower Job 10074795(WSNYJ0045449) 6 of 28 Project Date Project Date Tower Engineering Tower Engineering Professionals,Inc TEP No.265240.941634 10:49:14 06/04/24 Professionals,Inc. TEP No.265240.941634 10:49:14 06/04/24 326 Tryon Road 326 2yon Road - Raleigh,NC27603-5263 Client Designed by Raleigh,NC 27603-5263 Client Designed by Phmte.•(919)661-6351 Jacobs Telecommunications Inc. AAA Phone.•(919)661-6351 Jacobs Telecommunications Inc. AAA FAX. 19 661-6350 FAX. /9 661-6350 Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Tower Redundant Redundant Redundant Redundant Redundant Vertical Redundant Mp Redundmdlfp Elevation Elevation Horizontal Diagonal Sub-Diagonal Sub-Horizontal Diagonal f ft Net Width U Net Width U Net Wulth U Net U Net U Net U Net U Net Width U Net WuOh U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in is Deduct Deduct Deduct Deduct in in in is in in in in 73 90'-70' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75(2) 0.0000 0.75 0.0000 0.75(2) 0.0000 0.75(2) T4 70'-50' 0.0000 1 0.0000 035 0.0000 035 0.0000 0.75 OMOO 035 0.0000 0.75 0.0000 0.75 (2) TS 50'.30' 0.0000 1 0.0000 035 0.0000 035 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75(3) 0.0000 0.75 0.0000 0.75(3) 0.0000 0,75(3) T6 30'-10' 0.0000 1 0.0000 0.71 0.0000 0.75 0.0000 0.75 0.0000 1.75 0.0.0 015 (P.O. 0.71 (3) T7 IO'-0' 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 1 0.0000 0.75 0.0000 0.75(4) 0.0000 0.75 0.0000 0.75(4) 0.0000 0.75(4) (4) 77 10.0' 0.0000 0.75(1) 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 035 0.0000 0.75(1) 0.0000 0.75(1) l Tower Redundant Redundant Redundant Redundant Radandmit Vertical RedundantfTp Redundant Hp Elevation Horizontal Diagonal Sub-Diagonal Sub-Horizontal Diagonal R Net Width U Net width U Net Width U Net U Net U Net U Net U 0.0000 0.75(2)I 0.0000 (21 I I 10.0000 0.75(2)10.0000 0.75(2) Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T1 130-110' 0.0000 0.75(l) 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0,0000 0.75(1) 0.0000 0.75(1) 10.0000 0.75(3) 0.0000 0.75 I I I 10.0000 0.75(3)10.0000 0.75(3) 0.0000 0.75(2) 0.0000 0 75 0.0000 0.75(2) 0.0000 035(2) t3) (2) 0.0000 0.75(3) 0.0000 0.75 0.0000 0.75(3) 0.0000 0.75(3) (3) 10.0000 035(4)I 0.0000 a.75 I I I 10.0000 0.75(4)1 0.0000 0.75(4) 0.0000 035(4) 0.0000 0.75 0.0000 03S(4) 0.0000 0.75(4) (4) (4) T2110'-90' 0.0000 0.75(l) 0.0000 0.75 0.0000 0.75 0.0000 035 0.0000 035 0.0000 035(l) 0.0000 0.75(l) (I) 0.0000 035(2) 0.0000 0.75 0.0000 0.75(2) 0.0000 0.75(2) 0.0000 035(3) 0.0000 07 0.0000 0.75(3) 0.0000 0.75(3) Tower SectionGeomet cont'd (3) 0.0000 035(4) 0.0000 0.75 0.0000 0.75(4) 0.0000 0.75(4) T r Leg Leg Diagonal Top Gin Bottom Girt Mid Gin LongHorizonta/ShonHorizontal (4) Elevation Connection T3 90'-70' 0.0000 0.75(1) 0.0000 035 0.0000 0.75 0.0000 035 0.0000_035__ 0.00000.75(1) 0.0000 0.75_(I)__ _ R___7)pe___ (1) Bolt Size No. Boll Size No. Bolt Size No. Boll Size No. Bolt Size No. Bolt Size No. Boll Size No. 0.0000 035(2) 0.0000 0.75 0.0000 0.75(2) 0.0000 0.75(2) in in in is in in in (2) T1130'-110' Flange 0.7500 6 0.6250 1 0.6250 1 0.0000 0 0.6250 0 0.0000 0 0.6250 0 0.0000 0.75(3) 0.0000 0.75 0.0000 0.75(3) 0.0000 0.75(3) A325N A325N A325N A325N A325N A325N A325N (3) T2110'-90, Flange 0.7500 6 0.6250 1 0.6250 0 0.0000 0 0.6250 0 0.0000 0 0.6250 0 0.0000 0.75(4) 0.0000 0.75 0.0000 0.75(4) 0.0000 0.75(4) A325N A325N A325N A325N A325N A325N A325N (4) T3 90'-70' Flange 0.7500 6 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.0000 0 0.6250 0 T4 70'-50' 0.0000 0.75(1) 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75(1) 0.0000 0.75(1) A325N A325N A325N A325N A325N A325N A325N (1) T470'-50' Flange 0.7500 6 0.6250 I 0.0000 0 0.0000 0 0.6250 0 0.0000 0 0.6250 0 0.0000 0.75(2) 0.0000 0.75 0.0000 0.75(2) 0.0000 0.75(2) A325N A325N A325N A325N A325N A325N A325N (2) TS 50'-30' Flange 0.7500 6 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.6250 1 0.6250 0 0.0000 0.75(3) 0.0000 0.75 0.0000 0.75(3) 0.0000 0.75(3) A325N A325N A325N A325N A325N A325N A325N (3) T6 30'-10' Mango 1.0000 6 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.6250 1 0.6250 0 0.0000 0.75(4) 0.0000 0.75 0.0000 0.75(4) 0.0000 0.75(4) A325N A325N A325N A325N A325N A325N A325N (4) T710'-0' Flange 1.0000 0 0.6250 1 0.0000 0 0.0000 0 0.6250 0 0.6250 1 0.1250 0 T5 50'-30' 0.0000 0.75(1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75(l) 0.0000 0.75(I) A36 A37SN A325N A325N A325N A325N A325N (1) 0.0000 0.75(2) 0.0000 0.75 0.0000 0.75(2) 0.0000 0.75(2) (2) 0.0000 0.75(3) 0.0000 035 0.0000 0.75(3) O.o000 0.75(3) 0.0000 035(4) 0.0000 03 0.0000 0.75(4) 0.0000 0.75(4) Feed Line/Linear Appurtenances-Entered As Round Or Flat (4) T6 30'-10' 0.0000 0.75(1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75(1) 0.0000 0.75(l) (1) ttlxTower Job 10074795(WSNYJ0045449) Page 7 of 28 MxToweY Job 10074795(WSNYJ0045449) Page8 of 28 Project Date Project Date Tower Engineering Tower Engineering Professionals,Inc. TEP No.265240.941634 10:49:14 06/04/24 Professionals,Inc TEP No.265240.941634 10.49:14 06/04/24 326 Tryon Road 3262Yyon Road Raleigh,NC27603-5263 Client Designed by Raleigh,NC27603-5263 Client Designed by Phone:(919)661-635I Jacobs Telecommunications Inc. AAL Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL FAX.' 19 661-6350 1 1 FAX. 19 661-6350 Description Face Allow Erclade Component Placement Face Lateral # # Clear widthor Perimeter Weight Tower Tower Face AR Ar CAAA W, Weight or Shield From Type Offset Offset Per Spacing Diameter Section Elevation In Face OwFuce Leg Torque ft in (Free FB9 Row in in in plf R R' It, R' f12 lb Calculation 13 90'-70' A 0.000 0.000 65.290 0.000 305.60 B 0.000 0.000 88.099 0.000 471.40 Safety Line C No No At(CeAa) 130'-0' 0.0000 0 1 1 0.3750 03750 022 C 0.000 0.000 66.927 O.00D 315.60 3/9 T4 70'-50' A 0.000 0.000 65280 O.00D 305.60 Thin Flat C No No Af(CaAa) 130'-0' 0.0000 0 1 1 2.0000 2.0000 4.00 B 0.000 0.000 93.920 0.000 499.20 Climbing C 0.000 0.000 68.477 0.000 321.60 Ladder TS 50'-30' A 0.000 0.000 65.290 0.000 305.60 B 0.000 0.000 94.520 0.000 52320 Feed Lin. B No No Af(CaAa) 115'-0' -0.5000 -0.3 1 1 3.0000 3.0000 4.00 C 0.000 0.000 68.477 0.000 321.60 Ladder T6 30'-10' A 0.000 0.000 65.280 0.000 305.60 Feed Line B No No Af(CaAa) 130'-0' 0.0000 0 1 1 3.0000 3.0000 4.00 B 0.000 0.000 95.420 0.000 55920 Ladder C 0.000 O.ODO 68.477 0.000 321.60 Feed Line B No No Af(CaAa) 88'-0' 0.0000 02 -0'5 1 1 3.0000 3.0000 4.00 T7 10' A 0.000 OADO 32.640 0.000 152.80 Ladder B 0.000 O.ODO 47.710 0.000 279.60 Feed Line C No No Af(CaAa) 100'-0' 0.0000 0.3 1 1 3.0000 3.0000 4.00 C 0.000 O.ODO 34.238 0.000 160.80 Ladder Feed Line A No No M(CaAa) 130'-0' 0.0000 0 1 1 3.0000 MOOD 4.00 Ladder LDF5-50A(7/ A No No At(CaAa) 130'-0' 0.0000 0 16 B 0.5000 1.0900 0.33 Feed Line/Linear A urtenances Section Areas-With Ice 8) RFFf4SSM-0 A No No A,(CaAa) 130'-0' 0.0000 0.085 3 3 0.4000 0.4000 0.06 Tower Tower Face Ice As Ar CAAA CAAA Weight Ol-XXX(3/8) Section Elevation or Thir- In Face Out Face 6 AWG(1-12) A No No A,(CeAa) 130'-0' 0.0000 0.12 6 6 0.5000 1.5000 097 ft Leg in fF lit ft, ft, lb •+ TI 130'-110' A 0967 0.000 0.000 97.189 0.000 1116.08 LDFS-50A(7/ B No No At(CeAa) 91'-0' 0.0000 0 1 I 0.5000 1.0900 0.33 B O.ODO 0.000 36.358 0.000 382.73 8) C 0.000 0.000 37.409 0.000 332.53 LDF4-75A(1/ B No No Ar(CaAa) 130'-0' 0.0000 0.02 3 3 0.5000 0.6300 0.16 T2 110'-90, A 0950 0.000 0.000 96.783 0.000 1103.12 2) B 0.000 0.000 62.776 0.000 667.92 • C 0.ODO 0.000 71.128 0.000 750.86 15/8"Hybrid B No No At(CaAa) 115'-0' .0.5000 .0.3 3 3 0.5000 1.6250 0.75 T3 90'-70' A 0929 0.000 0.000 96.297 0.000 1087.67 •+ B 0'000 0.000 123.434 0.000 1520.56 LDF1-1OA(7/ C No No Ar(CaAa) 100'-0' 0.0000 0.3 19 15 D.5000 1.0900 0.33 C 0.000 0.000 112.998 0.000 1190.03 8) T4 70'-50' A 0.902 0.000 0.000 95.686 0.000 1068.36 3/4"Coar B No No At(CaAa) 38'-0' 0.00DO 0.03 1 1 0.5000 0.7500 3.00 B 0.000 0.000 128.553 0.000 1591.11 •• C 0.000 0.000 115.656 0.000 1198.92 LDF7-50A(1- B No No At(CaAa) 88'-0' 0.0000 025 12 6 0.5000 19800 0.82 T5 50'-30' A 0.867 0.000 0.000 94.856 0.000 1042.32 5/8) B 0.000 0.000 129.112 0.000 1578.51 LDFI-50A(1/ B No No At(CaAa) 88'-0' 0.0000 03 1 1 0.3450 0.3450 0.06 C 0.000 (1A. 1.4.636 0.000 116491 4) T6 30'-10' A 0.808 0.000 0.000 93.515 0.000 1000.72 B 0'000 0.000 129.553 0.000 1567.55 LDF6-50A(I- C No No Ar(CaAa) 80'-0' 0.0000 02 1 1 0.5000 15500 0.60 C 0.000 0.000 112.986 0.000 1110.70 1/4) T7 10'-0' A 0.704 0.000 0.000 45.553 0.000 463.73 LDF5-SOA(7/ C No No Ar(CaAa) 13W-0' 0.0000 0.1 3 3 05000 1.0900 0.33 B 0.000 0.000 62.491 0.000 724.91 g) C 0.000 0.000 55.008 0.000 507.79 Feed Line/Linear Appurtenances Section Areas Feed Line Center of Pressure Tower Tower Fax As AF CAAA CAAA Weight Section Elevation CPs Cp. CP,r Cp. Section Elevation In Face Out Face Ice Ice R B' ft, B° IF lb R in in in in Tl 130'-110' A 0.000 0.000 65.280 0.000 305.60 Tl 130'-110' -2.3895 -4.6080 -2.3152 -4.1088 B 0.000 O.ODO 18.718 0.000 120.85 T2 110'-901 -5.7968 -6.6182 -5.6752 -6.1491 C 0.000 0.000 13.957 0.000 10420 T3 90'-70' -4.1216 -4.1603 -4.0450 -3.8787 T2 110'-90' A 0.000 0.000 65.280 0.000 305.60 T4 70'-50' -4.3955 4.3688 4.4409 4.0127 B 0.000 0.000 33.639 0.000 214.93 T5 50'-30' -5.0263 -5.1125 -4.9648 -4.7457 C 0.000 O.ODO 39.667 0.000 206.90 T6 30'-IW -5.3534 -5.6574 -5,2737 -5.4375 _ WxTower Job 10074795(WSNYJ0045449) Palle Job Page 9 of 28 MxTower 10074795(WSNYJ0045449) 10 of 28 Project Date Project Date Tower Engineering TawerEngineering - Professionals,Inc TEP No.265240.941634 10:49:14 06/04/24 Professionals,Inc. TEP No.265240.941634 10:49:14 06/04/24 326 2tyon Road 326 Tryon Road Raleigh,NC 27603-5263 Client Designed by Raleigh,NC27603-5263 Client Designed by Phone:(919)661-6351 Jacobs Telecommunications Inc. AA!_ Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL FAX 19 661-6350 FAX.' 19 661-6350 Section Elevation CP,r Cp. CPr CPz T er FeedLlne Derenption Feed Line 11a K. Ice Iee Section Record No. Se ent Elev. No Ice Ice J! M in in in T3 21 LDF5-50A(7/8) 70.00-90.00 0.6000 0.6000 17 10'-0' -5.6986 -6.0265 -5.9368 -5.9815 T3 24 LDF7-50A(1-58) 70.00-MOD 0.6000 0.6000 T3 25 LDFI-SOA(1/4) 70.00.88.00 0.6000 0.6000 T3 27 LDF6-50A(1-1/4) 70.00.80.00 0.6000 0.6000 T3 28 LDF5-50A(7/8) 70.10-90.00 0.6000 0.6000 T4 2 Safety Line 3/850.00-X. 0.60DO 0.6000 T4 3 Thin Flat Climbing Ladder 50.00-70.00 0.6000 0.6000 T4 5 Feed Line ladder 50.00-70.00 0.6000 0.6000 Shielding Factor Ka T4 6 Feed Line Ladder S0.DD-70.00 0.6000 0.6000 T4 7 Feed Line Ladder 50.00-70.00 0.6000 0.6000 Tox r FeedGne Description Feed Line K. K. T4 8 Feed Lme Ladder 50.00.70.00 0.60M 0.6000 Section Record No. S entinev. Na ice Ice T4 9 Feed Line Ladder 50.00.70.00 0.60DO 0.6000 Tl 2 Safety Line 3B 110.00- 0.6000 ee, T4 11 LDF5-50A(7/8) 50.00-70.00 0.6D00 0.6000 130.00 T4 12 RFFT48SM-001-XXX(3/8) 50.00-70.00 0.6000 0.6000 Tl 3 Thin Flat Climbing ladder 1130.00 0.6000 0,6000 T4 13 6AWG(1-12) 50.00-70.01 0.6000 0.6000 130.00 T4 15 LDF5-50A(7/8) 50.00-70.00 0.6000 0.6000 Tl 5 Feed Lme ladder 113000 0.6000 0.6000 T4 17 LDF4-75A(12) 50.00-70.00 OAD00 0.60DO 15.00 T4 19 15B^Hybrid 50.00-70.00 0.6D00 0.60DO 1 Tl 6 Fad Lmc Ladder 1115.0 0.6000 0.6000 T4 21 LDF5-50A(7/8) 50.00-70.00 0.6D00 0.6000 130.00 T4 24 LDF7-50A(l-5B) 50.00-70.00 0.6D00 0.6000 Tl 9 Feed Line Ladder 1100 0.6000 0.6000 T4 25 LDFI-SOA(1/4) 50.00-70.00 0.6000 0.60DO 30.00 T4 27 LDF6-50A(1-1/4) 50.00-70.00 0.6000 0.60DO 1 Tl Il LDF5-SOA 7!8 1100 0.6000 0.6000 T4 28 LDF5-50A(7/8) 50.00-70.00 0.6000 0.6000 ( ) TS 2 Safety Line 318 30.00-50.00 0.6000 0.6000 Tl 12 RFFF-0SSM-001-7tJOC(3B) 1113000 00 0.6000 0.6000 T5 3 Thin Flat Climbing Ladder 30.00-50.00 0.6000 0.6000 TS 5 Feed Line Ladder 30.00-50.00 0.6000 0.6000 130.00 TS 6 Feed Line Ladder 30.00-50.00 0.6000 0.6000 TI 13 6AWG(1-12) 110.00- 0.6000 0.6000 T5 7 Feed Line Ladder 30.00-50.00 0.6000 0.6000 130.00 T5 8 Feed Li. ladder 30.00.50.00 0.6000 0.6000 TI 17 LDF4-75A(1/2) I10.00- 0.6000 0.6000 T5 -9 - Feed Lis:Ladd. 30.00-50.00 0.6000 - 0.6000 130.00 T5 11 LDF5-50A(7/8) 30.00-50.00 0.6000 0,6000 TI 19 15/8'Hybrid 110.00. 0.6000 0.6000 T5 12 RFFr-08SM-001-XXX(3B) 30.00.50.00 0.6000 0.6000 115.00 T5 13 6AWG(1-12) 30.00.50.00 0.6000 0.6000 TI 28 LDF5-50A(7/8) Il0.00- 0.6000 0.6000 T5 15 LDF5-50A(7/8) 30.00-50.00 0.6000 0.6D00 130.00 TS 17 LDF4-75A(1/2) 30.00.50.00 0.6000 0.6000 T2 2 Safety Line 3/890.00-110.00 0.6000 0.6000 T5 19 15/8'Hybrid 30.00.50.00 0.6000 0.6000 T2 3 Thor Flat Climbing Ladd.90.00-110,00 0.6000 0.6WO T5 21_ _LDF5-50A(7/8)_30.00-50.00_ 0.6000 __0_6_000 T2 5 Fad Lnc Ladd.90,00-110.00 0.6000 0.6000 -- ----- ----- -- T5 22 3/4"Coax 30.00-38.00 0.6000 0.6000 T2 6 Feed line Ladd.90.00-110.00 0.6000 0.6000 T5 24 LDF7-50A(1-58) 30.00.50.00 0.6000 0.6000 T2 8 Feed line Ladd.90.00-100.00 0.6000 0.6000 T5 25 LDFI-SOA(1/4) 30.00.50.00 0.6000 0.6000 T2 9 Feed Line Ladd.90.00-110.00 0.6000 0.6000 T5 27 LDF6-50A(I-1/4) 30.00-50.00 0.6000 0.6000 T2 I LDF5-50A(7/8)90.00-110.00 0.6000 0.6000 TS 28 LDF5-50A(7/8) 30.00-50.00 0.60DO 0.6000 T2 12 RFFT-48SM-001.XXX(3/8)90.00-110.00 0.6000 0.6000 3/8 T2 13 6AWG(I-12)90.00-110.00 0.6000 0.6000 T6 2 Safety Ladder 10.00-30.00 0.60DO 0.6000 72 1 5 LDF5-50A(7/8) 90.00-91.00 0.6000 1.6000 T6 3 Thin Flat Climbing Ladd. 10.00-30.00 0.60DO 0.6000 T6 5 Feed Line Ladd. 10.00-30.00 0.60D 0.6000 T2 17 LDF475A(12)90.00-110.00 0.6000 0.6000 T6 6 Feed Line Ladd. 10.00-30.00 0.600O 0.6000 T2 19 1518-Hybrid 90.00-110.00 0.6000 0.6000 T6 7 Feed Line Ladd. 10.00-30.00 0.6000 0.6000 T2 21 LDF5-50A(7/8)90.00-100.00 0.6000 0.6000 T6 8 Feed Line Ladd. 10.00-30.00 0.6000 0.6000 T2 28 LDF5-50A(7B)90.00-110.00 0.6000 0.6000 T6 9 Feed Line Ladd. 10.00-30.00 0.60DO 0.6000 T3 2 Safety Line 318 70.00-90.00 0.6010 0.6000 T6 Il LDF5-SOA(7/8) 10.00.30.00 0.60DO 0.6000 T3 3 This Flat Climbing Ladder 70.00-90.00 0.6000 0.6000 T6 12 RFFT48SM-0Ol-XXX(3/8) 10.00-30.00 0.6000 0.6000 T3 5 Feed Line ladder 70.00-90.00 0.6000 0.6000 T6 13 6AWG(I-12) 10.00-30.00 0.60M 0.6000 T3 6 Feed Line Udder 70,00-90.00 0.6000 0.6000 T6 15 LDF5-50A(7/8) 10.00-30.00 0.60DO 0.6000 13 7 Feed Line Ladder 70.00-88,00 0.6000 0.6000 T6 17 LDF4-75A(12) MOD-30.00 0.60DO 0.60DO T3 8 Feed LieLadder 70.00-90.00 0'6000 0.60DO T6 19 15/8'Hybrid 10.00-30.00 0.60DO 0.60DO T3 9 Feed Line Ladder 70.0040.00 0.6000 0.6000 T6 21 LDF5-50A(7/8) 10.00.30.00 0.60DO 0.60M 13 11 LDF5-50A(7/8) 70.00-90.00 0.6000 0.6000 T3 12 RFFT-08SM-001-XXX(3B) 70.00-90.00 0.6000 0.6000 T6 22 0A(Goers 10.00-30.00 0.6000 0.6000 T3 13 6AWG(l-1/2) 70.00-90.00 (11011 0.6010 T6 24 LLDF1;0(3/4"I-SB) I0.00-30.00 0.6000 0.6000 13 IS LDF5-SOA(7/8) 70.00-90.00 0.6000 0.6000 T6 25 LDFI-SOA(1/4) 10.00-30.00 0.6000 0.6000 T3 17 LDF4-75A(12) 70.00-90.00 0.6000 0.6000 T6 27 LLDF5 A(l-1/4) (0.00-30.00 0.6000 0.6000 T3 19 15/8-Hybrid 70.00-90.00 0.6000 0.6000 T6 28 LDF5-SOA(7/B) t0.00-30.00 0.6000 0.60D0 T7 2 Safety Line 3B 0.00-10.00 0.6000 0.6000 tnxTower Job 10074795(WSNYJ0045449) Page 11 of 28 tnxTower Job 10074795(WSNYJ0045449) Page12 of 28 Tow Project Data Tower Engineering Project Date Professionals,neering Inc. TEP No.265240.941634 10:49:14 06/04/24 Projessiaaafs,Inc TEP No.265240.941634 10:49:14 06/04/24 3267Yyon Road 3267Syon Road Raleigh,NC 27603-5263 Client Designed by Raleigh,NC27603-5263 Client Designed by Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL FAX. 19 661-6350 1FAX.• 19 661-6350 Tower Feed Lt. Des-pno. Feed Line K. K. Despfion Face Offset Offsets: Azimuth Plaaemem CAA C,afs Weight Section Record No. SegmentElev. No ice Ice or type Hors Adjustment F-at Side 77 3 Thin Flat Climbing Ladder 0.00-10.00 0.6000 0.6000 Leg Lateral T7 5 Feed Lin Ladder 0.00-10.00 0.6000 0.6000 Pert T7 6 Feed Lin:Ladder 0.00-10.00 0.6000 0.6000 T7 7 Feed Line ladder 0.00-]0.00 0.6000 0.1. j> T7 8 Feed Lme Ladder 0.00-10.00 0.6000 0.6000 R T7 9 Feed Line Ladder 0.00-10.00 0.6000 0.6000 0' 1"Ic. 10.29 6.97 254.17 T7 11 LDFS-50A(7/8) 0.00-10.00 0.6000 0.6000 NNHH65A-R4 w/Meant C From Leg 4.00 0.0000 131' No Ice 934 5.51 10421 T7 12 RFFT-48SM-001-XXX(3/8) 0.00-10.00 0.6000 0.6000 pipe 0' 12"Ice 9.92 627 175.62 T7 13 6 AWG(1-12) 0.00-10.00 0.6000 0.6000 0' I"Ice 10.29 6.97 254.17 T7 15 LDF5-50A(7/8) 0.00-10.00 0.6000 0.6000 NNH4.65A-R6H4 w/Montt A Fmm Leg 4.00 0.0000 131' No Ice 10.08 5.96 94.70 T7 17 LDF4-75A(12) 0.00-10.00 0.6000 0.6000, pip. 0' 1/2"Ice 10.59 6.84 170.76 T7 19 15/8"Hybrid 0.00-10.00 0.6000 0.6000 0' I"Ice 11.09 7.58 254.30 T7 21 LDF5-50A(7/8) 0.00-10.00 0.6000 0.6000 NNH4-65A-R6H4 w/Meant B From Leg 4.00 0.0000 131' No Ice 10.08 5.96 94.70 T7 22 3/4"Coax 0.00-10.00 0.600D 0.6000 Pipe 0' 12"Ice 10.59 6.84 170.76 T7 24 LDF7-50A(1-58) 0.00-10.00 0.6000 0.6000 0' 1"Ice 11.09 7.58 254.30 T7 25 LDFI-50A(1/4) 0.00-10.00 0.6000 0.6000 NNH465A-R6H4 w/Mount C From Leg 4.00 0.0000 131' No Ice 10.08 5.96 94.70 T7 27 LDF6-50A(I-1/4) 0.00-10.00 0.6000 0.6000 Pipe 0' 12"Ice 10.59 6.94 170.76 T7 28 LDFS-50A 7/B 0.00-10.001 0.60001 0.6000 0' 1"1ce 11.09 7.58 254.30 AHt 6419 B77Gw/Mount A Fmm Leg 4.00 0.0000 131' No Ice 3.87 2.32 7&35 Pipe 0' 1/2"Ice 4.18 2.72 112.67 1' 1"1. 4.50 3.13 151.59 AIR 6419 B77G w/Mowt B From Leg 4.00 0.0000 131' No Ice 3.87 2.32 79.35 Pipe 0' 12"Ice 4.16 2.72 112.67 -2' 1"Ice 450 3.13 .51.59 AIR 6419 B77G w/Mount C From Leg 4.00 0.0000 131' No Ice 3.87 2.32 78.35 Discrete Tower Loads Pipe 0' 12"Toe 4.18 2.72 112.67 -2' 1"Ice 4.50 3.13 151.59 Description Face Offset Offseir: Azimuth Placement Cyfs Cyfs Weight AIR6419B7713w/Mont A From Leg 4.00 0.0000 131' No Ice 3.99 2.48 78.43 Type Hors Adjustment Front Side Pipe 0' 12"Ice 430 2.98 114.31 Leg Lateral 1' 1"Ice 4.62 3.30 154.87 AIR 6419 B77D w/Mount B From Leg 4.00 0.0000 131' No Ice 3.99 2.48 78.43 Pert jt jF fit lb Pipe 0' 12"Ice 430 2.88 11431 ft 1' 1"Ice 4.62 3.30 154.87 ft R AIR 6419 B77D w/Mount C From Leg 4.00 0.0000 131' No Ice 3.99 2.48 78.43 �� Pipe 0' 12"Ice 430 2.88 114.31 154.87 2.9"Diu.x 8'Pipe A Froml.eg 0.50 0.0000 131' No Ice 232 2.32 46.40 1' 1"Ice 1'84 3.30 47.40 0' 12"Ice 3.15 3.15 63.40 RRUS 4415 B30 A From Leg 4.00 0.0000 131' No Ice 1.84 0.82 47.40 0' 12"ke 2.01 0.94 61.47 6 1"Ice 3.63 3.63 85.74 0' t"Ice 2.19 1.07 79.06 2.9"Diu.x 8'Pip. B From Leg 0.50 0.0000 131' No Ice 2.32 232 46.40 RRUS 4415 B30 B From Leg 4.00 0.0000 131' No Ice 1'94 0.82 47.40 0 112"Ice 3.15 3.15 63.40 0' 12"Ice 2.01 0.94 61.47 6' I'll, 3.63 3.63 85.74 0' 1"Ice 2.19 1.07 78.06 16-ftx2"Omni B From Leg 1.00 0.0000 131' No ice 320 3.20 20.00 RRUS 4415 B30 C From Leg 4.00 0.0000 131' No Ice 1.94 0.82 47AO 0' 12"Ice 4.83 4.83 44.66 0' 12"Ice 2.01 0.94 61.47 8' P Ice 6.47 6.47 79.46 0' I"Ice 2.19 1.07 78.06 6-ftx 2-in Omni Antenna A From Leg 1.00 0.0000 131' No Ice 120 120 16.32 RRUS 4478 B14 A From Leg 4.00 0.0000 131' No Ice 1.94 1.06 59.90 0' 12"Ice 1.80 1.80 25.66 0' 12"Ice 2.01 120 75.78 3' VIce 2AD 2.40 35.00 0' I"Ice 2.19 1.34 94.29 2A"Di.x 6-11 Pipe A Fmm Leg 0.50 0.0000 131' No Ice IA3 IA3 21.96 RRUS 4478 B14 B From Leg 4.00 0.0000 131' No Ice 1.84 1.06 59.90 0' 1W Ice 1.93 1'93 32.81 0' 12"Ice 2.01 120 75.78 0' PIce 2.30 230 47.71 0' 1"Ice 2.19 1.34 94.292.4"Dia x 6-ft Pipe B From Leg 0.50 0.00D0 131' No Ice 1.43 1.43 21.96 RRUS 4478 B14 C Fmm Leg 4.00 0.0000 131' No Ice 1.84 1.06 59.90 0' 12"Ice 1.93 1.93 32.81 0' 12"ice 2.01 1.20 75.78 0' I"Ice 2.30 2.30 47.71 0' P Ice 2.19 1.34 94.29 2.4"Diu x 6-ft Pipe C From Leg 0.50 0.0000 131' No Ice 1.43 lA3 21.96 4490 B5/B12 A From Leg 4.00 0.0000 131' No Ice 220 0.85 20.83 0' 12"Ice 1.93 1.93 32.91 0' 12"Ice 2.39 1.91 37.86 0' I"Icc 2.30 230 47.71 0' 1"Ice 2.58 1.1I 57.63 NNHH65A-R4 w/Meant A From Leg 4.00 0.0000 131' No Ice 934 5.51 10421 4490B5/B12 B From Leg 4.00 0.0000 131' No Ice 220 0.95 20.83 Pipe 0' 12"Ice 9.82 6.27 175.62 0' la"Ice 2.39 0.98 37.86 0' I"Ice 10.29 6.97 254.17 0' P Ice 258 1.11 57.63 NNHH65A-R4 w/Mount B From Leg 4.00 0.00D0 131' No Ice 9.34 5.51 10421 4490 B5/B12 C From Leg 4.00 0.0000 131' No Ice 220 0.85 20.83 Pipe 0' 12"ice 9.82 6.27 175.62 0' 12"Ice, 239 0.98 37.86 MxTower Job Page Job Page 10074795(wSNYJ0045449) 13 of 28 tltxTower 10074795(wSNYJ0045449) 14 of 28 Project Date Project Date Tower Engineering Tower Engineering - Professionals,Inc TEP No.265240.941634 10:49:14 06/04/24 Professionals,Ine. TEP No.265240.941634 10:49:14 06/04/24 326 Tryon Road 326 Dyon Road Raleigh,NC27603-5263 Client Designed by Raleigh,NC2 7603-52 63 Client Designed by Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL FAX.-(919)661-6350 FAX.- 19 661-6350 Description Face Offset Offsets: Azimuth Placement CA Cy14 Weight Descrtption Face Offset Offsets: Azimuth Placement CA C,att Weight or Type Horz Adjustment Front Side or Type Horz Adjustment Front Side Leg Lateral Leg Lateral Vert V t fi ft jt' jt' lb ft ft fF jY lb n ft R R 0' Vice 258 1.11 57.63 B85A_T.MOBILE 0' 1/2"Ice 2.15 1.75 92.97 4890 B25 B66A A From Leg 4.00 0.0000 131' No lee 2.20 1.01 68.36 0' I"Ice 233 1.92 115.64 0 In"Ice 239 1.15 85.56 RADIO 4460 B251366 A From Leg 4.00 0.0000 115' No Ice 256 1.98 109.00 0' I"ke 2.58 130 105.52 0' 12"ke 2.76 2.16 134.38 4890 B25 B66A B From Leg 4.00 0.0000 131' No lee 2.20 1.01 68.36 0' 1"Ice 2.97 2.34 163.03 0' la"Ice 2.39 1.15 85.56 RADIO 4460 B25B66 B From Leg 4.00 0.0000 115' No Ice 256 1.98 109.00 0' 1"Ice 2.58 130 105.52 0' 12"Ice 2.76 2.16 134.38 4890 B75 B66A C From Leg 4.00 0.00M 131' No Ice 220 1.01 68.36 0' 1"Ice 2.97 2.34 163.03 0' 12"Ice 2.39 1.15 85.56 RADIO 4460 B25B66 C From Leg 4.00 0.0000 115, No Ice 256 1.98 109.00 0' 1"Ice 2.58 130 105.52 0' 1/2"Ice 2.76 2.16 13438 DC64MO-18-BF A From Leg 4.00 0.0000 131' No Ice 2.90 2'90 32.80 0' 1"Ice 2.97 2.34 163.03 0' 12"Ice 3.13 3'13 60.76 Sector Mount[SM 402-3] C None 0.0000 115' No Ice 18.87 18.87 850.68 0' 1"Ice 337 337 92.36 1/2"Ice 26.47 26.47 1210.14 DC648-60-18-8F B From Leg 4.00 0.0000 131' No Ice 2.90 2.90 32.80 1"Ice 33.99 33.99 1696.08 0' 12"Ice 3.13 3.13 60.76 0' 1"Ice 337 337 92.36 (2)20'x 1.5-in a Omni A Fmm Leg 4.00 0.0000 100, No ice 3.00 3.00 20.00 DC948fi0-24-BC-EV C From Leg 4.00 0.0000 131' No Ice 2.74 4.78 26.20 0' 12"ice 5.02 5.02 44.59 0' 12"lee 2.96 5.06 63.27 10, 1"Ice 7.06 7.06 81.71 0' 1"Ice 320 535 104A2 (2)20'x 1.54n a Omni B From Leg 4.00 0.0000 100, No Ice 3.00 3.00 20.00 SectorMouat[SM502-3] C None 0.0000 131' No Ice 29.82 29.82 1673.10 0' 1/2"Ice 5.02 5.02 44.59 la"Ice 42.21 42.21 2266.26 10, 1"Ice 7.06 7.06 81.71 1"ke 54.43 54.43 3051.51 I8-ftx2"Omni C From Leg 4.00 0moo 100, No Ice 3.60 3.60 20.00 •• 0' 12"Ice 5.42 5.42 47.72 AIR6449 B41 w/Mount Pipe A From Leg 4.00 0.0000 115' No Ice 5.89 3.28 117.72 9' 1"Ice 725 725 75.44 0' l2"Ice 626 3.74 - -166.88 - (2)BXA-70090/4CF w/ A From Leg 4.00 0.0000 100, No Ice 4.05 422 33.90 0' 1"Ice 6.63 422 22150 Mount Pipe 0' 12"Iac 453 5.02 74.74 AIR6449 B41 w/Mount Pipe B From Leg 4.00 0.0000 115' No Ice 5.89 328 117.72 0' 1"Ice 4.96 5.70 121.42 0' 12"Ice 626 3.74 166.88 (2)BXA-70090/4CF w/ B From Leg 4.00 0.0000 100, No Iee 4.05 422 33.90 0' 1"Ice 6.63 4.22 221.50 Mount Pipe 0' 1/2"Ice 453 5.02 74.74 AIR6449 B41 w/Mount Pipe C From L.eg 4.00 0.0000 115' No Ice 5.89 328 117.72 0' 1"Ice 4.96 5.70 121.42 0' 12"Ice 626 3.74 166.88 (2)BXA-70090/4CF w/ C From Leg 4.00 0.0000 100, No Ice 4.05 422 33.90 0' 1"Ice 6.63_ 4.22 2215 0' 1/2" 453 5.02 4 0 Momd Pip. _______ _ -___- -___-__-_ Ice _ _ -_7 _ 4003_840590966_TMO w/ A From Leg 4.00 0.0000 115- No Ice 10.18 4.20 168.68 0' 1"Ice 4.96 5.70 121.1.42 Mount Pipe 0' 12"Ice 10'72 4.67 28925 BXA-171090/8CF w/Mount A From Leg 4.00 0.0000 100, No Ice 3.16 3.33 29.31 0' 1.Tee 11.27 5.15 424.11 Pipe 0' 12"Tcc 353 3.94 61.30 4003 840590966 TMO w/ B From Leg 4.00 0.0000 115' No ice 10.18 4.20 168.68 0' 1"Ice 3.90 4.56 98.76 Mount Pipe 0' 12"Ice 10.72 4.67 28925 BXA-171090/8CF w/Mount B From Leg 4.00 0.0000 100, No Ice 3.16 3.33 29.31 0' 1"Ice 11.27 5.15 424.11 Pipe 0' 12"Ica 3.53 3.94 61.30 4003_840590966_TMO w/ C From Leg 4.00 0.0000 115' No Ice 10.18 4.20 168.68 0' 1"Ice 3.90 4.56 98.76 Mount Pipe 0' 12°Ice 10.72 4.67 28925 BXA-171090/8CF w/Mount C Fmm Leg 4.00 0.0000 100, No Ice 3.16 3.33 29.31 0' 1"Ice 11.27 5.15 424.11 Pipe 0' 1/2"Ice 353 3.94 61.30 APXVLL19P 43-C,A20 TM A From Leg 4.00 0.0000 115' No lee 8.49 5.89 75.10 0' 1"Ice 3.90 4.56 98.76 O w/Mount Pipe 0' 12"Tee 9.07 7.11 138.16 (2)FD9R6004/1C-3L A From Leg 4.00 0.0000 100' No Ice 031 0.08 2.60 0' 1"ice 9'62 8.09 209.31 0' 1/2"Ice 039 0.12 4.90 APXVLLI9P 43-C-A20_TM B From Leg 4.00 0.0000 HSI No[cc 8A9 5.99 75.10 0' I"Ice 0.47 0.17 829 O w/Mount Pipe 0' 12"Ice 9.07 7.11 138.16 (2)F139R6004/1C-31. B From Leg 4.00 0.0000 100, No Ice 031 0.08 2.60 0' 1"1. 9.62 8.09 20931 0' 12"Ice 039 0.12 4.90 APXVLL19P 43-C_A20 TM C From Leg 4.00 0.0000 115' No lee 9.49 5.89 75.10 0' 1"Ice 0.47 0.17 829 O w/Mount Pip. 0' 12"Ice 9.07 7.11 138.16 (2)FD9R6004/1G3L C From Leg 4.00 0.0000 100, No Ice 031 0.08 2.60 0' 1"Ice 9.62 8.09 20931 0' 12"Ica 0.39 0.12 4.90 RADIO 4449 B71 A From Leg 4.00 0.0000 115, No Ice 1.97 1.59 73.21 0' 1"I.. 0.47 0.17 829 B85A T-MOBILE V 12"Iee 2.15 1.75 92.97 OPS_A C Fmm Leg 4.00 0.0000 100, No Ice 0.11 0.11 0.87 0' I"Ice 2.33 1.92 115.64 0' 12"Ice 021 021 3.85 RADIO 4449 B71 B From Leg 4.00 0.0000 115' No Ice 197 1.59 73.21 0' 1"Ice 028 0.28 7.85 B85A T-MOBILE 0' 12"Ice 2.15 1.75 92.97 8-FT Yogi C Fmm Leg 4.00 0.0000 100, No Ice 320 0.13 17.80 0' I"Ice 2.33 1.92 115.64 0' 12"Ice 3.76 0.18 46.61 RADIO 4449 B71 C From Leg 4.00 0.0000 115' No Ice 1.97 1.59 73.21 0' 1"Ice 433 0.24 82.36 tnxTower Jab 10074795(WSNYJ0045449) Page 15 of 28 tnxTower Job 10074795(WSNYJ0045449) Page16 of 28 Tow n Project Date Taw Engineering Project Date Professionals,Inc. TEP No.265240.941634 10:49:14 06/04/24 Professionals,Ic TEP No.265240.941634 10:49:14 06/04/24 326 Dyon Road 326 DYyan Road Raleigh,NC27603-5263 Client Designed by Raleigh,NC27603-5263 Client Designed by Phone:(919)661-6351 Jacobs Telecommunications Inc. AAA Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL. FAX. 19 661-6350 L. FAX, 19 661-6350 Description Face Offset Offsets: Azimuth Placement CAA CeAA Weight Description Pace Offset Offsets: Azimuth PlacemeN CAAa CAAA Weight Type Horz Adjustment Front Side or type Horz Adfwment Front Side Leg lateral Leg lateral Pert Vert ft ft Jt' IF lb ft It )v Jv Ib F F ft R Sector Mount[SM 1305-3] C None 0.0000 100, No Ice 31.68 31.68 1251.00 W Vice 2.66 1.61 62.79 12"Ice 41.02 41.02 1939.60 (2)2.4"Dia x 8-ft Mount Pipe A From Leg 3.00 0.0000 80' No Ice 1.90 190 29.28 1"Ice 50.37 50.37 2794.74 0' 1/2"Ice 2.73 2.73 43.62 Pipe Mount[PM 601-3] C None 0.0000 100' No Ice 3.17 3.17 195.00 0' 1"loe 3.40 3.40 63.24 12"Ice 3.79 3.79 232A1 (2)2.4"Dia x 8-ft Mount Pipe B From Leg 3.00 0.0000 80' No Ice 1.90 1.90 29.28 In Ice 4.42 4.42 279.00 0' 12"Ice 2.73 2.73 43.62 •• 0' 1"Ice 3A0 3.40 63.24 Side A®Mount[SO 202-1] B From Leg 1.0D 0.0000 93' No Ice 1.78 2.97 110.00 (2)2.4"Dia x 8-ft Mount Pipe C From Leg 3.00 0.0000 80' No Ice 1.90 1.90 29.28 0' 12"tce 224 3.57 132.83 0' 12"Ice 2.73 2.73 43.62 0' Pit. 2.75 4.19 16324 0' 1"ke 3.40 3.40 6324 Sabra C10837002C-32788(3) C None 0.0000 80' No Ice 18.52 18.52 2029.00 1.-lee A From Leg 0.50 0.0000 91, No Ice 025 1.85 22.00 1/2"Ice 28.00 28.00 3067.00 0' 12"Ice 0.76 5.03 34.00 I"Ice 37AS 37.48 4106.00 0' P Ica 1.27 8.21 46.00 Sector Mount ISM 502-11 B Frans Leg 2.00 0.0000 78' No Ice 15AO 11.11 557.70 Sector Mount[SM 402-3] C None 0.0000 88' No Ice 18.87 18.87 850.68 0' 12"Ice 21.17 1635 755.42 12"Ice 26.47 26.47 1210.14 0' I"Ica 26.86 21.52 1017.17 I"Ice 33.99 33.99 1696.08 (4)2A"Die x 6-ft Pipe A From Leg 4.00 0.0000 78' No Ice IA3 1.43 21.96 (2)80010504 w/Mou of Ape A From Leg 3.00 0.0000 88, No Ice 3.71 329 39.54 0' 12"Ice 1.93 1.93 32.31 0' 12"Ice 4.18 4.12 73.50 0' I"Ice 2.30 2.30 47.71 0' P Ice 4.62 4.83 113.41 (4)2A"Dia x 6-ft Pipe B From Leg 4.00 0.0000 78' No Ice IA3 1.43 21.96 (2)80010504 w/Moaat Pipe B From Leg 3.00 0.0000 88' No Ice 3.71 3.29 39.54 0' 1/2"Ice 1.93 1.93 32.81 0' 1/2"Ice 4.18 4.12 73.50 0' 1"Ice 2.30 230 47.71 0' I"Ice 4.62 4.83 113A1 (4)2A"Dia x 6-ft Pipe C From Leg 4.00 0.0000 78' No Ice IA3 1.43 21.96 (2)80010504 w/Mount Pipe C From Leg 3.00 0.0000 88' No Ice 3.71 329 39.54 0' 12"Ice 1.93 1.93 32.81 0' 12"Ice 4.18 4.12 73.50 0' 1"Ice 2.30 2.30 47.71 0' I"ice 4.62 4.83 IBAl •• •• Side Arm Mount[SO 701-11 B From Leg 1.50 0.0000 38' No Ice 0.85 1.67 65.00 MX08FR0665-21 w/Mount A From Leg 3.00 0.0000 80' No Ice 12.73 7.53 90.05 0' 1/2"Ice 1.14 2.34 79.00 Pipe 0' 12"It. 13.33 8.72 18233 0' 1"Ice 1.43 3.01 93.00 0' 1"Ice 13.89 9.62 283.17 6-ft x 1.5"Dia Omni B From Leg 3.00 0.0000 38' No Ice 0.90 0.90 15.00 MX08FR0665-21 w/Mount B From Leg 3.00 0.0000 80' No Ice 12.73 7.53 90.05 0' 1/2"Ice 152 1.52 22.49 Pipe 0' 12"Ice 13.33 8.72 18233 3' 1"lee 2.00 2.00 3395 0' 1"ice 13.89 9.62 283.17 •• MX08FR0665-21 w/Mount C From Leg 3.00 0.0000 80' No tce 12.73 7.53 90.05 Side Ann Mount[SO 202-I] B From Leg 1.00 0.0000 72' No Ice 1.78 2.97 110.00 Pipe 0' IM Ice 13.33 8.72 18233 0' 12"Iee 224 3.57 132.83 0' 1"Ice 13.89 9.62 283.17 0' 1"Ice 2.75 4.19 16324 TA08025-11605 A From Leg 3.00 0.0000 80' No Ice 1.96 1.13 75.00 0' 12"lee 2.14 1.27 92.97 0' I"Ice 232 1.41 113.72 TA08025-B605 B From Leg 3.00 0.0000 90' No Inc 1.96 1.13 75.00 0' Inn Ice 2.14 127 92.97 0' ill ke 2.32 1AI 113.72 TA08025-13605 C From Leg 3.00 0.0000 80' No Ice 1.96 1.13 75.00 Dishes 0' 12"Ice 2.14 1.27 92,97 0' 1.Ice 2.32 1At 113.72 TA08025-13604 A From Leg 3.00 0.0000 80' No Ice 1.96 0.98 6390 Description Face Dish Offset Offsets: Azimuth ado Elewtion Outside Aperture Weight 0 12"ke 2.14 1.11 80.65 or Type Type Hors Adjustment Beam Diameter Area 0' 1.lee 232 1.25 100.10 Leg Lateral Width TA08025-B604 B From Leg 3.00 0.0000 80` No Ice 1.96 0.91 63.90 Vert 0' 12"It. 2.14 1.11 80.65 R ° ° R R ft' lb 0' I"Ice 232 1.25 100.10 TA08025-13604 C From Leg 3.00 0.0000 80' No Ice 196 0.98 63.90 2.0'Dish A Paraboloid w/o From 1.00 0.0000 131' 2.00 No Ice 3.14 30.00 0' 12"Ice 2.14 1.11 80.65 Radome Leg 0' 12"ke 3.41 27.00 0' I"Ice 232 1.25 100.10 2' 1"Ice 3.68 0.00 RDIDC-9191-PF-48 A Fmm Leg 3.00 0.0000 80' No Ice 228 1.29 21.82 2-ft BP Dish B Paraboloid From 1.00 0.0000 131' 2.00 No Ice 3.14 200.00 0' 12"Too 2.47 1.44 40.86 w/Shroud(BP) Leg 0' 12"Ice 3.41 217.50 tnxTower Job Page Job Page 10074795(WSNYJ0045449) 17 of 28 tnxTower 10074795(WSNYJ0045449) 18 of 28 Project Dale Project Date Tower Engineering Tower Engineering - Professionals,Inc. TEP No.265240.941634 10:49:14 06/04/24 Professionals,Inc" TEP No.265240.941634 10:49:14 06/04/24 326 Tryon Road 326 Tryon Road Raleigh,NC 27603-5263 Client Designed by Raleigh,NC 27603-5263 Client Designed by Phone,(919)661-6351 Jacobs Telecommunications Inc. AAL Phone.(919)661-6351 Jacobs Telecommunications Inc. AAL. FAX, 19 661-6350 1 FAX.' 19 661-6350 Description Face Dish Offset Offsets: Azimuth 3dB Elevation Outride Aperture Weight Comb. Description or Type Type Ho Adjustment Benin Diameter Area No. Leg lateral Width 45 Dead+Wind 180 deg-Service Pert 46 Dead+Wind210deg-Service R - IF lb 47 Dead+Wind 240 deg-Service 2' Pica 3.68 235.00 48 Dead+Wind 270 deg-Service 2-11 BF Dish C Paraboloid From 1.00 0.0000 131' 2.00 No Ice 3.14 200.00 49 Dead+Wind 300 deg-Service w/Shroud(HP) Leg 0' 12"Ice 3A1 217.50 50 Drad+Wind 330 deg-Service T 1"Ice 3.68 235.0o 2.5-ft HP Dish B Paraboloid From 4.00 0.0000 131' 2.50 No Ice 4.91 50.00 w/Shroud(HP) Leg 0' 12"Ice 5.24 76.90 1. 1"Ice 5.57 103.90 Maximum Member Forces Section Elevation Component Condition- Cov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Load Combinations Com& lb lbR lb-Jt Tl 130-110 Leg Max Tession 23 26150.40 -106.59 -6.08 Comb. Description Max.Compression 10 -32282.73 -94.82 1.31 No. Max.Mx 10 -31107.32 113.62 7.29 1 Dead Only Max My 4 -2138.59 -5.72 179.02 2 12 Dead+I.O Wind 0 deg-No Ice Max Vy 22 -1871.83 0.00 0.00 3 0.9 Dead+I.O Wind 0 deg-No Ice Max Vx 17 2006.92 0.00 0.00 4 12 Dead+1.0 Wmd 30 deg-No Ice Diagonal Max Tension 24 3975.47 0.00 0.00 5 0.9 Dead+1.0 Wmd 30 deg-No Ice Max.Compn:ssian 24 .4008.36 0.00 0.00 6 12 Dead+1.0 Wind 60 deg-No Ice Max Mx 12 2258.31 25.73 -3.56 7 0.9 Dead+1.0 Wmd 60 deg-No Ice Max My 24 -3995.05 -530 .9.71 8 12 Dead+1.0 Wind 90 deg-No Ice Max Vy 32 19.09 13.75 1.26 9 0.9 Dead+1.0 Wind 90 deg-No ice Max Vx 24 2.93 0.00 0.00 10 12 Dead+1.0 Wmd 120 deg-No Ice Top Gut Max Tension 11 814.05 0.00 0.00 11 O9 Dead+1.0 Wind 120 deg-No Ice Max.Compression 14 -859.12 0.00 - 0.00 12 12 Dead+1.0 Wmd 150 deg-No Ice - - - - Max Mx 26 --32.66- - .13.51 - 0.00 13 0.9 Dead+1.0 Wind 150 deg-No Ice Max My 26 -34.50 0.00 0.39 14 12 Dead+1.0 Wind 180 deg-No Ice Max.Vy 26 13.51 0.00 0.00 15 0.9 Dead+1.0 Wind 180 deg-No Ice Max.Vx 26 -0.39 0.00 0.00 16 12 Dead+1.0 Wind 210 deg-No Ice T2 110-90 Leg Max Tension 23 58903.95 -574.17 -17.66 17 0.9 Dead+1.0 Wind 210 deg-No Ice Max.Compression 10 -70069.83 11 OA6 4.37 18 12 Dead+1.0 Wind 240 deg-No Ice Max Mx 6 42407.54 106552 27.11 19 0.9 Dead+1.0 Wind 240 deg-No Ice _ _ ___ __ Max.My 9 -3558.85 -17.63 -1134.10 20 12 Dead+1.0 Wind 270 deg-No Ice Max.Vy 6 -535.83- 636.42- -- 27.11 21 0.9 Dead+1.0 Wind 270 deg-No Ice Max.Vx 8 -581.03 -26.54 682.26 22 12 Dead+1.0 Wind 300 deg-No ice Diagonal Max Tension 24 5576.34 0.00 0.00 23 09 Dead+1.0 Wind 300 deg-No Ice Max.Compression 24 -5605.25 0.00 0.00 24 12 Dead+1.0 Wind 330 deg-No Ice Max Mx 31 1087.73 31.61 .3.59 25 0.9 Dead+1.0 Wind 330 deg-No Ice Max My 8 4139.03 20.60 6.47 26 12 Dead+1.0 Ice+1.0 Temp Max Vy 37 26.40 30.71 -4.09 27 12 Dead+1.0 Wmd 0 deg+l.O Ice+1.0 Temp Max Vx 8 -1.81 0.00 0.00 28 12 Dead+1.0 Wmd 30 deg+l.O lce+1.0 Temp T3 90-70 Leg Max Tension 23 95964.80 -681.02 -10.05 29 12 Deed+1.0 Wmd 60 deg+l.O lce+l. Max.Compression 10 -116022.02 92.17 -3.23 Temp ax Max.Mx 22 81635.06 867.13 .7.28 30 12 Dead+I.O Wmd 90 deg+l.Olce+i.O Temp Max.M 5 -5805.79 -49.01 836.68 31 l2 Dead+LO Wmd 120 deg+LO Ice+LO Temp y 32 12 Dead+1.0 Wind 150 deg+l.O lce+1.0 Temp Max.Vy 22 732.01 -700.12 -10.04 33 12 Dead+1.0 Wmd 180 deg+1.0 Ice+1.0 Temp Max.Vx 16 -762AS -73.84 690.23 34 12 Dead+1.0 Wmd 210 deg+l.O Iae+1.0 Temp Diagonal Max Tension 24 7514.40 0.00 0.00 35 12 Dead+1.O Wind 240 deg+1.01ce+1.0 Temp Max Compression 24 -7586.15 0.00 0.00 36 12 Dead+1.0 Wmd 270 deg+l.O Ice+1.0 Temp Max.Mx 31 1161.73 50.03 -5.01 37 12 Dead+1.0 Wmd 300 deg+l.O Ice+1.0 Temp Max.My 31 -1491.63 26.45 6.72 38 12 Dead+1.0 Wind 330 deg+l.O lce+1.0 Temp Max Vy 37 36.44 48.53 -5.64 39 Dcad+Wind 0 deg-Service Max.Vx 31 -2.17 0.00 0.00 40 Dead+Wind 30 deg-Service T4 70-50 Leg Max Tension 23 136306.92 -248.71 1.73 41 Dead+Wind 60 deg-Service Max.Compression 10 -161263.90 -59.38 3.55 42 Dead+Wind 90 deg-Scrvice Max.Mx 29 8364.90 -468.59 .2.18 43 Dead+Wind 120 deg-Service Max My 12 -11428.81 -59.42 .564.67 44 Dead+Wind 150 deg-Service Max Vy 29 -141.10 .46858 .2.18 WxTower Job 10074795(WSNYJ0045449) Page 19 of 28 WxTower Job 10074795(WSNYJ0045449) Page20 of 28 Project Data Project Date Tower Engineering Tower Engineering Professionals,Inc. TEP No.265240.941634 10:49:14 06/04/24 Professionals,Inc. TEP No.265240.941634 10:49:14 06/04/24 3267fyon Road 326 Tryon Road Raleigh,NC27603-5263 Client Designed by Raleigh,NC 276034263 Client Designed by Phone:(919)661-6351 Jacobs Telecommunications Inc. AAA Phone,(919)661-6351 Jacobs Telecommunications Inc. AAA FAX. 19 661-6350 1 1 FAX. 19 661-6350 Section Elevation Component Condition Gov. Axial Major Axis MmorAxis Section Elevation Canw.ent Condition Cov. Axial Major Axis M.-A.,; No. ft Type Load Moment Moment No. ft Type Load Moment, Moment Comb. 1b Ib-J+ Ib-A Comb. lb lb-R lb--t Max.Vx 24 -161.52 -58.91 563.78 Diagonal Max Tension 24 7549.19 0.00 0.00 Max.Compression 24 -7552.53 0.00 0.00 Max.Mx 37 855.14 86.63 -713 Max.My 31 -2157.41 74.41 8.67 - Maximum,Reactions Max.Vy 37 48.06 86.63 -7.23 Max.Vx 31 -2.44 0.00 0.00 TS 50-30 Leg Max Tension 23 169699.62 418.15 0.62 Location Condition Gay. Vertical Horizontal,X Horizontal,Z Max.Compassion 10 -199710.64 -71636 2.10 Load lb lb lb Max.Mx 10 -19945124 103127 -1.53 Comb. Max.My 12 -13586.83 -112.54 -700.73 Leg C Max.Vert 18 255508.79 24220.15 -13796.49 Max.Vy 10 380.17 103127 -1.53 Max.H. 18 255508.79 24220.15 -13796.49 Max.Vx 12 243.68 -11254 -700.73 Max.H. 7 -215793.60 -21135.35 12026.38 Diagonal Max Tension 24 873738 0.00 0.00 Min.Vert 7 -215793.60 -2113535 12026.38 Max.Compassion 24 -8712.20 0.00 0.00 Min.H, 7 -215793.60 -21135.35 12026.38 Max.Mx 26 -996.17 12352 0.00 Min.H. 18 255508.79 24220.15 -13796.49 Max.My 26 -1016.82 0.00 4.38 Leg B Max.Vert 10 26610791 .24913.33 -14434.21 Max.Vy 26 57.43 0.00 0.00 Max.H. 23 -22545394 21844.47 1266154 Max.Vx 26 2.04 0.00 0.00 Max.IL 23 -225453.94 21844.47 12661.54 Horzoaal Max Tension 24 526.86 28.24 20.05 - Min.Vert 23 -225453.94 21944.47 12661.54 Max.Compassion 13 470.92 0.00 0.00 Min.H. 10 266107.91 -2491333 -1443421 Max.Mx 27 -7521 71.53 33.28 Min.H. 10 266107.91 -24913.33 4443421 Max.My 31 -7825 71.52 33.28 Leg Max.Vert 2 25726434 -201.51 28045.06 Max.Vy 27 -43.53 71.53 33.28 Max.H, 20 18950.60 3623.98 1448.81 Max.Vx 31 5.88 O.OD 0.00 Max.IL 2 257264.34 -201.51 28045.06 T6 30-10 Leg Met,Tension 23 202943.99 45236 0.17 Min.Vert 15 -217936.17 211.70 -24531.86 Max.Compassion 10 -23904310 -815.84 2.80 Min.H. 9 12942.79 -3609.66 994.01 Max.Mx 10 -238738.52 1188.08 -127 mi..H, 15 -217936.17 211.70 -24531.86 Max.My 12 -16174.29 .14697 -1019.83 Max.Vy 10 439.75 1188.08 -127 Max.Vx 12 309.40 -146.97 -1019.83 Diagonal Max Tension 24 8796.35 0.00 0.00 Max.Compression 24 -8937.12 0.00 0.00 Tower Mast Reaction Summary Max.Mx 26 -1366.67 15035 0.00 Max.My 26 4396.19 0.00 .5.12 Max.Vy 26 -63.74 0.00 0.00 Load Vertical Shea. Shear, Overturning Ovohrming Torque Max.Vx 26 -2.17 0.00 0.00 Combhiant- Moment M. Moment,M. Horizontal Max Tension 12 588.05 0.00 0.00 lb lb lb l6h lblt lb-It Max.Compassion 13 -525.66 0.00 0.00 Dead Only 45527.76 0.00 0.00 2061.36 .5803.73 0.00 Max.Mx 31 -110.80 91.75 41.03 12 Dead+1.0 Wind O deg-No 54633.31 -132.75 45121.79 -3519444.97 10580.16 -6193.68 Max.My 33 112.98 99.50 41.03 Ice Max.Vy 31 48.22 91.75 41.03 0.9 Dead+1.0 Wind 0 deg-No 40974.98 -132.75 45121.79 -3520063.37 12321.29 -6193.68 Max.Vx 27 -6.34 0.00 0.00 lee T7 10-0 Leg Max Tension 23 218050.78 594.77 0.81 11 Dead+1.0 Wind 30 deg-No 5463331 21769.10 -37516.76 -2924099.21 -1709114.38 8141.19 Mac Compression 10 -256989.23 0.00 0.00 Ice Max.Mx 37 20417.74 1018.69 0.10 09 Dead+1.0 Wind 30 deg-No 40974.98 21769.10 -37516.76 -2924707.62 -1707373.26 8141.19 Max.My 12 -16706.35 -146.97 -1019.83 Iee Max.Vy 10 -399.51 993.60 -0.60 12 Dead+1.0 Wind 60 deg-No 54633.31 37168.81 -21305.68 -1670735.09 -2937467.42- 4563.83 Max.Vx 12 -265A9 -14697 -1019.83 Ice Diagonal Max Tension 24 8781.88 0.00 0.00 09 Dead+1.0 Wind 60 deg-No 40974.98 37168.81 -21305.68 -1671353.50 -2935726.30 4563.83 Max.Compassion 2 .9278.86 ORD 0.00 Ice Max.Mx 26 1253.56 15826 0.00 12 Dead+I.0 Wmd 90 deg-No 5463331 43993.03 63.93 11152.91 -3489323.96 -10055.81 Max.My 26 1.5.76 0.00 -5.30 Ice Max.Vy 26 .64.19 0.00 0.00 09 Dead+1.0 Wind 90 deg-No 40974.98 43993.03 63.93 10534.50 .348758784 -10055.81 Max.Vx 26 2.15 0.00 0.00 Ice Horizontal Max Tension 12 415.71 0.00 0.00 12 Dead+1.0 Wmd 120 deg- 54633.31 40073.27 23210.40 1832469.16 -3156269.19 -1280.00 Max.Compression 13 -380.44 0.00 0.00 No Ice Met,Mx 31 -187.96 -51.93 43.30 0.9 Dcad+1.0 Wmd 120 deg- 40974.98 40073.27 23210.40 1831850.75 -3154528.07 -1280.00 Max.My 27 -180.38 49.02 43.30 No Ice Max.Vy 37 4236 51.88 43.30 12 Dead+1.0 Wind 150 deg- 54633.31 22683.06 39246.95 3091926.35 -1792149.16 15622.63 Max.Vx 27 629 0.00 0.00 No me Job Page Job Page tnxTower 10074795(WSNYJ0045449) 21 of 28 tnxTower 10074795(WSNYJOO45449) 22 of 28 Tow Engineering Project Date TowerEngineering Project Date Professionals,Inc TEPNo.265240.941634 10:49:14 06/O4/24 Professionals,Inc. TEP No.265240.941634 10:49:14 06/O4/24 326 Dyon Road 3267Fyon Road Raleigh,NC27603-5263 Client Designed by Raleigh,NC 27603-5263 Client Designed by Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL FAX.• 19 661-6350 FAX.• 19 661-6350 Load Vertical Shear, Shear, Overturning Over2rning Torque Load Vertical Shear, Shear, Overturning Overturning Torque Combnation M-1,,M. Moment,M, Combination Moment,M, Moment,M, lb lb M, Ib-l1 lb-Jt Ib9l 16 lb lb lbJl lb-)t lb-R 0.9 Dead+1.0 Wmd 150 deg- 40974.98 22683.06 39246.95 3091307.95 -1790408.04 15622.63 Dead+Wind 300 deg-Service 45527.76 -9919.01 -5137.31 .405664.10 70243539 315.09 No Ice Dead+Wind 330 dee-Service 45527.76 -5292.43 -9091.56 -712329.80 412025.23 -3563.54 1.2 Dead+1.0 Wind 180 deg- 54633.31 97.91 43198.03 3410252.70 -18769.17 6055.74 No Ice 0.9 Dead+1.0 Wind 180 deg- 40974.98 87.91 43198.03 3409634.29 -17028.05 6055.74 No Ice Solution Summary 1.2 Dead+l.0 Wind 210 deg- 54633.31 -21636.07 37623.91 2943205.15 1677647.40 -8348.48 No Ice 0.9 Dead+I.O Wmd 210 deg- 40974.98 -21636.07 37623.91 2942586.74 1679388.52 -8348.48 Sam ofAppllaForees Sum of Reactions No lee Load PX Py PZ PX PV PZ %Error 1.2 Dead+1.0 Wmd 240 deg- 54633.31 -38866.00 22360.09 1745284.03 3026420.44 4516.16 Comb. lb lb lb Ib lb lb No Ice 1 0.00 45527.76 0.00 -0.00 45527.76 -0.00 0.000% 0.9 Dead+1.0 Wind 240 deg- 40974.98 -38866.00 22360.09 1744665.62 302816156 4516.16 2 -132.75 -54633.31 45121.79 132.75 54633.31 45121.79 0.000% No lee 3 -132.75 40974.98 45121.79 132.75 40974.98 45121.79 0.000% 1.2 Dead+l.O Wmd 270 deg- 54633.31 -44039.95 -99.63 -]088725 3491401.44 10038.45 4 21769.09 -54633.31 -37516.75 -21769.10 54633.31 37516.76 0.000% No Ice 5 21769.09 40974.98 -37516.75 -21769.10 40974.98 37516.76 0.000% 0.9 Dead+1.O Wmd 270 deg- 40974.98 .44039.95 -99.63 -11505.66 3483142.56 10038.45 6 37168.81 -54633.31 -21305.68 -37168.81 54633.31 21305.68 0.000% No Ice 7 37168.81 40974.98 -21305.68 -37168.81 40974.98 21305.68 0.000% 12 Dead+1.0 Wind 300 deg- 54633.31 -38447.82 -22145.63 -1756593.70 3048640.56 1370.27 8 43993.02 -54633.31 63.93 43993.03 54633.31 -63.93 0.000% No Ice 9 43993.02 40974.98 63.93 43993.03 40974.98 -63.93 0.000% 0.9 Dead+1.0 Wmd 300 deg- 40974.98 -38447.82 -22145.63 .1757212.11 3050381.69 137027 10 40D73.27 -54633.31 23210.40 4DO7327 5463331 -23210.40 0.000% No Ice 11 40073.27 40974.98 23210.40 4DO7327 40974.98 -23210.40 0.000% 1.2 Dead+1.0 Wmd 330 deg- 54633.31 -2281630 -39193.86 -3079730.06 1795785.92 -15397.97 12 22683.05 -54633.31 39246.94 -22683.06 54633.31 -39246.95 0.000% No Ice 13 22683.05 40974.98 39246.94 -22683.06 40974.98 -39246.95 0.000% 0.9 Dead+1.0 Wmd 330 deg- 40974.98 -22816.30 -39193.86 -3080348.47 1797527.04 -15397.97 14 87.91 -54633.31 43199.02 -87.91 54633.31 43198.03 0.000% No Ice 15 87.91 40974.98 43198.02 -87.91 40974.98 -43198.03 0.000% 12 Dead+1.01.+1.0 Temp 93393.34 0.00 0.00 4436.02 -5108.32 -0.00 16 -21636.06 -54633.31 37623.90 21636.07 54633.31 -37623.91 0.000% 12 Dead+1.0 Wmd 0 deg+1.0 93193.34 -20.89 -10151.44 -786015.92 -2242.91 -1100.34 17 -21636.06 4097498 37623.90 21636.07 40974.98 -37623.91 0.000% Ice+1.0 Temp - - - - - - - 18 -38865.99 - =5463331 22360.09 38866.00- - 54633.31 -22360.09 0.000% 12 Dead+1.0 Wmd 30 deg+1.0 93393.34 4911.49 -8447.92 .656007.42 -390014.81 1776.45 19 -3886599 40974.98 22360.09 38866.00 40974.98 -22360.09 0.000% lee+1.0 Temp 20 44039.95 -54633.31 -99.63 44039.95 54633.31 99.63 0.000% 12 Dead+1.0 Wmd 60 deg+1.0 93393.34 8405.03 4813.26 -373861.85 -668065.69 661.91 21 44039.95 40974.98 .99.63 44039.95 40974.98 99.63 0.000% Ice+I.O Temp 22 -39447.82 -54633'31 -22145.63 38447.82 54633.31 22145.63 0.000% 1.2 Dead+1.0 Wmd 90 deg+1.0 93393.34 9905.62 8.96 5763.62 -789497.85 -2220.80 23 -38447.82 40974.98 -22145.63 39447.82 40974.98 22145.63 0.000% 1ce+1.0 Temp 24 -22816.30 -5463331 -39193.85 22816.30 54633.31 39193.86 0.000% 12 Dead+1.0 Wmd 120 93393.34 8914.29 5144.99 410159.47 -706622.58 -1025.24 25 -2281630 40974.98 -39193.85 22816.30 40974.98 39193.86 0.000% deg+1.0 lce+l.O Temp 26 0.00 -93393.34 0.00 -0.00 93393.34 -0.00 0.000% 1.2 Dead+1.0 Wind 150 93393.34 5066.80 8747.70 692680.56 40386757 2065.79 27 -20.89 -9339334 -10151.44 20.89 93393.34 10151.44 0.000% deg+1.0 ice+1.0 Temp 28 4911.49 -9339334 -8447.82 4911A9 93393.34 8447.82 0.000% 12 Dead+1.0 Wmd 180 93393.34 13.16 9888.09 779624.64 -698329 1076.54 29 8405.02 -9339334 4813.26 .8405.03 93393.34 4813.26 0.000% deg+1.0 lee+l.O Temp 30 9905.62 -93393.34 8.96 -9905.62 93393.34 .8.96 0.000% 1.2 Dead+1.0 Wmd 210 93393.34 4887.98 8466.90 667389.77 37669830 -18I3.40 31 891429 -9339334 5144.99 .8914.29 93393.34 -5144.99 0.000% deg+1.01ce+1.0 Temp 32 5066.80 -9339334 8747.70 -5066.80 93393.34 -8747.70 0.000% 12 Dead+1.0 Wmd 240 9339334 -8638.52 4961.65 39262733 671770.20 -654.19 33 13.16 -9339334 9888.09 -13.16 93393.34 -9888.09 0.000% deg+1.01ce+1.0 Temp 34 4887.98 -9339334 8466.80 4887.98 93393.34 -8466.80 0.000% 12 Dead+1.0 Wmd 270 93393.34 -9913.72 -15.24 2294.46 779307.64 2217.80 35 -8638.52 -93393.34 4961.65 8638.52 93393.34 4961.65 0.000% deg+l.O lce+l.O Temp 36 -9913.72 -9339334 -1524 9913.72 93393.34 15.24 0.000% 1.2 Dead+1.0 Wind 300 93393.34 -8693.18 4994.82 -391165.10 684069.22 1041.32 37 -8693.18 -9339334 4994.82 8693.18 93393.34 4994.82 0.000% deg+1.0 1ce+1.0 Temp 38 -5090.35 -9339334 -8738.05 509035 93393.34 8738.05 0.000% 1.2 Dead+1.0 Wind 330 93393.34 -5090.35 -8738.05 -682492.22 396755.58 -2025.85 39 -30.70 45527.76 -10466.71 30.70 45527.76 10466.72 0.000% deg+1.01ce+1.0 Temp 40 5050.22 45527.76 -8703.66 -5050.22 45527.76 8703.66 0.000% Dead+Wind 0 deg-Service 45527.76 -30.70 .10466.72 .814264.75 -1745.81 -1434.38 41 8623.18 45527.76 4943.04 -8623.18 45527.76 4943.04 0.000% Dead+Wind 30 deg-Service 45527.76 5050.22 -8703.66 -676331.45 400364.70 1881.92 42 10205.64 45527.76 14.79 -10205.64 45527.76 -14.79 0.000% Dead+Wind 60 deg-Service 45527.76 8623.18 4943.04 -385805.77 -685107.86 1055.57 43 9294.96 45527.76 5383.58 -9294.96 45527.76 -5393.58 0.000% Dead+Wind 90 deg-Service 45527.76 10205.64 14.79 4068.80 -812980.17 -2324.76 44 5261.61 45527.76 9103.84 -5261.61 45527.76 -9103.84 0.000% Dead+Wind 120 deg-Service 45527.76 9294.96 5383M 426191.88 -735714.76 -29421 45 20.33 45527.76 10021.77 -20.33 45527.76 -10021.77 0.000% Dead+Wind ISO deg-Service 45527.76 5261.61 9103.94 718129.16 419569.90 3615.50 46 -5019.45 45527.76 8728.44 5019A5 45527.76 -9728.44 0.000% Dead+Wind 180 deg-Service 45527.76 20.33 10021.77 791998.01 -8534.05 1402A8 47 -9015.73 45527.76 5186.91 9015.73 45527.76 -5186.91 0.000% Dead+Wind 210 deg-Service 45527.76 -5019.45 8728.44 683731.26 384700.84 -1929.87 48 -10216.50 45527.76 -23.04 10216.50 45527.76 23.04 0.000% Dead+Wind 240 deg-Service 45527.76 -9015.73 518691 406026.73 697296.08 -1044.55 49 -8919.01 45527.76 -5137.31 8919.01 45527.76 5137.31 0.000% Dead+Wind 270 deg-Service 45527.76 -1021650 -23.04 -1028.89 802761.94 2320.74 50 -5292.43 45527.76 .9091.56 5292.43 45527.76 9091.56 0.000% b tnxTower Job 1OD74795(WSNYJ0045449) Page 23 of 28 MxTower Jo 10074795(WSNYJ0045449) Page24 of 28 Project Date Project Date Tower Engineering Tower Engineering Professionals,Inc TEP No.265240.941634 10:49:14 06/04/24 Professionals,Inc TEP No.265240.941634 10:49:14 06/04/24 32671,yon Road 3267)yon Road Raleigh,NC 27603-5263 Client Designed by Raleigh,NC27603-5263 Client Designed by Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL Phone:(919)661-6351 Jacobs Telecommunications Inc. AAA FAX.• 19 661-6350 1 FAX. 19 661-6350 Elevation Apparenance Go, Deflection Mt Twist Radius of Load C-h" R Comb. V, fl 133' 2.0'Dish 10 6.006 03577 0.0277 1186U Maximum Tower Deflections-Service Wind 131' 2.2.5-11 x Dbit 10 6.006 035774 0.0278 118644 126' 2.5-ft HP Dish 10 5.854 0.3554 0.0278 118644 115, AIR6449 B41 w/Mount Pipe 10 4.871 0.3381 0.0275 39548 Section Elevation Hors. Gay. Tilt NW 100, (2)20'x 1.5-in a Omni 10 3.802 03075 0.0236 26046 No. Deflection Load 93' Side Arm Momt[SO202-I] 10 3337 02901 0.0211 24017 ft in Comb. 91, 6-ft Yagi 10 3.209 02851 0.0207 23630 Tl 130-I10 1.401 43 6.0836 0.0064 88' Sector Mount ISM 402-31 10 3.020 02776 0.0200 23522 T2 110-90 1.01l 43 0.0769 0.0062 90, MX08FRO665-21 w/Mount Pipe 10 2.539 02578 0.0185 24455 T3 90-70 0.734 43 0.0660 0.0047 78' SectorMomt[SM502-1] 10 2A24 02527 0.0181 24718 T4 70-50 OA62 43 0.0541 0.0038 72' Side Arm Mount[SO 202-1] 10 2.089 02371 0.0168 25298 T5 50.30 0.242 43 0.0394 0.0026 38' Side Arm Mont[SO 701-1] 10 0.625 0.1256 0.0085 16538 T6 30-10 0.095 43 0.0. 0.0016 T7 30-0 0.015 43 0.0076 0.0005 Bolt Design Data Critical Deflections and Radius of Curvature-Service Wind Section Elevation Component Bolt Bolt size Number Madmron Allowable Ratio Allowable Oiteria Elevation Appurtenance Gov. Deflection nit Nist Radius of No. Type Grade of Load Load Load Ratio Load C azure ft in Bolts perBalt per Bolt Allowable It Comb. in ft lb lb 133' 2.0'Dish 43 1.401 0.0836 0.0064 505329 Tl 130 Leg A325N 0.7500 6 4243A2 30101.40 0.141 1.05 Bolt Tension 131' 29"Dia.x B'Pipe 43 1.401 0.0836 0.0064 505329 Diagonal A325N 0.6250 I 3975.47 10440.00 0.381 1.05 Gusset Bearing 128' 2.5-ft HP Dish 43 1.366 0.0831 0.0064 505329 Top Girt A325N 0.6250 I 614.05 7875.00 0.103 1.05 Member Block 115' AIR6449 B41 w/Mount Pipe 43 1.136 0.0799 0.0064 168444 t T-. 100' (2)20'x 1.5-in a Omni 43 0.887 0.0718 0.0054 112103 T2 I10 Leg A325N 0.6250 6 5576.34 10440.00 0326 1.05 Bolt Tension 93' Side Arm Moont[So 202-1] 43 0.771 0,0678 0.0049 103989 Diagonal A325N 0.6250 1 5576.34 ]0440.00 0534 LOS Gusset Bearing 91' 6-ft Yagi 43 0.748 0.0666 0.0048 102392 T3 90 Leg A325N 0.7500 6 15994.10 301OIAO 0.531 1.05 Bolt Tension 88' Seeor Mont ISM 402-3] 43 0.704 0.0649 0.0046 101746 Diagonal A325N 0.6250 1 7586.15 13805.80 0.549 1.05 Bolt Shear 80' MX08FRO665-21 w/Mount Pipe 43 0.592 0.0.3 0.0043 ]04557 T4 70 Leg A325N 0.7500 6 22717.80 30101.40 0.755 1.05 Bolt Tension 78' See mr Momt[SM502-1] 43 0565 0.0591 0.0042 105352 Diagonal A325N 0.6250 1 7552.53 13805.60 0.547 I.OS Bolt Shear 72' Side Arm Mount[SO 202-11 43 0.487 0.0554 0.0039 106840 TS 50 Leg A325N 0.7500 6 28228AO 30101.40 0.938 1.05 Bolt Tension 38' Side Ann Mount ISO 701-11 43 0.146 0.0293 0.0020 70849 Diagonal A325N 0.6250 1 8737.38 15660.00 0.558 1.05 Gusset Bearing Horimntal A325N 0.6250 1 3467.25 13218.80 0262 1.05 Member Block Shear T6 30 Leg A32W 1.0000 6 33774.80 54517.00 0.620 1.05 Bolt Tension Diagonal A325N 0.6250 1 8796.35 15660.00 0.562 1.05 Gusset Bearing Horizontal A325N 0.6250 1 4145.52 13218.80 0.314 1.05 Member Block Maximum Tower Deflections-Design Wind at Be T7 10 Diagonal A325N 0.6250 1 878L Gusset Bea 15660.00 0.561 1.05 Guaring Horizontal A325N 0.6250 1 4456.74 13218.80 0.337 1.05 Member Block Section Elevation Hors. Go, TRt 7ivizi Shear No. Deflection Load h Comb. TI 130-110 6.006 10 0.3577 0.0277 72 110=90 4505 10 0.3295 0.0267 73 90-70 3.145 10 02826 0.0205 T4 70-50 1.982 10 02316 0.0163 TS 50-30 1.1138 10 0.1687 0.0110 Compression Checks T6 30-10 OA10 10 0.0973 0.0069 T7 30-0 0.063 11 0.0327 0.0024 Leg Design Data(Compression) Critical Deflections and Radius of Curvature-Design Wind gentian Elevation s� L L � A P. � Ratio No. P. ft Jt JI in' lb /b OP, Job tnxTower 10074795(WSNYJ0045449) Page 25 of 28 WxTower Job Page 10074795(WSNYJ0045449) 26 of 28 Project Date Project Date Towession ls,Ing Tower Engineering _ Professionals,Inc TEP No.265240.941634 10:49:14 06/04/24 Professionals,Inc. TEP No.265240.941634 10:49:14 06/04/24 , 326 Dyne Road 326 Tryon Road - Raleigh,NC 27603-5263 Client _ Designed by Raleigh,NC27603-5263 Client Designed by Phone:(919)661-6351 Jacobs Telecommunications Inc. Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL FAX.-(919)661-6350 �� FAX. 19 661-6350 Section Elevation Size L L. K//r A P. OP. Ratio No. P. P./e.controls B F R h,2lb lb 0P" TI 130-110 3 2013/8" 5'1/8" 80.1 7.0686 .32282.70 198902.00 0.162' K=I.00 T2 110-90 312 203/8" 68-5/32' 91.6 9.6211 .70069.80 234484.00 0.299 Top Girt Design Data(Compression) ' K=L00 T3 90-70 4 2013/8' 6'8513T 80.1 12.5664 .116022.00 353604.00 0.328'K=1.00 Section Elevation Size L L, KUr A P. PP Ratio T4 70-50 4 203/8" 6'8-5/3T 80.1 12.5664 -161264.00 353604.00 0.456' No. P. n R .R id !b !b ' K=1.00 op, T5 50-30 4 203/8" 5'1/8" 60.1 12.5664 -19,9711.00 434236.00 0.460' TI 130-110 L2x11/2x3/16 4' 3'5-17/3 128.9 0.6211 -859.12 10699.90 0.080' K=1.00 2" K=1.00 T6 30-10 45/16 203/8" 5'1/8" 55.7 14.6066 -239043.00 523702.00 0.4561 K=1.00 T7 10.0 45/16 101/4" 5'I/8" 55.7 14.6066 -256989.00 523702.00 0.491' 'P. /W.controls K=1.00 P./vi.controls Tension Checks Diagonal Design Data(Compression) Leg Design Data Tension Section Elevation Size L L. K(/r A P. Ratio Section Elevation Size L L. KI/r A P OP Ratio Na. P No. P )t Jt Jt in' 16 lb V. F fr R W lb lb 4P T1 130-110 L212x212xl/4 77-7/16' 37-29/3 97.2 1.1900 4008.36 30119.20 0.133' T1 130-110 3 293/8" 5'1/8" 80.1 7.0686 25460.50 318086.00 0.080' ' 2" K=1.08 - - T2 110-90 312 203/8" 6'8-5/32' 91.6 9.6211 58904.00 432951.00 0.136' T2 110-90 L212x212x1/4 10'l-29/ VII-171 1213 1.1900 -5605.25 23023.60 0.243' ' 32" 32" K=1.00 T3 90-70 4 20'3/8" 6'8-5/32' 80.1 12.5664 95964.80 565487.00 0.170' 73 90-70 L3x3xl/4 1l'6-7/8' 51-3/4" 118.1 I.4400 -7586.15 29105.40 0.261' ' K=1.01 T4 70-50 4 2013B" 6'8-5/32' 80.1 12.5664 136307.00 565487.00 0.2411 T4 70-50 L3x3x1/4 13'5-9/3 6'6-27/3 134.8 1.4400 -7500.47 22668.60 0.331' 2" 2" K=1.00 T5 50-30 4 203/8" 5'1/8" 60.1 12.5664 169700.00 565487.00 0.300' T5 50-30 2L212x212xl/4 8'7-3/16' 81-5/16 126.5 2_.3.800 _-8694.47 _4.256350_ 0.2041_ __ _ _T6____30_10_ _ ____ _4.5/16_____ _203/8"__5'1/8'.'_55.7_-14.6066_202944.00 657295.00 0309! ' K=1.00 T7 10-0 45/16 101114' 5'1/8" 55.7 14.6066 218051.00 657295.00 0.332' T6 30-10 2L2 I/W 12xl/4 9'51/3P 8-11-5/3 139A 2.3800 -8911.09 35068.20 0.251' 2" K=1.00 T7 10-0 2L21/W 12xl/4 9'10-5/1 9'4.5116 146.1 2.3900 -9278.86 31914.20 0.291' 6" K=1.00 'P./4P.controls 'P. /V.controls Diagonal Design Data Tension Section Elevation Size L 1", K1/r A P Ratio Horizontal Design Data(Compression) No. P. Jt Jt J1 in' (b 16 by Section Elevation Size L L. Ayr A P. Ratio Tl 130-110 L2 I/W 12xl/4 7-7-7/16' 37-29/3 59.5 0.7519 3975.47 32706.60 0.122' 2" No. R R ft lb lb P 72 110-90, L212x212xl/4 10'l-29/ 4'11.17/ 79.7 0.7519 557634 32706.60 0.170' " 32" 32" T5 50-30 L2 I/W 12x1/4 BY 12'10-9/ 200.9 1,1900 .3467.25 8438.02 0.411' T3 90-70 L3x3xl/4 11'8-7/8, 5'8-3/4" 76.1 0.9394 7514.40 40862.80 0.184' 16" K=1.00 T6 30-10 L2 I/W 12xl/4 15'6" 1 4'10-3/ 231.7 1.1900 -4145.52 6343.70 0.653' T4 70-50 L3x3xl/4 1315-95 66-27/3 87.1 0.9394 7549.19 40862.80 0.185' 16" K=1.00 2" 2- T7 10.0 L212x2 MUM 16'6" 15-10-31 2473 1.1900 -4456.74 5568.44 0.800' T5 50-30 2L212x212xl/4 87,13/3 78-17/3 124.8 1.5037 873738 65413.10 0.134' 16" K=1.00 2" 2" T6 30-10 2L212.212xl/4 9'1/4" 8'6-1/8" 137.4 1.5037 8796.35 65413.10 0.134' WxTower Job 10074795(WSNYJ0045449) Page 27 of 28 MxTower Job 10074795(WSNYJ0045449) Page28 of 28 Tower Engineering Project Date Tower Engineering Project Date Professionals,Inc. TEP No.265240.941634 10:49:14 06/04/24 Professionals,Inc. TEP No.265240.941634 10:49:14 06/04/24 3267Yyon Road 326 Dyon Road Raleigh,NC27603-S263 Client Designed by Raleigh,NC 27603.5263 Client Designed by Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL Phone:(919)661-6351 Jacobs Telecommunications Inc. AAL. FAX.• 19 661-6350 1 1 FAX. 19 661-6350 Section Elevation site L L. K11r A P. rpP" Ratio Seeot.n Elevation Cop sent Size C'tical P eP,a,,. % Pass No. P. Na f1 7ype Element Ib lb Capacity Fail J1 Jt Jt in' 11, (b 6P. 72 I10-90 Diagonal L212x212xl/4 37 -5605.25 24174.78 23.2 Pass T7 10-0 2L21/2x212xl/4 95-9/32' 8'11-52 144.0 1.5037 8781.88 65413.10 0.134' 50.9(b) 2" T3 90-70 Diagonal L3x3x1/4 58 -7586.15 30560.67 24.8 Pass 52.3(b) T4 70-50 Diagonal L3x3xl/4 79 -7500.47 23802.03 31.5 Pazs 1 P v/rpP"controls 52.1(b) TS 50-30 Diagonal 2L212x212x1/4 ]02 -8694.47 44691.67 19.5 Pazs 53.1(b) T6 30-10 Diagonal 211212x212xl/4 135 -8811.09 36821.61 23.9 Pass 53.5(b) Horizontal Design Data(Tension) T7 10-0 Diagonal 2L21/2x212x1/4 170 -9278.86 33509.91 27.7 Pazs 53.4(b) Section Elevation Size L L. wr A P. WP" Ratio T5 50-30 Hosixootal L212x212xl/4 100 -3467.25 8859.92 39.1 Pass Na P T6 30-10 H-tal L212x212x1/4 130 -4145.52 6660.88 62.2 Pass J7 JJ Jt in' lb lb T7 10-0 Hosixantal L212.212x1/4 163 -4456.74 5946.86 76.2 Pass mp TS 50-30 L2 I/WMxl/4 ITS" 12'10-9/ 102.7 0.7519 346725 32706.60 0.106' Tl 130-110 Top Gin L2x1 I/2x3/16 4 -859.12 11234.69 7.6 Pass 9.8(b) 1e Summary T6 30-10 L212x212xl/4 15'6" 14'10-3/ 118.1 0.7519 414552 32706.60 0.1271 Leg(T5) 893 pass 16" Diagonal 53.5 Pass T7 10-0 L2 VWl2xl/4 16'6" 15'10-3/ 125.9 0.7519 4456.74 32706.60 0.136' (T6) 16" Horizontal 762 Pass Topp( Girt 9.8 Pass 'P. /¢P"controls (TO Bolt Checks 89.3 pass RATING= 89.3 Pais Top Girt Design Data(Tension) Section Elevation site L L. IO/r A P. ¢P" Ratio No. P. ft ft ft ins (b !b TI 130-110 L2x1 1/2x3/16 4' 3'5-172 102A 0.3604 814.05 15675.30 0.052 Program Version 82.4.3 2" 'P./r P.controls Section Capacity Table Secttan Elewtion Component Size Critical P eP % P- No. ft Type Element Ib 16 Capacity Fail Tl 130-110 Leg 3 2 -32282.70 209847.09 15.5 Pass T2 110-90 Leg 312 32 -70069.80 246208.19 28.5 Pass 31.1(b) 73 90-70 Leg 4 53 -116022.00 371284.19 312 Paz. 50.6(b) T4 70-50 Leg 4 74 -161264.00 371284.19 43.4 Pass 71.9(b) T5 50-30 Leg 4 95 -199711.00 455947.78 43.8 Pass 89.3(b) T6 30-10 Leg 45/16 128 -239043.00 549897.06 43.5 Pass 59.0(b) T7 10-0 Lcg 45/16 161 -256989.00 549897.06 46.7 Paza Tl 130-110 Diagonal L21/2.212x1/4 10 •400836 31625.16 12.7 Pass 36.3(b) June 4, 2024 130 ft Self-Support Tower Structural Analysis WSNYJ0045449(10074795) TEP Project Number 265240.941634 Page 8 I APPENDIX B ADDITIONAL CALCULATIONS Self Support Anchor Rod Capacity Site# WSNY10045449 Site Name 10074795 TEP# 265240.941634 O -------__Ps_ - _ - - - -- I[ TIA-222 Revision H Grout Considered: Yes I.,(in) 1 �Appliecl Loads comp. U lift O O P Axial Force(kips) 266.11 225.45 Shear Force(kips) 28.79 25.25 •TIA-222-H Section 15.5 Applied •Leg Mod Eccentricity(in) 0.000 O O Anchor Rod N.A Shift(in)l 0.000 Total Eccentricity(in)1 0.000 "Anchor Rod Eccentricity Applied Connection Properties Analysis Results Rod Data Anchor Rod Summary (units of kips,kip-in) (6)2"0 bolts(A36 N;Fy=36 ksi,Fu=58 ksi) Pu-t=37.58 (�Pn_t=108.75 Stress Rating I er(in): 1 Vu=4.21 c�Vn=68.33 32.9% Mu=n/a (�Mn=n/a Pass CClplate-Version 5.0.2 Analysis Date:6/4/2024 SST Unit Base Foundation Site#: WSNYJOO45449 Site Name: 10074795 TEP Number: 265240.941634 Top&Bot.Pad Rein.Different?: ❑ TIA-222 Revision: H Tower Centroid Offset?: Block Foundation?: ❑ Rectangular Pad?: ❑ Superstructure Analysis Reactions Foundation Global Moment,M: 3649.655 ft-kips Capacity Demand Rating* Check Global Axial,P: 54.633 kips Lateral(Sliding)(kips) 323.18 46.31 13.6% Pass Global Shear,V: 46.31 kips ;Bearing Pressure(kso 6.00 4.01 66.9% Pass Leg Compression,Pwmp: 266.108 kips Overturning(kip*ft) 5044.44 4197.89 83.2% Pass Leg Comp.Shear,V„_-mp: 28.793 kips Pier Flexure(Comp.)(kip*ft) 861.28 136.77 15.1% Pass Leg Uplift,P„plm: 225.454 kips Pier Flexure(Tension)(kip*ft) 502.65 119.93 22.7% Pass Leg Uplift.Shear,V„_„piiR: 25.249 kips Pier Compression(kip) 3436.99 273.80 7.6% Pass Tower Height,H: 130 ft Pad Flexure(kip*ft) 3932.35 554.15 13.4% Pass Base Face Width,BW: 17 ft Pad Shear-1-way(kips) 870.45 55.95 6.1% Pass BP Dist.Above Fdn,tlpdi,t: 3 in Pad Shear-Comp 2-way(ksi) 0.164 0.029 17.1% Pass Flexural 2-way(Comp)(kio*t) 1716.14 82.06 4.6% Pass Pad Shear-Tension 2-way(ksi) 0.164 0.028 16.2% Pass PropertiesPier Flexural 2-way(Tension)(kip*R) 1716.14 71.96 4.0% 1 Pass Pier Shape: Square *Rating per TIA-222-H Section Pier Diameter,dpier. 3.0 ft 15.5 Ext.Above Grade,E: 0.50 ft Structural Rating*: 22.7% Pier Reber Size,Sc: 9 Soil Rating*: 83.2% Pier Rebar Quantity,mc: 12 Pier Tie/Spiral Size,St: 4 Pier Tie/Spiral Quantity,mt: 7 Pier Reinforcement Type: Tie Pier Clear Cover,ccplar: 3 in Pad Properties D: 8.00 ft Pad Width,WI: 21.80 ft Pad Thickness,T: 3.75 ft Pad Reber Size(Bottom dir.2),Sp2: 8 Pad Rebar Quantity(Bottom dir.2),mp2: 28. Pad Clear Cover,ccpad: 3 lin Material Properties Grade,Fy:1 60 ksi Concrete Compressive Strength,F'c: 3 ksi Dry Concrete Density,6c: 150 pcf PropertiesSoil Total Soil Unit Weight,y: 130 pcf Ultimate Gross Bearing,Quit: 8.000 ksf <--Toggle between Gross and Net Cohesion,Cu: 0.000 ksf Friction Angle,rp: 33 degrees SPT Blow Count,Nbl-: Base Friction,µ: 0.4 Neglected Depth,N: 4.2 ft Foundation Bearing on Rock? No Groundwater Depth,gw: 18 ft Version 5.0.2 CENTERLINE Radio Frequency Safety Survey Report Prediction (RFSSRP) AT&T Self Support Tower Facility Site Name SOUTHOLD Site ID NYL00229 Site Address 414 05 ROUTE 25, PECONIC, NY 11958 Latitude: 41.041329 Prepared for: Centerline on behalf of Longitude: -72.458769 AT&T USID: 5678 FA: 10074795 Report Date: June 19, 2024 Centerline PN: Internal Pace ID: MRNYJ02128, Report Writer: Michael Fox MRNYJ042043, Report Reviewer: Michael Fischer MRNYJ042102,MRNYJ042319, MRNYJ042388, MRNYJ042070, MRNYJ042035 c i 'i t Statement of Compliance AT&T is compliant with FCC regulations. RECEIVED I _ I JUN 2 0 ZEN Sout o d Town Planning Board Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 1 l i SOUTHOLD /5678/ 10074795 CENTERLINE TABLE OF CONTENTS 1.0 GENERAL SUMMARY ......................................................................................................................3 1.1 SITE SUMMARY.............................................................................................................................3 1.2 SITE MITIGATION.........................................................................................................................4 2.0 SITE SCALE MAP...............................................................................................................................5 3.0 CALCULATED RF EXPOSURE LEVELS.......................................................................................9 4.0 RF EXPOSURE DIAGRAMS...........................................................................................................10 5.0 STATEMENT OF COMPLIANCE..................................................................................................13 5.1 RECOMMENDATIONS................................................................................................................13 APPENDIX A: AT&T RF SIGNAGE ....................................................................................................14 APPENDIX B: FCC GUIDELINES AND EMISSIONS THRESHOLD LIMITS.............................15 APPENDIX C: CALCULATION METHODOLOGY..........................................................................17 APPENDIX D: CERTIFICATIONS.......................................................................................................18 APPENDIX E: PROPRIETARY STATEMENT...................................................................................19 Centerline•750 W Center Street•West Bridgewater•MA•02379 !' ., g c 12 SOUTHOLD /5678/ 10074795 qf�; CENTERLINE 1.0 GENERAL SUMMARY Centerline has been contracted to provide a Radio Frequency(RF)Analysis for the following AT&T self support tower facility to determine whether the facility is in compliance with federal standards and regulations regarding RF emissions. This analysis includes theoretical emissions calculations for all equipment for AT&T. 1.1 SITE SUMMARY Analysis MWDa Site USID: 5678 Site FA#: 10074795 Site Name: SOUTHOLD Site Address: 414 05 ROUTE 25,PECONIC,NY 11958 Site Latitude: 41.041329 Site Longitude: -72.458769 Facility Type: Self Support Tower Compliance Sum Compliance Status: Compliant Maximum Calculated AT&T MPE Level on Site 1.66% (General Population Limit): Maximum Calculated Composite MPE Level on Site o 1.70/o (General Population Limit): Maximum Calculated AT&T MPE Level at Ground 1.66% (General Population Limit): Maximum Calculated Composite MPE Level at Ground 1.70% o (General Population Limit): Site Data Information CD: 10074795 CD RevO 05.10.2024 RFDS: RFDS-4586 NYL00229 Design Extract Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 13 1 SOUTHOLD /5678/ 10074795 ql� CENTERLINE 1.2 SITE MITIGATION Signage and barriers are the primary means of mitigating accessible areas of exposure. Below is a summary of existing and recommended signage at this AT&T facility. Existing Signage and Barriers(AT&T Sectors) Location Information Notice Notice 2 Caution Caution 2 Caution 2B Caution 2C Warning Warning 2 Barriers Tower Access 0 0 0 0 0 0 0 0 0 0 Alpha 0 0 0 0 0 0 0 0 0 0 Beta 0 0 0 0 0 0 0 0 0 0 Gamma 0 0 0 0 0 0 0 0 0 0 Recommended Si na ge and Barriers AT&T Sectors —Actions that MUST be Taken Location Notice 2 Caution 2 Caution 2B Caution 2C Warning 2 Barriers Tower Access 0 0 2 0 0 0 Alpha 0 0 0 0 0 0 Beta 0 0 0 0 0 0 Gamma 0 1 0 0 0 0 0 Final Compliant Configuration(AT&T Sectors)—All Mitigation Items that MUST Location Information Notice Notice 2 Caution Caution 2 Caution 2B Caution 2C Warning Warning 2 Barriers Tower Access 0 0 0 0 0 2 0 0 0 0 Alpha 0 0 0 0 0 0 0 0 0 0 Beta 0 0 0 0 0 0 0 0 0 0 Gamma 0 0 0 0 0 0 0 0 0 0 AT&T Policy Items: Tower Base: • Install (1) Caution 2B sign. Centerline•750 W Center Street•West Bridgewater•MA•02379 P a ` e 14 SOUTHOLD /5678/ 10074795 CENTERLINE 2.0 SITE SCALE MAP Alpha Sector Grid size: 10' © ACAUTIOl1 INFO 1 Caution 2 ACAUTION Notice 1 Caution 2B ACAUTION (<V) A2' Notice 2 Caution 2C oAUT M - A2 2 Caution 1 Warning 2 Existing Barrier Proposed Barrier Items to be ❑ Existing .... Proposed Sign Signage/Mitigation Plan removed Sign SOUTHOLD/ 10074795 Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 15 i i SOUTHOLD /5678/ 10074795 CENTERLINE Beta Sector © Grid size: 10' OCAUTIOIi •wrrr�nr INFO 1 Caution 2 ACAUTIOM Notice 1 Caution 2B ACAUTI011 B2 1 Notice 2 Caution 2C a, b, CAUTM v - a2 z Caution I Warning 2 Existing Barrier Proposed Barrier Items to be ❑ Existing ..... Proposed Sign Signage/Mitigation Plan removed Sign SOUTHOLD/ 10074795 Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 16 SOUTHOLD /5678/ 10074795 CENTERLINE Gamma Sector 0 / Grid size: 10' INFO 1 Caution 2 ACAUTION Notice 1 Caution 2B ACAUTION Notice 2 Caution 2C CAUTM - 1 cz z Ij# Caution 1 Warning 2 Existing Barrier Proposed Barrier Items to be ❑ Existing Proposed Sign Signage/Mitigation Plan removed Sign SOUTHOLD/ 10074795 Centerline•750 W Center Street•West Bridgewater•MA•02379 P E g c 17 SOUTHOLD /5678/ 10074795 CENTERLINE Tower Base - Grid size: 10' ACAUTION INFO 1 Caution 2 ACAUTION ' Notice 1 CautionN2B ACAUTION (<V) Notice 2 Caution 2C CAUTION _ Mj1 - Caution 1 Warning 2 *--+—* I� Existing Barrier Proposed Barrier Items to be ❑ Existing Proposed Sign Signage/Mitigation Plan removed Sign SOUTHOLD/ 10074795 Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 18 SOUTHOLD /5678/ 10074795 qFa CENTERLINE 3.0 CALCULATED RF EXPOSURE LEVELS Calculations performed based upon the data listed for this facility have produced the results that are shown below: Maximum Calculated AT&T MPE Level on Site: % of MPE Limit: Accessible General Population MPE Limits: 1.66% Accessible Occupational MPE Limits: 0.33% Maximum Calculated Composite MPE Level on Site: % of MPE Limit: Accessible General Population MPE Limits: 1.70% Accessible Occupational MPE Limits: 0.34% Maximum Calculated AT&T Ground Level MPE: % of MPE Limit: Accessible General Population MPE Limits: 1.66% Accessible Occupational MPE Limits: 0.33% Maximum Calculated Composite Ground Level MPE: % of MPE Limit: Accessible General Population MPE Limits: 1.70% Accessible Occupational MPE Limits: 0.34% Centerline•750 W Center Street•West Bridgewater•MA•02379 P a 4 e 19 SOUTHOLD /5678/10074795IFF;� CENTERLINE 4.0 RF EXPOSURE DIAGRAMS Overview:All Transmitters 4mon 390.0 360 0 3700 360 0 3500 moo no.0 3200 3100 3000 2900 280.0 2700 260 0 250 0 2400 2300 220.0 A 181 AIPM SM& Acosa liaEa 2100 _ 2000 / 1900 �UMi<Y Pde MO,� 1800 AT&T Gamma Sector _ 170.0 AT&T Bala Sector 160.0 S 150.0 EpdpnwR ShMar-f0 i _.._._ M0.0 1300 1200 Equpnaall9ha8ar-10 110.0 1000 IJ1YYfUM-4D. \ 9Q.0 En—mental al%e %of FCC OET 65 Puoho 800 \ 700 ■ s0o0x. 80.0 BuNainp 1-15' 50.0 s00x-a0oox 400 ■ 1aoxxox 300 200 ■ sx-1mx 100 C, 0-5% Grid Size: 10' Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 110 SOUTHOLD /5678/10074795 q�; CENTERLINE Antenna Level:AT&T Transmitters AT&T Alptu Soda c -Equipment shelter-iV l _� ATBT Gamma Sector A78T Beta 5edgr ,. UI�Y Pate-°r, Ermronmental sllee %of FCC OET 65 Puehe ■ SODO%. SgDX-'.aW% . 100 X-Cd0% � Grou�tl Grid Size:10' Centerline•750 W Center Street•West Bridgewater•MA•02379 111 SOUTHOLD /5678/ 10074795 CENTERLINE Elevation View: All Transmitters Lobe Key (GP Limits) ❑0%-100% ■100%-500% AT&T Gamma Sector� ❑500%-5000% AtBi e«a senor 128ft 05000%+ 115ft 91 ft 80ft - _ 38ft UM"P.,� EgWpmeM S�N4r-10� - `— Bullnina 1-15' Grid Size:10' Centerline•750 W Center Street•West Bridgewater•MA•02379 ,, a 4, r; 12 SOUTHOLD /5678/ 10074795 '1 C E N:T E R L I N E 5.0 STATEMENT OF COMPLIANCE Centerline conducted worst case modeling to determine whether the subject facility is in compliance with FCC regulations. ..Based on the information analyzed,AT&T is compliant with FCC regulations. Signage has been recommended for compliance with AT&T internal policy. 5.1 RECOMMENDATIONS Existing Signage and Barriers(AT&T Sectors) Location Information Notice Notice 2 Caution Caution;2 Caution 2B Caution 2C Warning Warning 2 Barriers Tower Access 0 0 0 0 0 0 0 0 0 0 Alpha 0 0 0 0 0 0 0 0 0 0 Beta 0 0 0 0 0 0 0 0 0 0 Gamma 0 0 0 0 0 0 0 0 0 0 Recommende Si na eland Barriexs AT&aT Sectors —Actions tha_ USJr be Taken Location Notice 2 Caution 2 Caution 2B, Caution 2C. Warning 2 Barriers Tower Access 0 0 2 0 0 0 Alpha 0 0 0 j 0 0 0 Beta 0 0 0 0 0 0 Gamma 0 0 0 0 0 0. CompliantContiguration,(AT&T�Sectors)-=;All Mitigatidn ItiemsstliatiMTJST be in P.laee'''. t," ;Y Location Information Notice Notice 2 Caution Caution 2V Caution 2B Caution 2C Warning Warning 2 Y Barriers .Tower Access 0 0 0 0 0 2 0 0 0 0 Alpha 0 0 0 0 0 0 0 0 0 0 Beta 0 0 0 0 '0 . 0 0 0 0 . 0 . Gamma 0 0 0 0 0 0 0 0 0 0 AT&T Policy,Items: Tower Base: • Install(1) Caution 2B sign. Centerline•750.W Center Street•West.Bridgewater•MA•02379 Page 113 SOUTHOLD /5678/10074795 CENTERLINE APPENDIX A:AT&T RF SIGNAGE Sign Description Sign Description Information 1 Sign INFORMATION ACAUTION Caution 2C Sign Gives guidelines on how to proceed and who to contact {#j? Gives specific-information on how to proceed and who to contact regarding INFOR CION regarding areas that may exceed °°'�"�`°w^"""°`"� antennas that are fagade mounted, - either the FCC's General �°moo°,� °,bP• -®•--=_ concealed or on stand-alone Population or Occupational mm naArrtmbvo-nnwro vase. °m ram.ihm mmmumh wb m Prtmmm, - -- _ mamPaw°mA mb mamnF m structures. emissions limits. - Blue Notice 1 Sign Blue Notice 2 Sign Used to alert individuals that they WiTte are entering an area that may Used to alert individuals that they are J C(.)� entering an area that may exceed the exceed the FCC's General A FCC's General Population emissions Population emissions limit.Must A%p,.ww o wm B„•,,,,,,,,Po,�, � �; limits.To be used on barriers or ycuw .bPrtlbhm�mm,IhflketrmgeaM .°,. be positioned such that persons m Fay m kwe mkFmm wm F�m�m q�W�mom;°•� antenna sectors as a hybrid of the approaching from any angle have Information 1 and Blue Notice 1 Immm ample warning to avoid the m PmmPbm mmawwb marked areas. signs. Yellow Caution 1 Sign- CA Rooftop Yellow Caution 2 Sign- Used to inform individuals that ACAUTIQN Rooftop they are entering an area that >> Used to alert individuals that they are entering an area that may exceed the may exceed the FCC's Ar°I�mnWum�m�`�. g Y Bpm/1A5 Poml pv m mhemp m ati 8pwu1'(Ut�PolrthP„aae Occupational emissions limit. , ma ,� ,°•�•^°• FCC's Occupational emissions limit. ermrea•cmimbi.mvnm frbiubq PiEehnmbwYWbm6 o «` Must be positioned such that �� To be used on barriers or antenna (hmanAnrn eooceo-lw.Wwnrme, Lm°u meAlbvwhNWi[U®Ik�mP@mt9 persons approaching from any �mW�mmmn ( sectors as a hybrid of the Information angle have ample warning to 1 and Yellow Caution 1 signs. avoid the marked areas. Yellow Caution 2B Sign- Warning 2 Sign CAUTION Tower Used to inform individuals that they Used to inform individuals that are entering an area that may exceed (���? they are entering an area that the FCC's Occupational emissions onIhlAlAm�l Ai°I°p vIn mmmrttlh Yk limit b a factor of 10 or eater. >hWW.,IB,km,hm PWm•• may exceed the FCC's Y m,mudbeF((hnvPibWlWPvrtlbh B�ae1INiAke,°uammteM9anvm ,2 Must be positioned such that persons `°mx`uArmmunnv.WumF-ee.er Occupational emissions limits. P raPo.mebivslnNPiPb°bR(+mb9 j� mAmmmmPPPbhemhewspam. bN�enbamum�Imo- Must be placed at the base of the approaching from any angle have fPYMA161rtB0h6161811,Wtlm9ud), b°""°.vnmmgo niu.mmmm "°�"°""�° mw°•"' am le warning to avoid the marked tower to warn tower climbers of °�°� _ p g potential for exposure. areas. Centerline•750 W Center Street•West Bridgewater•MA•02379 Page 114 SOUTHOLO :/5678/ 10074195 '1 CENTERLINE APPENDIX.B:FCC GUIDELINES AND EMISSIONS THRESHOLD LIMITS All information used in this report was analyzed as a percentage of the Maximum Permissible Exposure . (%MPE)limits as detailed in 47 CFR§ 1.1310 as well as Federal Communications.Commission(FCC) OET Bulletin 65 Edition 97-01.The FCC MPE limits are typically expressed in units of milliwatts per square centimeter(mW/cm)or microwatts per square centimeter(µW/cm2).The exposure limits vary depending upon the frequencies being utilized..The General Population/Uncontrolled MPE limit(in mW/6m)for frequencies between 300 and 1500 is defined as frequency(in MHz)divided by 1500 (&HA500).Frequencies between 1500 and 100,000 MHzihave a General Population/Uncontrolled MPE limit of 1 mW/cm2(1000 µW/cm). The calculated power density at.each sample point divided by the limit at each calculated frequency provides a result in%MPE..Summing the calculated%MPE from all contributors provides a cumulative%MPE at a particular sample point.Because exposure limits may . vary for each frequency band,it is necessary to report%MPE rather than power density. All results.were compared to the FCC radio frequency exposure rules as detailed in 47 CFR§ L 1307(b) to determine compliance with the MPE limits for General Population/Uncontrolled environments as' defined below. General'pobulation/uncontrolled exposure limits apply to situations in which the general population.may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure.Therefore, members of the general population would always be considered under this category when exposure is not employment related,for example,in the case of a telecommunications tower that exposes persons_in a nearby residential area. Occupational/controlled exposure limits apply to situations in which persons;are exposed as a consequence of their employment and in which those persons,who are exposed have been made frilly aware of the potential for exposure and can exercise control over their exposure. Occupational/ controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general population/uncontrolled limits, as long as the exposed person has been made fully!aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means.Additional details can be-found in FCC OET 65. The FCC mandates that if a site is found to be out of compliance with regard to exposure,any system operator contributing 5%or more to areas exceeding the:FCC's allowable limits will be responsible for bringing the site into compliance. Additional details can be found in FCC OET 65. Centerline•750 W Center Street•West Bridgewater•MA•02379: . P a g e 115 SOUTHOLD /5678/ 10074795 '1 C E N T E RL I N E ,1 Limits for Maximum Permissible Exposure(MPE). (A)Limits for Occupational/Controlled Exposure Electric Field Strength Magnetic Field Strength Power Density S Averaging Time, Frequency Range. tY O 2 : (E) (� [El,[H],or S (MHz) (mW/cmZ) (V/m) (Alm) (minutes) 0.34.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f ... (900A)* 6 30-300 .61.4 0.163 1.0 6' 300-1,500 — -- f/300 6 1,500-100,000 -. -- 5 6 (B)Limits for General Population/Uncontrolled Exposure Electric Field-Strength Magnetic Field Strength Power Density. Averaging Time Frequency Range :(E) " (H) O [El,[1 1 S or (MHz) (row/cm) (V/m) (A/m) (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (180/?)* 30 30-300 27.5 0.073 0.2 30 300-1,500 -- -- f/1,500 30 1,500-100,000 — — 1.0 30 f=Frequency in(MIIlz) *Plane-wave equivalent power density i u e I FCC Limits for Maximum Permissible Exposure(MPE) Plane-wave Equivalent Power-Density 1.000 OccupationaUControlled Exposure General Population/uncontroued Exposure \ \ f0 \ 5 \ \ l � 0.1 0.03 0.3 3 30 300 I3,000 30,000 1300,000 1.34 1,500 100,000 Frequency(MHz) Centerline•750 W Center Street•West Bridgewater•MA•02379- Page 116 SOUTHOLD /5678/ 10074795 .0 E N T E R L I N E APPENDIX.C: CALCULATION METHODOLOGY IXUS electromagnetic:energy(EME)calculation software was used to assess all RF:field levels presented in this study.IXUS software-uses a fast and accurate EME calculation tool.that allows for the. determination of RF field strength in the vicinity of radio communication base stations and transmitters. -At its core,the IXUS,EME calculation module implements evaluation techniques detailed in the ITU-T- K.61,CENELEC EN 50383,and IEC 62232 specifications and referenced in C95.3 IEEE Recommended Practice for Measurements and Computations of Electric,Magnetic, and Electromagnetic Fields mith Respect to Human Exposure to Such Fields, 0 Hz to 300 GHz.The EME calculation result at any point in 3D space is achieved via a synthetic ray'tracingtechnique;a conservative cylindrical envelope method,or through full-wave electromagnetic simulation.The ray tracing method.is an advanced computation method described in IEC 622322 where the power is summed from elemental sources representing the . individual components of the antenna which are selected by an analysis of published manufacturer datasheets and antenna pattern information.The selection of the solution method is determined by the particular antenna being considered. , I Centerline•750 W Center Street•West Bridgewater•MA•02379 . .Page 117 SOUTHOLD ./5678/ 10074795 "1 CENTERLINE APPENDIX D: CERTIFICATIONS I,Michael Fox,preparer of this report certify that I am fully trained and aware of the rules.and regulations of both the Federal_Cominunications Commissions(FCC)and the Occupational Safety and Health Administration(OSHA)with regard to Human Exposure to Radio Frequency Radiation. I have been trained in the procedures and-requirements outlined in AT&T's RF Exposure:Responsibilities,- Procedures&Guidelines document. Michael Fox 6/19/2024 I,Michael Fischer,reviewer and approver of this report certify that I am fully trained and aware of the rules and regulations of both the Federal Communications Commissions(FCC)and the Occupational Safety and Health Administration(OSHA)with regard to Human Exposure to Radio Frequency Radiation. I have been trained in the procedures and requirements outlined-in AT&T's RF Exposure: Responsibilities,Procedures&Guidelines document. Of NEW- �'����, t: F�S�,y�O.p� !Michael Fischer,P.E. *_ * Registered Professional Engineer1Electrical) r New York License Number 101714 Expires March 311 2025 1017 ! . Signed 19 June 2024 Centerline•750 W'Center Street•West Bridgewater•MA•02379 Page 118 SOUTHOLD /5678/10074795 '1 C ENT E R L I N E APPENDIX E: PROPRIETARY STATEMENT. This report was prepared for the use of AT&T to meet all applicable FCC requirements.It.-was performed in accordance with-generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances.The conclusions provided by Centerline are. based solely on' the information provided by AT&T and all observations iri this report.are valid on the date of the investigation.-:Any additional information that becomes available concerning the site should be provided to Centerline so that-our conclusions may be revised and modified,if necessary. This report has been prepared in accordance with Standard Conditions forfEngagement and authorized proposal,both of which are integral parts of this report.No other warranty,expressed or implied,is made:.. i i i i Centerline•750:W Center Street•West Bridgewater•MA•02379 'P a g e 119 Check No, Vendor No, —1 'rown of Southold, New York Payment Voucher #337:3 i Entered by Vcn"r Name Vendor Address Ault Date CityScape Consultants Inc. 2423 S Orange Ave #317 Tendor Felephione N!"Ill'iber 8774380851 Orlando, Florida 32806 Town Clerk WnAw t4ntact Kay Miles hwmm Wo is Invoice No Pon Me Dour Nmobc� Di"'W"I Annuum ChOwd Numhci- Cienctal Le"a Fmd and Account Nw&a "un"e, 5813 10/18/24 i 4,000.00 0.00 100010 38395 ,!Consulting Services 1300214101350 Payee C&SPicatmn Department (Terdfication 1 he undo sWncdjWam+aM)Won;on behall'onk above nanwd AMC 1 Why ceitHy thm the rimehak ahove spedned havo ben wKed A one Aws horch, cenf thm HK brepwT WA m m Y is Mw and eu tat no poin MY em in Wmd Wia%WithOL11-'UbS21LUL1011, the`,Cn'iCCS lncn pat cxcep! as town mot that dw halmone Weir stood W;awmAy KNOW are;Im the quanthin Tawfhne been vained pith We exceptions dlic and o\6-ig' and [hat !ascs fi-inni Nhich 1hc'5wn is,,\cn-ip1 nic cocludcd ol discrepancies nood'and payl-nenl is approv'd 1 itic sipmuo Business Manager - Lompxq Noma We 6128/23 CityScape Consultants, Inc. - Consulting invoice Date Invoice# 2423 S.Orange Ave.#317 Orlando, FL 32806 10/18/2024 5813 Bill To Town of Southold Attn: Planning P.O. Box 1179 Southold, NY 11971 ProjecUContract Review Type Reviews Southold NY MOD Site Reference# Site Address ATT FA 10074795 41405 ROUTE 25 �,,,....... _,.. Description Amount Site Application Review and Analysis ATT FA#10074795 4,000,00 SITE APPLICATION SUBMITTED FOR AT&T WIRELESS TO MODIFY AND UPGRADE EQUIPMENT ON EXISTING 131' LATTICE TOWER; LOCATED AT 41405 ROUTE 25 (AKA 165 PECONIC LN) PECONIC, NY Review completed 7.19.2024 SCTM#1000-75.-5-14.1 PURCHASE ORDER#38395 Please make check payable to:CITYSCAPE CONSULTANTS, INC. Thank you for your business. Total $4,000.00 If you have questions pertaining to this invoice, please call Kay Miles at 877-438-2851. Contact admin@cityscapegov.com should you have questions or require additional information. Thank you. 2423 S.Orange Ave.,#317,Orlando,FL 32806 Tel: 877-438-2851 Fax:877-220-4593 TOWN OF SOUTHO . 11 0 Purchase Order# Date ..._......_�..._.w�.�............�___w_ � Account# 51-,,�bW.4.5b.366V Deliver and send billing to: Vendor Department ���^► � �4� � � ( ��' � Address s��nfil�slr_� (L�I�1 I VENDOR **Return this copy and Town of Southold voucher itemized and signed for payment** ITEM QUANTITY DESCRIPTION UNIT COST TOTAL THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THE APPROPRIATION CHARC _..._.M..__......_... .__.. . .�._........�..............M. Dept. Head I CERTIFY THIS TO BE A JUST AND TRUE PURCHASE ORDER Supervisor np Consulting Invoice CON7 1LT',NT3, IN Date Invoice# 2423 S.Orange Ave.#317 Orlando, FL 32806 10/18/2024 5731 Bill To Town of Southold Attn: Planning P.O. Box 1179 Southold, NY 11971 Project/Contract Review Type Reviews Southold NY COLO/MOD Site Reference# Site Address TMO L103110A 21855 COUNTRY RD 48 Description _ Amount Site Application Review and Analysis-TMO L113544A/CUTCHOGUE 4,000.00 SITE APPLICATION SUBMITTED BY T-MOBILE TO MODIFY AND UPGRADE EQUIPMENT ON EXISTING 108 FOOT MONOPOLE TYPE TOWER (CCI BU#806579); LOCATED AT 21855 COUNTRY ROAD 48, CUTCHOGUE, NY Review completed 12.11.2023 SCTM#1000-96.-1-19.1 PURCHASE ORDER#37021 (WO 2004) Please make check payable to:CITYSCAPE CONSULTANTS, INC. Thank you for your business, Total $4,000.00 If you have questions pertaining to this invoice, please call Kay Miles at 877-438-2851. Contact admin@cityscapegov.com should you have questions or require additional information. Thank you. 2423 S.Orange Ave.,#317,Orlando,FL 32806 Tel: 877-438-2851 Fax:877-220-4593 r Ns OWN OF HOLD 4 T T ZOO 101- Purchase Order# ... .__,. .......... . �_ ...5... ... . .. . ...�_ .. ...... Account# .... _.....�..... .� Date �.. .w........ � .... .�.......�:. ._...._..... .............._. Deliver and seed billing to Vendor 2, Department Address Y Y �. 'pro Ckq 4 VENDOR **Return this copy and Town of Southold voucher itemized and signed for payment" ITEM QUANTITY DESCRIPTION UNIT COST TOTAL r � m� 11.4 THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE DEPARTMENT'S CERTIFICATION OF GOODS OR SERVICES SUFFICIENT FUNDS AVAILABLE IN THE APPROPRIATION CHARGE I certify that the goods or services were received by this Departrrient and all exceptions duly noted. _.. ,.. _. .m ','77 Dept. Head I CERTIFY THIS TO BE A JUST Signed Title AND TRUE PURCHASE ORDER Date supervisor DEPARTMENT BI ING COPY OFFICE LOCATION: MAILING ADDRESS Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 1 t971 (cor. Main Rd.&Youngs Ave.) Telephone: 631-765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: June 20, 2024 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. . Applicant/Project --- y Tax Map # Amount Check Date/No. Name &.TYpe.. ... Animal Shelter 75.-5-14.1 es at Southold _ $4000.00 6/17124-#2173 Centerline Communications 2173 a :k`feu°UNTIFR S rrE 3oI JU BrgDGyex.:f"F=T E B,MA 0237 I'r545 i r DAD- "ID r n 002173,1" I:0LL30is4 ?81: ?992❑0? 208o 1 + P TOWN OF SOUTHOLD Purchase Order# 38395 @ 1 F Date � _ Account# Deliver and send Tilling to: Vendor ` e y Department y ffi f o. 0 4 Y 6 o n Address 5 r S p1111111 s' „. MIYIIIYMMM�W� RA�ANYNNAWM I a MEND QR "Return this copy.and Town of Southold voucher itemized and signed for payment" f ITEM QUANTITY DESCRIPTION UNIT COST TOTAL i . i r , 4 ,e 3f "r, 6 H of � ii ry 1 > THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT.HEAD AND THE SUPERVISOR CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THE APPROPRIATION CHAttEC Dept. Head �r CERTIFY THIS TO BE A JUST AND TRUE PURCHASE ORDER Supervisor DEP MIENT coPY � o OFFICE LOCATION: MAILING ADDRESS Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone: 631-765-1938 Southold,NY www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: June 20, 2024 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below.. Please deposit into B691 Deferred Revenue Account. Thank you. ApplicantlProject - - µTax Map# m µµAmount Check-Date/Noµ AT8�T U Name & T V rades at Southold $4000. 173 Animal Shelter_. .._ 75.-5-14.1 Centerline Communications Viwr,y„"a"v➢�'„�,,a ll' ,,A��� �� ,., ux� w'7 G' N ," " Y 4„� vli;+ ( �,"," ii�;hI„�" �, „��,mu%�," av �M ���'b F""";��,� `� �,w "�" f ��Tr � .�� /u a!�`i iwti+'�k3ik,r "i CENTERLMIE COMMUNICATIONS LLC- 2173 �4 750 W CENTER ST STE 301 7hiu1 W BRIDGEWATER,MA 02379-1 54 5 wkx DATE ek PA y ° .... 'C» G L. A ,.a e .LAN TRH ?R9 2Du4 208ii irOD 2 1 ? 3u 1:D 113D1,4 ?8t. � OFFICE LOCATION: Town Hall Annex MAILING ADDRESS 54375 State Route 25 " - P.O. Box 1179 Southold,NY 11971 (cor. Main Rd.&Youngs Ave.) Southold,NY Telephone: 631-765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date, June 20, 2024 Re; Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. Applicant/Project ....... .. Tax ..Map ..# -Amount........... .. .. .... ..................... Checckk D Daate/No. .. ame & Typ-, .__.__......... ... AT&T Upgrades at Southold 1 $4000.00 6/17/24 -#2173 Animal Shelter 75.-5-14.1 Centerline Communications - ..... ..... . CW IF,e� ,,:;, �aW >ri ,, 11 fib ? ✓.,i)Yf & J ;/f /nJ 1 IV f CEN"rERi ifutE COMMIP NIC I IONS ill i �C 2173 W B D WATER,MA 02379 V 4 s �„, w 3-44d/992 f m P AY � DATE .... _ _ ..... . ...°�_ �.� �w_.. ... .. . `' �. u�a uu�i: appl Y f/. /'/ I'IN NNa / n DO 2 1 ? 3u i:D L 13044 ?8i: ?99 2DO ? 20811"