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1000-18.-5-13.8
TITLE SHEET SUBMITTALS Fax # (518) 690-0793 T-1 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: T-MOBILE NORTHEAST LLC LONG ISLAND), CALL NEW YORK 811, INC. UNDERGROUND FACILITIES BEFORE YOU TO OBTAIN LOCATION OF PARTICIPANTS DIG IN NEW YORK (5 BOROUGHS AND TOLL FREE: 1-800-272-4480 OR www.newyork-811.comBEFORE YOU EXCAVATE WORKING DAYS NOTICE NEW YORK STATUTE REQUIRES MIN OF 2 Know what's SITE PLAN SUBMITTALS Fax # (518) 690-0793 C-1 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: COMPOUND PLAN SUBMITTALS Fax # (518) 690-0793 C-2 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: EQUIPMENT PLAN & ELEVATION SUBMITTALS Fax # (518) 690-0793 C-3 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: ORIENTATION & RF SCHEDULE ANTENNA SUBMITTALS Fax # (518) 690-0793 C-4 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: SPECIFICATIONS EQUIPMENT SUBMITTALS Fax # (518) 690-0793 C-5 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: SITE UTILITY PLAN SUBMITTALS Fax # (518) 690-0793 E-1 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: COAX/FIBER PLUMBING DIAGRAM SUBMITTALS Fax # (518) 690-0793 E-2 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: SITE GROUNDING SUBMITTALS PLAN Fax # (518) 690-0793 G-1 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: GROUNDING DETAILS SUBMITTALS Fax # (518) 690-0793 G-2 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: GROUNDING DETAILS SUBMITTALS Fax # (518) 690-0793 G-3 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: GENERAL AND ELECTRICAL SUBMITTALS NOTES Fax # (518) 690-0793 N-1 Office # (518) 690-0790 Albany, NY 12205CHECKED BY: PROJECT NO: 1033 Watervliet Shaker Rd DRAWN BY: T. -Mo bile T-MOBILE NORTHEAST LLC «v1 ypa� LI13883A �a�LL ORIENT FIRE DEPT z - SUBMITTALS A -R 23300 MAIN ST ORIENT, NY 11957 VICINITY MAP PROJECT NO: 317-000 ORA RWF e (7076 V2 GROUND 6102 MVAC) MB E GENERAL NOTES PROJECT SUMMARY ' p � I.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH 8,THE CONTRACTOR SHALL PROVIDE A FULL SEf OF SITE NUMBER: L113883A APPLICANT: T—MOBILE NORTHEAST LLC ALL LAWS,ORDINANCES.RULES,REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE SITE NAME: ORIENT FIRE DEPT 400 STREET RD . ° ORDERS OF ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS BENSALEM,PA 19020 S T ff` COMPANY SPECIFICATIONS,AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH SITE ADDRESS: 23300 MAIN S7 ATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. ORIENT,NY 11967 ' 'T4 SITE WORK.THE WORK PERFORMED ON THE PROJECT AND THE OWER OWNER: AMERICAN TOWER CORPORATION PROJECT MANAGER: AMERICAN TOWER CORPORATION ~ MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH 9.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT 116 HUN ROTOR AVENUE,11TH FLOOR Rt?'ESS1� ' ALL APPLICABLE CODES,REGUTAnONS AND ORDINANCES. DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY BOSTON,MA 02116 PROFS':S t)NAI.SEAL RESPONSIBLE FOR ALL CONSTRUCTION MEANS,MEHODS, ATC SITE NUMBER: 373337 2.THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES,SEQUENCES,AND PROCEDURES ANO FOR TAT./LONG.: AT-08'33.5"N/72.17'58.1"W CONTACT: BLASE PAYNTER F FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. 781-926-4636 _ COMPLETE SCOPE OF WORK.THE CONTRACTOR BIDDING THE JOB CONSTRUCTION TYPE: 118 THIS OOCUN�NT IS THE C,REATI.N, IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR IO.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY USE CROUP: U DE HIGNDp OPERT GTHCOPYRIGHTED - ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE ARCHITECT/ENGINEER:INFINIGY ENGINEERING 'WORK OFT MOBILE ANY DUPUCATKIN EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND WORK BY THE ARCHITECT/ENGINEER,THE STATE,COUNTY,OR PROPERTY OWNER: ORIENT FIRE DISTRICT 1033 WATERVUET SHAKER ROAD OR U6E'MTHOUT EXPRESS W42ITTEN. IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE LOCAL GOVERNMENT AUTHORITY. JURISDICTION: TOWN OF SOUTHOLD ALBANY,NY 12205 CONSENT IS STRICTLY PROHIBI FG. DOCUMENTS 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PARCEL ID: 1000-018-00-05-00-013-008 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE BEESONSIBIuIY PROTECT EXISTING IMPROVEMENTS,EASEMENTS,PAVING, CONTACT: MATT DI€ € ZONING: INSTITUTIONAL NGTE IF DRAWINGS ARE 22 A4,USE ` OF NOTIFYING(IN WRITING)THE T MOBILE REPRESENTATIVE OF CURBING EC. DURING CONSTRUCTION.UPON COMPLETION OF 443-567-8791 CALLS 9RTF[ ANY CONFLICTS,ERRORS,OR OMISSIONS PRIOR TO THE WORK THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY - GRAF9IICAL SCALE Ah9)roR v2 TIMES - SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE OFTHE NOTED SCALE. DO NOT SCALL DRAWINGS DIRECTED ISHALL N THE WRITINGRE OTHERWISE. CLEAN EXPENSIVE WORK,UNLESS 2.THE CONTRACTOR CLEAN AND HAZARDHALL FREEKEEP DURINGEGENERAL CONSTR CONSTRUCTION AND DISPOSE ®EXISTING MONOPOLE El EXISTING CABINET EI IEET INDEX SHE NUMBER: OF WORK.IN THE EVENT OF DISCREPANCIES,THE CONTRACTOR PROJECT DESCRIPTION LI13883A OF ALL DIRT,DEBRIS,RUBBISH AND REMOVE EQUIPMENT NOT ❑EXISTING LATTICE LOWER (G) El SHEET` DESCRIPTION REVISION SITE NAME: CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND 4.THE SCOPE Q WORK SHALL INCLUDE FURNISHING OF ALL ❑EXISfNG RBS 2106 ❑INDOOR T-1 TITLE SHEEP i ORIENT FIRE DEPT CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE MATERIALS,EQUIPMENT,LABOR AND ALL OTHER MATERIALS AND SPECIFIED AS REMAINING ON PROPERTY.PREMISES SHALL BE ❑EXISTING LATTICE TOWER❑ExI6nNG RBS 3106 O EXISTING C-1 SITE PLAN ARCHITECT IN WRITING OF ANY DISCREPANCIES LEFORE PROCEEDING LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, _. LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT DUST,OR SMUDGES OF ANY NATURE. ❑EXISTING WATER TANK ❑EXISnNG 512000 STEEL LTE C-2 COMPOUND PLAN 1 OR�EM,INY 1957T WITH THE WORK OR 8E RESPONSIBLE FOR SAME. AS DESCRIBED HEREIN. ❑EXISTING BNKDIRL ❑ EX Res 6102 EXISTWG C-3 EQUIPMENT PLAN&ELEVATION 1 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA ❑SITE SUPPORT CABINET E)"WE P`AAORM � - 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR i0 THE El FLAGPOLE ---- REQUIREMENTS,AS WELL RE THE LATEST EDITIONS OF ANY ❑EXREUD PPL C-4 ANTENNA ORIENTATION O S SCHEDULE 1 SUBMISSION OF BIDS OR PERFORMING WORK TO FAMINARIZE PERTINENT STATE SAFETY REGULATIONS. El EXISTING FORE W�tln ❑GPS ❑PANE169ARp C-5 EQUIPMENT SPECIFICATIONS - i SHEEP TITLE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE _ E-1 SITE UTILITY PLAN 1 PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE 14.THE CONTRACTOR SHALL RS ON THE OF REPRESENTATIVE T—MOBILE NORTHEAST LLC PROPOSES THE MODIFICATION OF AN E-2 COAX FIBER PLUMBING DIAGRAM 1 CONTRACT DOCUMENTS. WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT UNMANNED WIRELESS BROADI FACILITY,SWAPPING Ta cern x�ownon or au<�c=nxrs I y ooxov resacronerou DOCUMENTS.THE CONTRAC OR IS NOT TO ORDER MATERIAL OR (3)EXISTING G-1 SITE GROUNDING PLAN TITLE SHEET ox xry nxwo. 6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT ANTENNAS WITH(3)PROPOSED AFTENNA9 ADDITION OF(3) 0-2- GROUNDING DETAILS I H WITH CONSTRUCTON PRIOR TO STARTING WORK ON ANY ITEM UNTIL CONFLICT 15 RESOLVED BY THE T—MOBILE PROPOSED ANTENNAS ANP PFFD REU6E,GPS ANTENNA AND NOT CLEARLY DEFINED BY THE CONSTRUCTION EXISTING EQUIPMENT CABINETS. G-3 GROUNDING DETAILS 7 TOLLwwwwy REPRESENTATIVE, DRAWIGS/CONTRACT DOCUMENTS. N-1 GENERAL AND ELECTRICAL NOTES 1 75.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS, Know what's b610W. 7.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS - SHEET NUMBER GeIIIN4..Y.Edig,n roxE.o�ExcAvnre PROPERTY LINES,ETC.,ON THE JOB. ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS 76.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO _. UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK, I T-1 ORDINANCES TAKE PRECEDENCE. SHEET 1 QF 12 SHEETS INFINICY HAS NOT FIELD VERIFIED THE GEN[RAL SITE NOTES' ��/��• p EXISTING T-MOBILE EQUIPMENT AT TIME OF (ISSUANCE OF THE DRAWINGS.CONTRACTOR 1. A COMPLETE BOUNDARY SURVEY OF THE HDSL PARCEL HAS NOT !1 TO VERIFY PRIOR TO INSTALLATION. F BEEN PERFORMED BY INFINICY.BOUNDARY INFOP ARROM IF SHOWN / \ WAS OBTAINED FROM INFORMATION PROVIDES BY OTHERS PROPERTY IS SU&IECT 1 11 EASEMENTS AND RESTRICTIONS OF RECORD, HOST PARCEL: t1 \ \ 2. BASEMAPPINO INFORMATION&SED ON PROVIDED INFORMATION PRI T FIRE C F 2RENT FIRE DISTRICT \ - \ 3. CONTRACTOR i0 FIELD VERIFY DIMENSIONS AS NECESSARY BEFORE 23300 MAIN ST / �('�/ _ t;L \\\\\\ CONSTRUCTION. ORIENT,NY 11957 j \ \ \ \ G. ISE PROPOSED OEIkLOPMENT DOES NOT INCLUDE SIGNS OF AREA:4.43 ACRESB, \ \ ZONE:662 /`� \ _ \\\ \\\ g 5. THE PROPOSED DEVELOPMENT IS UNMANNED AND THEREFORE WES 7 /' �A✓p-"� \ NOT flEOUIRE A MEANS of WATER SUPPLY OR SEWAGEPo DISSAL �( yyyx T, \ \ / 6. NO LANDSCAPING WORK IS PROPOSED IN CONJUNCTION WITH THISa o W \ DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN. � o THE PROPOSED DEVELOPMENT DOE NOT INCLUDE a �,/�•'/O OUTDOOR STORAGE oR ANY KNEWWASTE RECEPTACLES. \ \` UTILITIES SHOWN ON PONT ARE TAKEN FROM OWNERS RECORDS \ \ AND RECD LOCATION OF VISIBLE SURFACE FMIND VE. THE \ EXISTENCE,OF AND ENACT T SUN AND VERTICAL SUBMITTALS '< _t APPROXIMATE LOCATION \ LOCATIONS OF MRKON HAS NOT BEEN VERIFIED.ANY CONTRACTOR E o ory 'A€xr5�+ OF EXISTING PROPERTY \ PERfORMING WORN ON TH6 SITE MUST CONTACT MISS UTILITY AT I �t LEAST 48 HOURS PRIOR TO COMMENCING WORK. —1 IVVENNW LINE(TVP) g. ALL OBSOLETE OR UNUSED FACILMES SHALL BE REMOVED MAIN avwt. / j / ' •I/"" \ 12 MONTHS OF CESSATION OF OPERATIONS. e/UW I / 1 / } � —9 EXISTING FIRE 67 t \ �EXISTINO DEPT.BUILDING \ ®� SITE LEGEND PARKING LOT-\ `SAT' _ SITE PROPERTY LINE 6 \Y \ EXISTING \ STREET OR ROAD 5 \ PARKING LOTS ` CHAIN LINK FENCE A-1111111 BUILDING(EYE) \ �— OPAQUE WOODEN FENCE TREES/SHRUBSEEU gat tl 5t \ �r""`�IN LINE PROJECT NO: 317-000 UTILITY POLE - b5 \ CHECKED BY MB -*A, (t (E) EXISTING _- t i (N) NEW "(}F Nr k _ '; rJ (P) PROPOSED T (F) FUTURE I , 1 \ // ~ � THIS DOCUMENT IS THE CREATION, 1 � � ON�tiK OFTMO LE ANV D�PPLRCATIDN '' , OR USE iMTHOl1TEXPRESS WRUTEN \ CONSENT IS STRICTT-V PROHIBITED. 4 EXISTING FENCED .y T A \\\ RAMNGSARE22USE EQUIPMENT COMPOUND H1CkLSC1Q1HMESNOTE OFTHE NOTED SCALE. SITE NUMBER: L113883A SITE NAME: ORIENT FIRE DEPT ` 1 l 233COMAIN STREET ORIENT,NY 11857 I \ SHEET TITLE GRAPHIC SCALE SITE PIAN r,s 1 - r 80' 40' 0 40' 80' SHEET NUMBER SITE PLAN SCALE'AS NOTED C•1 SCALE: 22"x34" SHEET i"= 40' CALLED NORTH SCALE: 11"X17" SHEET 1°= 80* SHEET 1 OF 12 SHEETS INFINIGY HAS NOT FIELD VERIFIED THE G€NERAL SITE NOTES' EXISTING T-MOBILE EQUIPMENT AT TIME OF ISSUANCE OF INE DRAWINGS.CONTRACTOR A canPLEFE BOUNDARY SURVEY of THE 1107 PARCCL HAS NOT + LTO VERIFY PRIOR TO INSTALLATION. BEEN PERFORMS BY INFINIGY.BOUNDARY INFORMATION IF SHOWN I WAS OBTAINED FROM INF9RMALAN PROVIDED DY OTHERS.PROPERtt IS SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD- 2. RASEMAPPRO INFORMATION BASED ON PROMOS INFORMATION- }} 3. CONTRACTOR TO FIELD VERITY OIMEMICE1 AS NECESSARY BEFORE CON STPREFER - < RIE PROPOSED DEVFLOPMENT ODES NOT INCWDE SIGNS OF ADVERTISING. 5. THE PROPOSED DEVELOPMENT E UNMANNED AND TITER FORD COOS EXISTING 3NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSL AL 5a o BUILDING 6. NO LANDSCAPING WERE IS PROPOSED IN CONJUNCTION WITH THIS o DEVELOPMENT OTHER THAN THAT WHICH IS SHOWN. EXISTING FIRE 7. THE PROPOSED DEVELOPMENT BOSS NOT INCLUDE TOWER DEPT LATTICE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. 8. UTILUES SHOWN ON PIAN ME MARGO FROM OWNERS RECORDS i AND FIELD LOCATION OF ASISE SURFACE FEATURES. THE EXISTING ICE BRIDGE BISTENCE,EXTENT AND EXACT HORIZONTAL AND VERTICAL SilBMITTAES BY OTHERS(TVP.) LOCATIONS OF UTILITIES HAS NOT BEEN VERIFIED,ANY CONTRACTOR Y M. ftCns PERFORMING WORK ON THIS SIZE MUST CONTACT MISS UTILITY AT -- LEAST 48 HOURS PRIOR i0 COMMENCING WORN, C 9. ALL OBSOLEIT OR UNUSED FACILITIES SHALL SE REMOVED WITHIN a AWxa PROPOSED H-FRAME W/PROPOSED PPC&PROPOSED 12 MONTHS OF CESSATION OF OPERATIONS- ,# _ - CIfNA BOX EXISTING EMPTY 6'X10' SITE LEGEND - CONCRETE PAD(TYC) eT`* ------- SITE PROPERTY LINE 1t PRPPR5E0(1)T WRt E S17E ' S _ STREET OR ROAD SUPPORT CABlhET Y v PROPOSED HI W/ 11 NERNA e *; PROPOSED FIBER JWCRON BOX -- CHAIN LINK FENCE i- &PROPOSED COIF OPAQUE WOODEN FENCE TREES/SHRUBS EXISTING ACCESS CATE F-.r-^'�.�TREE LINE PROJECT NO: 317GOO 0 ` - DRAWN BY: RMj' EXISTING SHELTER .- i x UTILITY POLE Cf OTHER CARRIER _— _ CHEM MIT EXISTING MONOPOLE 1 (E) EXISTING EXISTING ACCESS GATE 4 r ,t T. (N) NEW 2SS`' ST #�sfj EXISi7NC UTILITY (P) PROPOSED , - H-FRAME(TYP.) (F) FUTURETO {�Ei s >, t EXISTING CONCRETE PIER EXISTING ICE BRIDGEQ7 oj- T _ ` a'}' _ t 8Y OTHERS(TVP.) TO BE REMOVED(T)P OF 4) p t PROPOSEDT-MOBILE LlGHJS - (TYP PER CORNEA) ' T �/ - -- 1 EXISTING TRANSFORMER THIS DOCUMENT 15 THE CREATION, ON CONCRETE PAD DESPIN,PROPERTY AND COPYRFGHT'EO PROPOSED 12x26 'P'i I>" WORK OF T-MOBILO ANY DUPLICATION T-M0871f LEASE AREA _r - n s OR USE WITHOUT EXPRESS WRITTEN PROPOSED T-MOBILE EINi1PMENT \ l - T s - PROPOSED(18)T-MOBILE 7/B° CONSENT IS STRICTLY PROHIBITED T L`� COAX CABLES(1115) AREA ON 8:Y20'GONCRf7E PALO >uM {" _ 'NOTE.IFDRAWdNGS AREzz'xaa",USE _ 'T PROPOSED T-MOBILE ICE-BRIDGE PROPOSE08X20T-MOPfLE .4 '£�"` - - GRAPHICAL SCALE ANOtQR 1l2 TIMES EXISTING CELL SITE CABINET CANOPY(#SIGH REMBMWC ' Y 4 - OF THE NOTED SCALE_ CUL z ON CONCRETE PAD S7RDC7IRAL AHAEJ9S)— r ��'(��� SITE NUMBER: EXISTINGFENCED r `' L113883A EQUIPMENT COMPOUND } ' I EXISTING CONCRETE `- \ EQUIPMENT PAD SITE NAME: - BY OTHERS ORIENT FIRE DEPT EXISTING GENPLUG `-,.' - 23300 MAIN STREET ON H_FRAME ORIENT,NY 11957 TELCO BOX ON ' P 1 = SHEET TITLE H-FRAME r —EXIII.ACCESS SITE COMPOUND PLANT GRAPHIC SCALE III 10' 5' 0 5 0' SHEET NUMBER 1 COMPOUND PLAN SCALE-AS NOTEa CALLED NORTH SCALE: 22°X34" SHEET 1 5' C'2 SCALE: 11"x17" SHEET 1"- 10' SHEET 3 OF 12 SFIEETS I INFINIGY HASNOT FIELD VERIFIED THE NOTE c a.Mobil@- I EXISTING T-MOBILE EQUIPMENT AT TIME OF INFINIGY ENGINEERING HAS NOT EVALUATED THE j'1j C ISSUANCE OF THE ORpWINGS.CONTRACTOR TOWER OR MOUNT LOADING FOR THIS SITE,ANO Ij TO VERIFY PRIOR 70 INSTALLATION. ASSUMES NO RESPONSIBILITY FOR ITS STAUCTiFRA. INTEGRITY REGARDING ITS EXISTING OR PROPOSED - PROPOSED T-MOBILE TOILER LOADINC. FINAL INSTALLATION 10 COMPLY WITH EX7FN57ON RESULTS OF PASSING STRUCTURAL ANALYSIS. �'h)) V �g Pm -PROPOSED(t)T-MOBILE 517E B SUPPORT CABINET Z E EXISTING CONCRETE PIER TO BE REMOVED(T(P OF 4) PROPOSED T-MOBLE COUP T ON PROPOSED H-FRAME PROPOSED r M08LE PPC f CSV PROPOSED H-FRAME PROPOSED T-M081[f F78£R I I SUBMITTALS A�siou S�ACKBOX ON PROPOSED H-FRA PROPOSED CtENA ENCLOSURE N-FRAME LW PROPOSED H-FRAME I F _ PROPOSED T-ML'81LE PROPOSED T-MOBLE PANEL f ICE-BRIDGE AN7ENNA(TM OF 1 PER I / - SECTOR,3 TOTAL) I _ -- f' EXISTING CARRIER I ICE BRIDGE ! -- EXISTING MONOPOLE f r t f: PROJECT NO: 317 ON A f Y _ I DRAWN BY: RWF ` MR �t I w d a4 < o PROPOSED(18)T-MOBLE 7/8' I COAX CABLES(015) - E • L>: m w - Hi 4 S -.X' t ` - PROPOSED(18)T-Oft 7/81- FROPOSED T-MOKE L)QM COAX CABLES(1115 � I I �QF£SSk4�P (TVP OF PER COW") I I ! THIS DOCUMENT 15 THE CREATION, f RT-MPEOEBRRITTLYYSAND OP1°W3CGANTED, x ° G III OR USE WITHOUT EXPRESS WRITTEN 2P Jf CONSENT IS STRICTLY PROHIBITED- . I .��` NOTE:IF GRAWiNGS NE 22°x34°,USE ,L��O I 1 �GRAPHICALSGLE ANDIORI�2 TIME& 6F THE NOTED SCALE. i I SITE NUMBER: Ll 13883A PROPOSED 8'X20'' T-MOBLE CANOPY ,i I SITE NAME: _ ORIENT FIRE DEPT f! 23300N STREET ,It � ORIENT, NY 1107 SHEET TITLE EQUIPMENT PLANS &ELEVATION GRAPHIC SCALE 4 2' 0 2' 4' SHEET NUMBER - 1 EQUIPMENT PLAN scALE A5 NDTEO z TOWER ELEVATION C•3 CALLED NORTH SOALE (11x17)1 1" = 4'-0' - Nbi P➢SChEE SCALE (22x34): 1" = 2'-0" SHEET I 111 12 SHEETS INFINIGY HAS NOT FIELD VERIFIED THE 'EXIS TING T-MOBILE EQUIPMENT A7 TIME OF .S �Nletile�� ISSUANCE OF THE DRAWINGS.CONTRACTOR 1 TO VERIFY PRIOR TO INSTALLATION. x w xnm,e..�u PRt}PCISEO T-MOBILE PANEL ANTENNA T 2 g I (TYPO OF(1)PER SECTOR(3) SECTORS TOTAL) C-4 — 6 -- crDR PROPOSED RF SYSTEM SCHEDULE Z 11 P1 T9 Magi` SECTOR ANT. ANTENNA MODEL{f VENDOR AZIMUTH M®TILT E-TILT TMA MODEL FRO MODEL CABLE CABLE CABLE CABLE LENGTH QUANTITY DIAMETER TYPE Z A A-) 58NNhI0658 AADREW 70' 0' 3' I (2)TION IMA - 115' 6 7/e' Gt7AX ILII -5 G54R t EXISTING STEALTH B B-1 SBNW-ID65B ANDREW 190' 0' 3' (2)7N4N 7MA - 715' 6 7/e' CD.OX SUBMITTALS N MONOPOLE TOWER C C-1 SBNHH-ID658 ANDREW - 250' 0' 3' (1)TFf1N IMA -1i5' 6 lj6' G12gX rov= b is �'� r are wPn �noxs (y 3 ANTENNA ORIENTATION PROPOSED - 1.�.r _ O To SCALL f 2\RF SCHEDULE (PROPOSED) CALLED NORTH - 10T Td SGhLE ® PROJECT NO: 317000 E DRAWN BY: RWF3 I GHECKE0 BV: MB PROPOSEDa�-PANEL ANTENNA NEW PROPOSED ANTENNA MOUNTING " J' 1 BRACKET WITH TILT �Aj'"8 T Q PROPOSED 8'X 2("Pit T S - PROPOSED I O.D.ANTENNA (CONTRACTOR TO VERIF MOUNTING PIPE(8'1 ) - TYP-OF 1 P EACH ANTENNA) u � � 1.SPECIFICATIONS/CODES:PROPOSED MOUNTING -CONCRETE WORK SHALL BE PERFORMED INACCORDANCE WITH LATEST EUIZION OF THE ACI CODCBRACKET(TYPO) -STEEL WORK SHALL BE PERFORMED IN ACCORDANCEWITH AIDCSTEEL CONSTRUCIFION MANUAL, 9TH EDITION. THISD°Y.�{1M'cNTIS THE CREATION. PROPOSED AT&T TMA PROPOSED -WELDING SHALL BE PERFORMED IN ACCORDANCE DES:GN,PROPERTY AND COPYRIipiTE0 (TYPO OF 1 PER ANT.) WITH AMERICAN WELDING SOCIETY(AWS)D1.1-92 WORK OF T-MOBILE.ANY DUPLICATION (SEE 8/A-2} ANTENNA(TYPO) "STRUCTURAL WELDING"CODE-STEEL, OR USE WITHOUT EXPRESS WRITTEN j -REINFORCING STEEL SHALL BE PLACED IN CONSENTISSTRICnVPROHISHEO- ! ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE(CRSI),"MANUAL OF STANDARD ;NOTE:IF DRAWINGS ARE 22�,,USE PRACTICE.' GRAPHICAL SCALE ANOIOR 1Q TIMES I 2.MATERIALS: OF THE NOTED SCALE. -CONCRETE: R,'-3000psi.(MIN.U.N.0,) SITE NUMBER: -REINFORCING STEEL:ASTM A615,GRADE 60. PROPOSED MOUNTING -WIRE MESH: ASTM A185. LI13883A BRACKET(TYP.) -STRUCTURAL STEEL:ASTM A36. SITE NAME: -FILE IRODES FOR WELDING:E 70x.. ORIENT FIRE DEPT W ! PROPOSED ANTENNA I -GALVANIZING: ASTM A153(BOLTS)OR ASTM A123 P3300 MAIN STREET MOUNTING BRACKET (SHAPES,PLATES). O300 MAN STREE -EXPANSION BOLTS:HILTI KWIK BOLT II,STAINLESS 11957 Q ® Q PROPOSED JUMPER CABLES STEEL,3/4"6x43/4"EMBEDMENT OR AN APPROVED B50 900 R� HET EQUAL' SHEEP TITLE �fe- ANTENNA ORIENTATION& NTENNA NQ PE w D WEIGHT RF SCHEDULE SBNHH-1D65B WCS Ell 7,1' 50.7' SHEET NUMBER ANTENNA DETAIL ANTENNA MOUNTING DETAIL - NOT TO SCALE - NOT TO SCASE C-4 _ - 3 NOTES SHEET 5 OF 12 SHEETS 15 WATT KNUCKLE MOUNT LED �MObllp�. I M b le SPOTLIGHT(DARK SKY COMPLIANT f100D LIGHT OR _ APPROVED EQUAL) PIPE CAP aE�a,=nzm, MANUFACTURER'S CABLE OR OTHE7CABLE N07E: �onSUITABLE FOR EXTENDED SUNLIGHE •PROPOSED SITE EQUIPMENT LIGHTS TOBE COMPUANT WITH DARK SKY LAW ANDa METALLIC CABLE TERMINAT - L4 Al MUNICIPAL ORDINANCES ao N 3"STD.STEEL POST _3T 32i'"N i$a WEATHER PROOF 60 MIN. Z o ROTARY TIMER LIGHT SWITCH ) 3J4"ROD CONDUIT FOR(3) suawT7AL8- #12 AWC ELECTRICAL RUN Toa e #2 AWG BARE SOLID TINNED ry iv 9" COPPER WIRE TO GROUND RINE -1 N i 1_12 EXOTHERMIC WELD I TYP 3/16' � - A 3 STD SCH.40 TO NEW PPC CABINET i GALV STEEL POST (4)1/2 THIRD BOLT SECTION A aim 1 SITE LIGHT DETAIL PROJECT NO: 317-000 NOT TO SCALE I HP KE : RVVF MB I CHECKED P�-NEW � CABINET WEIGHT(WITHOUT BATTERIES): 330 KG[728 LBS] =101NTTD,Ll CABINET COLOR AS MANUFACTURED:GREY,RAL7035 GLOSSY "D ,k CABINET CLEARANCES: FRONT: 700mm[-28'. (- SIDES: 100mm REAR: 200mm1300[51.18"] I TAG Rid �. - - TAHi THIS $.TSUMENTIS THE CREATION, Ge55N PROPERTY ANDCOPYR D I 1 02 WORK OFTMOBILE,ANY DUPLICATION f _ OR USE WITHOUT EXPRESS WRITTEN t 2D CONSENT IS STRICTLY PROHIBITED (TAG NOTEff DRAWINGS M1RE 2Yx34',USE 20' GRAPHICAL SCALE ANDIOR 112 TIMES OF THE NDTED SCALE. .'CHAA4FER ®i2"O.C. o ! SITE NUMBER: �I LI13883A SITE NAME: ORIENT FIRE DEPT 1.TWO METALLIC TAGS SHALL 8E ATTACHED AT EACH END 23390 MAIN STREET €€ ORIENT,NY 11967 E 1\\\ OF EVERY CABLE LONGER THAN(3)THREE FEET. 4'THICK LAYER UR E"DIA CRUSHED STONE I 2.CABLES LESS THAN(3)THREE FEET WILL HAVE TWO THE"UNDISTURBED SOIL BASE SHALL BE BASE ON UNDISTURBED SOIL. METALLIC TAGS ATTACHED AT THE CENTER OF THE CABLE TA6 COMPACTED TO AT LEAST 957 MODIFIED PROCTOR SHEEP TITLE FINAL GRADE SLOPE AWAY FROM CONCRETE 3.TAGS WILL BE FASTENED WITH STAINLESS STEEL ZIP TIES MAXIMUM DENSITY PER ASTM D 1557 METHOD C APPROPRIATE FOR CABLE DIAMETER. GEOTEXTILE FABRIC(MIRAFI 500X) 4.STANDARDJZED METALLIC TAG NITS WILL BE ASSEMBLED XISTING UNDISTURBED VIRGIN SOIL OR WITH TAGS ALREADY ENGRAVED TO ACCOMODATE ALL Tnc EQUIPMENT COMPACTED FILL CONFIGURATIONS. 2 SPECIFICATIONS EXCAVATE AS REQUIRED TO REMOVE VEGETATION&TOP SOIL,EXPOSE UNDISTURBED NATURAL SUB GRADE.PLACE FSHEET NUMBER A MNIMUM OF 4"GRAVEL,GRAVEL SHAH - 1 PASS A ONE INCH SIEVE try o° METALLIC TAG DETAIL f CONCRETE EQUIPMENT PAD DETAIL ERICSSON RBS 61 p2 C. 0T TO SCALE __ 4T TO SCALE N07 T6 SCALE SHEET 6 OF 12 SHEETS QQDED DRAWING NOTES: 1' •T!{D&llle` PROPOSED T-MOBILE CONCRETE EQUIPMENT PAD GENERAL ELECTRICAL NOTES' PROPOSED T-MOBLE PPC CABINET 1, ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 0 PROPOSED T-MOBILE SITE SUPPORT CABINET LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES,LAWS,AND GRDINANCES PROPOSED T-MOBILE STACKED SLEEVE WY1H(3)RADIO MODULES 00 2. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 FUTURE 7-MOBILE STACKED SLEEVE UNLESS OTHERWISE INDICATED.SUPPLY UTILITY MARKING TAPE BURIED 12"BELOW GRADE ALONG ENTIRE LENGTH OF PROPOSED CIENA ENCLOSURE UNDERGROUND CONDUITS. v PROPOSED T-MOBILE HCS JUNCTION BOX 3, ALL CONDUCTORS SHALL BE COPPER MTH THHN/TNWN 7 �� INSULATION.CONTROL CONDUCTORS SHALL 3E STRANDED, }. 1 1/2"CONDUIT W/(3)#1 AND CU&(1)0 GREEN GROUND FROM PROPOSED POWER&LICH1ING CONDUCTORS SHALL BE SOLIDFOR#10 a p �-� T-MOBILE PPC CABINET TO PROPOSED T-MOBILE DELTA SITE SUPPORT CABINET  CONDUCTORS AND STRANDED FOR ALL OTHER SUES. u_ 2"DEC OR LIQUID TIGHT CONDUIT W/(3)#1 AWGCU&(1)#2 GREEN GROUND 4. ELECTRICAL CHANCES ARE IN PART DIAGRAMMATIC. Z o °- FROM PROPOSED T-MO8ILE DELTA SITE SUPPORT CABINET TO PROPOSED - ,'\ - COORDINATE ELECTRICAL WORK MTH SITE CONDITIONS. T--MOBILE,UNCTION BOX5. LOCATE ALL UNDERGROUND UTILITIES BEFORE TRENCHING. IF CONFLICTS ARISE,CONTACT UTILITY COMPANY AND i0 (1)2'SCH 40 PPC CONDUIT WITH PULL STRING FOR TELCO FROM PROPOSED ' , " _ ENGINEER IMMEDIATELY. SUBMITTALS _._ CIENA ENCLOSURE TO PROPOSED 7-MOBILE DELTA SITE SUPPORT CABINET 6. ALL EXPOSED CONDUITS SHALL HAUS WEATHERPROOF a^- DEscrxanR. aensm: _ _ (i) SCH 40 PPC CONDUIT NTH PULL STRING FOR TELCO FROM PROPOSED CAPS NOT DUCT TAPE. T-MOBILE DELTA SITE SUPPORT CABINET TO PROPOSED T-MOBIIC SLACKED - 7, PROVIDE 200 LB TEST PULL WIRES IN EACH TELEPHONE v SLEEVE _ AND POWER CONDUIT. E2 (1)2"SCH 40 PPG CONDUIT WITH PULL STRING FOR TELCO FROM PROPOSED =' - ? � '- a UTILITY ES SHALL BE STALLED AS NEEDED PER NEC PULL BOX IN - REQUIREMENTS. T-MOBILE STACKED SLEEVE TO PROPOSED T-MOBILE JUNCTION BOX (1)2"SCH 40 PPC CONDUIT MTH PULL STRING FOR TELCO FROM PROPOSED T-MOBILE STACKED SLEEVE TO PROPOSED T-MOBILE JUNCTION BOX = r-v ABBREVIATIONS: - COORDINATE EXACT LOCATION WITH UTILITY COMPANY.STUB UP POWER AND _ uF �'^e'�- AN AMERICAN WIRE GAUGE 14 CONDUITS AS DIRECTED BY UTILITY COMPANY REFER TO EQUIPMENT ': J f S' ! .��`[ BCW DARE COPPER ARE SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS e '�D�l BELOWBFG FINISH GRADE ` ALL TELCO CONDUITS SHALL USE LONG SWEEPS AT BENDS ,, ;.% ,�" _ 2 fes' BTS BARE TINNED STRANDED c A C CONNDUIT 16 PROPOSED T-MOBILE LIGHTS(PYP PER CORNER) _ @ - C RE C INET COAX ISOLATED GROUND BAR EXTERNAL DFtiI DWGDRAWING COMOiIVE CABLE PROJECT NO: 7-000 4 UIEIRL 31 EGR EXTERIOR GROUND RING SDRAM BY: RWF EIGD EXTERIOR ISOLATED GROUND BAR CHECKED BY. .MB G GROUND y _ T PS GLOBAL POSITIONING SYSTEM HALORICO INTERIOR GROUND RING MGN MULTI-GROUNDEDRNEUTRALR �r � NEW ` MMSCTS MOBILE SMTCF{LNG CENTER f4- yy� sY � CJ PVC POLICE TELEPHONE SWITCHING OFFI f 0CE QUANTITY YANYCHLORIDE . Ol _ ! _ QTY QUANTITY p RGS RIGID GALVANIZED STEEL A, 55 STAINLESS STEEL J SST SELF SUPPORT TOWER f ';'a TGR TOWER GROUND RING W/� TYPICAL � . r/ [7ELECTRICALYMBf?L5 CLE NPROPERTY AND COPWORK OF T MOBILE ANY DUPLICATION OR USEiMTHOUTEXPREES WRITTEN POWER CONDUIT CONSENT I9 STRICTLY PROHIBITED. TELCO CONDUIT AL METERS CODED NUMBER 11 NUMBER! G 3883 EJJ SAFETY ENTER SITE NAME: �( ORIENT FIRE DEPT w UTILITY POLE 23300 MAIN STREET ORIENT,NY 11957 SHEET TITLE GRAPHIC SCALE: ITE UTILITY PLA ROM, 4' 2' 0 24 CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.COORDINATE LOCATION OF ALL PROPOSED DIGGING&UNDERGROUND UTILITIES PRIOR TO CONSTRUC110N. , SCALE (11x17): 1" = 4'—O" 1 SHEET NUMBER SCALE (22x34): 1" = 2'-0" E-1 ------ _. SHEET 7 OF 12 SHEETS I LL 3a�� ii 9 Z ! SUBMITTALs PROJECT N0: 317-000 CONTRACTOR TO VERIFY LATEST RFDS WITH T—MOBILE oRAwNev: RWF CHECKED BY' MB "pF NES r 5 STF1' �0 � ul THIS DOWU. IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONBEN7IS STRICTLY PROHIBITED. NOTE:IF DRAWINGS ARE 11'.',USE GRAPHICAL SCALE ANOIOR 112 TIMES I OF THE NOTED SCALE, SITE NUMBER: L113883A SITE NAME: ORIENT FIRE DEPT L 23300 MAIN STREET ORIENT,NY 11857 SHEET TITLE COAX/FIBER PLUMBING DIAGRAM I 792DB CONFIGURATION COAX/FIBER PLUMBING DIAGRAM SHEET NUMBER NGT TO SCALE E-2 --- - SHEET R OF 12 SHEETS CODED DRAWNG NOTIS '�` •11�OtJile' PROPOSED T-MOBILE EQUIPMENT CABINETS TO GROUNDING SYMBOLS 1 BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS.(TYP-) ® GROUND ROD PROPOSED MAIN GROUND BAR,NEAR PROPOSED EQUIPMENT. ® ACCESS WELL - 0 PROPOSED#4 SOLID TINNED BCW BURIED GROUND RING ® GROUND ROD WITH ACCESS ` � I ��1 t ■ COMPRESSION TYPE CONNECTION r a PROPOSED SECONDARY GROUND BAR,AT BASE OF TOWER.(TYP.) - • EXOTHERMIC WELD TYPE CONNECTION BOND PROPOSED SECONDARY GROUND BAR TO MAIN GROUND BAR „•••// L B w l —U— $2f0 BTS COPPER CONDUCTOR BURIED GROUND CABLE t�,y BOND PROPOSED SECONDARY GROUND BAR TO TOWER GROUND RING '; _ INDICATES CODED NOTEa WITH PROPOSED pO2/0 SOLID TINNED BOW(TYP.OF(2)PLACES), o BOND Z WITH(}2/0 SOLID CANOPY ICE TINN DBCW(TYp ,�OPOSD GROUND RING $ BOND PROPOSED MAIN GROUND BAR TO PROPOSED GROUND RING • .� ` --' WITH X2/0 SCUD TINNED BCW(TYP.OF(2)PLACES). /{ SUBMIIT-ALS BOND PROPOSED GROUND RING TO COMPOUND GROUND t L.I SYSTEM WITH#2/0 SOLID TINNED BCW(TYP.OF(2)PLACES). f BOND PROPOSED ICE BRIDGE TO PROPOSED GROUND RING TO. NTH j)2/0 SOLID TINNED DOW h5 REQUIRED” €'. BOND PROPOSED H-FRAME TO EXISTING COMPOUND GROUND RING. i ' Fz - r ARr— BOND PROPOSED PPC CABINET PER MANN SPECS 13 BOND PROPOSED FIBER EQUIPMENT PER MANUFACTURER'S SPECS. _= '•= 4 /c a / �4 r 4 �a 0 w GENERAL GROUNDING NOTES: — 4 4 T• .4 e o ill ne w. 3. TO ENSURE PROPER BONDING,ALL CONNECTIONS SHALL BE AS FOLLOWS _ o'er �1 -#2/0 BARE TINNED SOLID COPPER CONDUCTOR: EXOTHERMIC WELD - �'�n! �` a txi 6PROJECT NO: 317000 TO RODS OR GROUND RING s a n a �'• -� DRAWN BY: RWF 1 -LUGS AND BUS BAR(UNLESS NOTED OTHERWSE): SANDED CLEAN, 4 Y-o �, ° t`� Q Me COATED WITH OXIDE INHIBITOR AND BOLTED FOR MAXIMUM SURFACE `` 5 CONTACT. ALL LUGS SHALL BE COPPER(NO ALUMINUM SHALL BE a V PERMITTED}. PROVIDE LOCK WASHERS FOR ALL MECHANICAL [\ a as q'C. A3 5•SF�" � CONNECTIONS FOR GROUND CONDUCTORS USE STAINLESS STEEL ` + �• +O 9 4 I0 `T' ^ HARDWARE THROUGHOUT. t e� � 2. ALL GROUNDING CABLE IN CONCRETE OR THROUGH WALLS SHALL BE IN a {D" x _ _ 8 3/4"PVC CONDUIT SEAL AROUND CONDUIT THROUGH WALLS. NO _ Of METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS. 4J l a fff 3, OWNER'S REPRESENTATIVE WILL INSPECT EXOTHERMIC WELD AND = T ` -" "�� - CONDUCT BEGGED TEST PRIOR TO BURIAL. MAXIMUM 5 OHMS \ n _ RESISTANCE IS REQUIRED. e 4, 00 NOT INSTALL GROUND RING OUTSIDE Of LEASED AREA. EAL .k 5. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS SHALL BE A MINIMUM 8"RADIUS AND ` n'•^4�� f' • r_ THIS DOCUMENT IS THE CREATION, . 1 p n DESIGN PROPERTY AND COPYRIGHTED NO IS THAN 90 DECREES L� WORK OF T MOBILE.ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN 6. ALL CADWELDS TO BURIED GROUND RING SHALL BE THE PARALLEL TYPE, f } CONSENT IS STRICTLY PROHIBITED, 3 EXCEPT FOR THE GROUND RODS WHICH SHALL BE THE TEE TYPE. 7. BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS, 00 NOT - NOrE:IF ORAVJINOSAFE 22'x34°,uSE EXOTHERMICALLY WELD TO CONDUITS, _ E - �, `-F "+_ GRAPHICAL SCALE ANOroR t2 nME5 y 8. THECONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN -�' _`•} -. THE GROUNDING SYSTEM IS COMPLETE, THE CONSTRUCTION MANAGER .t _ ,� L ,r. - - _ _ SITE NUMBER: e SHALL INSPECT THE GROUNDING SYSTEM PRIOR TO REDRAFTING L113893A g, THE MINIMUM SPACING BETWEEN GROUND RODS SHALL BE 10'-0"(MAX, SITE NAME: - ( ORIENT FIRE DEPT s'-o"). mt SITE GROUNDING PLAN 1 23300 MAIN STREET i NbT 70 SLALE 1 ORIENT,NY11111 III IO TITINNED,SOLID ND EIGER OCOPPER NCONDUAL CTOD NINPVC.71iCONNECT BAR 2 RUNS OF BEND AWILL 2 GROUNDING—SYMBOLS HOLE LUG,AND"CADWELD°THE OTHER END TO THE EXTERNAL GROUND SHEET TITLE ROD. ® GROUND ROD 11, THE PREFERRED LOCATION FOR COAX GROUNDING IS AT UP BASE OF ® ACCESS WELL SITE GROUNDING THE TOWER PRIOR TO THE COAX BEND. PLAN ® GROUND ROD WITH ACCESS 12. BONDING OF THE GROUNDED CONDUCTOR(NEUTRAL)AND THE ■ COMPRESSION TYPE CONNECTION ----- GROUNDING CONDUCTOR SHALL BE AT THE SERVICE DISCONNECTING SHEEP NUMBER MEANS. BONDING JUMPER SHALL BE INSTALLED PER N,E.C.ARTICLE ■ EXOTHERMIC WELD TYPE CONNECTION 250-30. —U— A2/0 FITS COPPER CONDUCTOR G•� BURIED GROUND CABLE 1! INDICATES CODED NOTE Sf IEET 9 OF 12 SHEETS S 2 - S/S NUT e (EAT SHRINK Mobile- 0 ' jJ C ,Tf4 WAR BELLEVIILE CLEAR Q} 7/18'2- ° °° WARNER a aI 3 e S/S FLAT WASHER ®E MIN, n 1 t LEGEND /1104 I. TINNED COPPER GROUND BAR,1/4"x4"x20'',NEWTON INSTRUMENT CO-,HARDER FOOD 4420M,OR CO PEB BUSS EQUIVALENT. HOLE CENTERS TO MATCH ^S &zB 2. NEMA DOUBLE LUG CONFIGURATION- S/S FLAT WASHER '�rim 3. INSULATORS,NEWTON INSTRUMENT CO.CAT.N0,3061-4 OR HARDER EQUIVALENT S/S BOLT(1 OF 2) ND NET 4. 5/8"LOCKWASHERS,NEWTON INSTRUMENT CO CAT,NO.3015-8 OR EQUIVALENT. Bsc Ect 5. WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO.CAT.NO.A-6056 OR LARGER EQUIVALENT- NOTE. 84 6. H.H.C.S.BOLTS,NEWTON INSTRUMENT CO.CAT.NO.3012-1 OR HARDER EQ(JIVALENT. ALL MECHANICAL EXTERNAL TERMINATION SURFACES SHALL BE z NOTE: EATEDWITH T&B KOPR-SHIELD CP8 ANTI-OXIDATION "DO NOT DISCONNECT" 1) ALL MOUNTING HARDWARE CAN ALSO BE USED ON 6 12 18",ETC.GROUND BARS. TAG ON ALL GROUND BAR 2) ENTIRE ESSEMBLY AVAILABLE FROM NEWTON INSTRUMENT CO.CAT.NO.2106066010 OR AS INTERCONNECTS HARDER TGB114420M. SUB@AITTALS ac+ssae i GROUND BAR -- SCAL€:NOT T(7 SCALE 4 EQUIPMENT GROUND CONNECTION ® SCALE:NOT TU SCALE n �.e ss�n Fw o�sa� ° TIN COATED-SOLID S/S FLAT WASHER(TYP.) FRQ�N.a€JAR �M. JUMPER REQUIRED ONLY WHEN I COPPER BUSS BAR 7/8"0 AND LARGER(TYP-) 2 HOLE,LONG BARRFL TINNED S/S BOLT(TYP.) SOLID COPPER LUG MUM NOTE:MINIMUM E -WEATHERPROOFING - 3 THREADS TO BE KIT,ANDREW#221213 V151HLE(TYP.) (TYP.) STANDARD ANDREW GROUND S/S FIAT WASHER(TYP..}-- KIT ME.). SEE NOTEW- 1 PROJECT NO: 317-DOD ANTENNA CABLE(TYP.) DRAWN eY: RWF-1 CHECKED BY. - M8 S/S NUT(TYP.) v sfs sur WASHER(r P.) F New NOTE DO NOT INSTALL CARDS GROUND 6 AWG KIT AT A GROUND WIRE DOWN TO 0O[GBE cHER-RY INSULATORS. INSTALLED IF REQUIRED 1 NOTE: GROUND BAR i) ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT WASHERS- (CONTRACTOR - € 2) COAT MR END WITH ANTI-OXIDATION COMPOUND PRIOR TO INSERTION SUPPLIED) INTO LUG BARREL AND CRIMPING. 3) APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS AND BUSS BARS x'2/0 AWG GREEN INSULATED PRIOR TO MATING AND BOLTING. TO GROUND BAR AS 7 t tia APPROPRIATE ? GROUND LUG 5 CONNECTION OF GROUND WIRES TO GROUNDING BARS @ ANTENNAS ESS -.= SCAL€;NOT TD SCALE _� SCAL[:NOT TO SCALE .CREATION, D6✓Gh PRGPERTY AND COPYRIGHTED ---- - - WORK OF T-MODILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CABLE ABLE IX20UND NIT AWG FROM ANTENNA CONSENT IS STRICTLY PROHIBITED.EQUIPMENT 12 APPROx NOTE.IF DRAWINGS ARE 22°K,4 USE 2 6" GRAPHICAL SCALE ANIXOR 112 TIMES GROUHD BAR TO DE ? 1/2 0 - OF THE NOTED SCALE. MOUNTED ON WALL OR ANTENNA ON ANTENNA TOWER CABLE — SITE NUMBER: L11CABLEWAVE 3883A WE KIT OR ENE FNAME, CABLE GROUND KIT �R AWG STRANDED COPPER GROUND 330 MINS 957T V OR WIRE(GROUNDED TO GROUND BAR) - (STA.NQARD CABLEWAtE GROUNDING KI SHEEP TITLE TINNED,SOLID COPPER - BUSS BAR,HARDER TGBU4420M GROUND BAR OR EQUIVALENT BEU SEEDHOLETOUG TO CONNECT TO ANTENNA CABLE GROUNDING TO GROUND SYSTEM U _LL_QTE; DETAILS NLLUG, DO NOT INSTALL CABLE GROUND KIT AT A BEND AND CONTRACTOR TO UTILIZE KORP-SHIELD(THOMAS&BETTS) ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. OR EQUIVALENT ON ALL LUG CONNECTIONS SHEET NUMBER ANTENNA GROUND BAR s CABLE GROUND KIT CONNECTION __ SCALE:NOT 5Q SCALE SCALE:NOT 10 SCALE '— 0•2 __ LHEET TOO,72 SHEETS ...Mobile -NA Me. ®4 o P L ��SA LL aLL o TYPE CY ttpE�6 �YPF YA M E Mem R EQUIPMENT GROUND CONNECTIONS SUBMITTALS _ DETAIL NOT USED A scntE NOT TO SCALE m SCREE;NOT[0 SOALE COILED GROUND WIRE REMOVABLE COVER FOR TESTING FI1N'I'SHEDI GRADE 'Q 1-!li1 � I�� VIII (116 e —sll- llllilli[[f- o EXOTHERMIC WELD m &"DETER v€ SC 40 PVC WEND RING p2/6 AWG BCW o� 4"OF LOOSE4RAVEL gPROJECT NO-317 ONT DRAWN BV: RVtlF 1"WIDE SLOT CUT SMOOTH CHECKED BY: Me FOR GROUND RING.EXTEND _ - GROUND'G,_ OD NOTCH 2"ABOVE CONDUCTOR -- STy p¢ 'w 41�I1RISPECTION SLEEVE DETAIL __ = SCALe NUT TU SCALE 5 DETAIL NOT USED e SCeN,[ NOT TO 56ALE F' C4 �. - DESIGN,Pp CORYRIGif€ED' wo GRADE LEANYOURL AT OR USlM11 HOUIT EXPRESS 4MITTEN C IN ISSTRICTLYPROHISREp NOTE IF DRAWINGS ARE PT'YJ4",USE o� EXOTHERMIC WELD GRAPHICAL SCALEANDXM I2 TIMES �* OF THE NOTED SCAtE SITE NUMBER; GROUND RINGg2 1.113883A BTS COPPER C NDUCTOR SITE NAME: PR MATCH EXISTING ORIENT FIRE DEPT ARRIER GROUNDING) 23300 MAIN STREET ORIENT,NY 11057 GROUND ROD COPPER CLAD STEEL 5/8"0x10'-O°LONG SHEET TITLE GROUNDING DETAILS SHEET NUMBER 3 GROUND ROD DETAIL __ scALE:Nor TU SCALE 4aDETAIL NOT USED ®e SCA4E OUT To scnL� G-3 -- - SHEET 11OF 12 SHEETS I ELECTRICAL NOTES: WORK INCLUDED CLEANMG RACEWAYS COULD CQNFLICTS QUALITY ASSURANCE =-� I.INCLUDE ALL LABOR,MATERIALS,EQUIPMENT,PLANE SERVICES 1,REMOVE ALL CONSTRUCTION DEBRIS RESULTING FROM THE L.PENETRATIONS OF WALLS,FLOORS AND ROOFS,FOR THE 1N THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIHCRTIONS I.ALT.WORK SHPLI.BE IN AEFIOAQANCE WITH APPLICABLE ED AL AND ADMINISTRATIVE TASKS REQUIRED i0 COMPLETE AND MAKE WORK PASSAGE OF ELECTRICAL RACEWAYS,TO BE PROPERLY STATE ANO FEDERAL REGULATIONS.THESE SHALL INCLUDE,BUT OPERABLE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS SEALED AFTER INSTALLATION OF RACEWAYS SO AS 10 OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY r AND SPECIE NFU HEREIN,INCLUDING BUT NOT LIMITED TO T{E 2.CLEAN EQUIPMENT AND SYSTEMS FOLLOWING THE COMPLETION MATERIALS OR DOING ANY WORK.NO EXTRA CHARGE OR NOT BE LIMITED TO THE APPLICABLE CODES SEI FORTH BY THE MAINTAIN Tiff STRUCTURAL S WATERPROOF INTEGRITY OF COMPENSATION SHALL HE ALLOWED DUE TO DIFFERENCE LOCAL GOVERNING BODY.SEE'CODE COMPLIANCE"i-i. FOLLOWING: OF THE PROJECT TO THE SATISFACTION OF THE ENGINEER, THE WALL,FLOOR OR ROOF SYSTEM TO BE PENETRATED- BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON ADMINISTRATION A.PREPARE AND SUBMIT SHOP DRAWINGS,DIAGRAMS AND COORDINATION AND SUPERVISION SEAL ALL CONDUIT PENETRATIONS MOUNT FIRE OR SMOKE THE CONSTRUCTION CRAVINGS.NVY SUCH DISCREPANCY IN r�-a� ILLUSTRATIONS. T.CAREFULLY LAY OUT ALL WORK IN ADVANCE 10 AY010 RATED WALLS,Ch7LING5 OR SMOKE TIGHT CORRIDOR DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE 1-.BEFORE THE COMMENCEMENT OF ANY WORK,THE CONTRACTOR DE B,PROCURE ALL NECESSARY PERMITS AND APPROVALS AND UNNECESSARY CUTTING,CHANNELING,CHASING OR DRILLING OF PARTITIONS TO MAINTAIN PROPER RATING OF WALL OR OWNER FOR CONSIDERATION BEFORE THE CDMRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE PAY ALL REQUIRED FEES AND CHARGES IN CONNECTION WITH FLOORS WALLS,PARTITIONS,CEILINGS OR OTHER SURFACES. CEILING. PROCEEDS WIN THE WORK IN THE AFFECTED AREAS. POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS THE WORK OF THIS CONTRACT. WHERE SUCH WORK IS NECESSARY,HOWEVER,PATCH AND M-PRWIDE ALL CONSUL ENDS WITH INSULATED MEAWC 2 THE BIDDER,IF AWARDED THE CONTRACT,WIFE NOT BE PROJECT,THIS PROJECT MANAGER WILL DEVELOP A MASTER C.SUBMIT AS-HUII.T DRAWINGS,OPERATING AND MAINTENANCE REPAIR THE WORK IN AN APPROVED MANNER BY SKILLED GROUNDING BUSHINGS. ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY SCHEDULE FOR THE PROJECT WHICH WILL BE SUBM1TED TO ffi,n M r INSTRUGTIDNS AND MANUALS MECHANICS AT NO ADDITIONAL COST TO THE OWNER RENDER N.CONDUIT TO BE SUPPORTED AT MAXIMUM DISTANCE OF MATTER OR 1HINC CONCERNING SUCH BIDDER MIGHT HAVE THE OWNER PRIOR Ip THE COMMENCEMENT OF ANY WORK. h N o O EXECUTE ALL CORING,pRiWNG,ROUGH AND FINISH FULL COOPERATION i0 OTHER TRADES WHERE WORK WILL BE R'-0 OR AS REQUIRED BY NEC,IN HORIZONTAL AND FULLY INFORMED THEMSELVES PRIOR lO THE BIDDING- 2.SUBMIT A BAR TYPE PROGRESS CHART,NOT MORE THAN 3 M m PATCHING OF EXISTING OR NEWLY INSTALLED CONSTRUCTION INSTALLED IN CLOSE PROXIMITY TO WORK OF OTHER TRADES. VERTICAL DIRECTIONS. ;,NO R DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF R RE UIRED FOR THE WORK OF THIS C F TEA OF IGNORANCE OF CONDITIONS THAT EX35T,QR OF R m Q CONTRACT. DR STAB ASSIST IN WORKING OUT SPACE CONDITIONS.IF WORK IS 0.PROVIDE STAINLESS STEEL BLANK LOVER PLATES FOR ALL OF ABBY Qfl DONDITI4N5 THAT=BAY B£ENCWNTERE2 OR THE WORK ON THE SCHEDULE,INDICATING A TIME BAR FOR PENETRATIONS RATIUGH POST TENSION STABS,O RAY EXACT INSTALLED BEFORE CE,MIKE CH WITH OTHER TRADES,OR JUNCTION BOXES AND/OR OUTLET BOXES NOT USED IN OF ANv OTM€R REIEYAM MgRTlt CONCERNWC THE P:QRi(TO EACH MAJOR CATEGORY OR UNIT OF WORK i0 BE PERFORMED ` tt°Uvv q AREA OF PENETRATION PRIOR TO PERFORMING WORN, CAUSES INTERFERENCE,MAKE CHANGES NECESSARY TO EXPOSED AREAS.PROVIDE ALL OTHER UNUSED BO%ES WITH BE PERFORMED IN AHE EXECUTION OF THE WORK WILL BE AT THE SITE,PROPERLY SEQUENCED AND COORDINATED WITH 5 2 g COORDINATE ALL X-RAY WORN WITH BUILDING ENGINEER. CORRECT CONDITIONS WITHOUT EXTRA CHARGE. STANDARD STEEL COVER PLATES, ACCEPTED AS AN EXCUSE FOR ANY fM1ITHE OR OMISSION ON OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE E.PROVIDE HANGERS,SUPPORTS,FOUNDATIONS,STRUCTURAL P.WHERE APPLICABLE,PROVIDE ROOFTOP CONDUIT SUPPORT THE PART OF THE CONTRACTOR i0 FULFILL EVERY DETAIL OF WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED FRAMING SUPPORTS,AND BASES FOR CONDUIT AND SUBMITTALS OF ENG CONFORMING TO ROOFTOP WARRANTY REQUIREMENTS. ALL THE REQUIREMENTS OF THE C.OMRACT DOCUMENTS FOR SUBSTANTIAL COMPLETION OF THE WORK. 0 1 IT UIPMENT PROVIDED OR INSTALLED UNDER THE WORK OF 1.AS-BUILT DRAWINGS: PER BUILDING. GOVERNING THE WORK. 3.PRIOR TO COMMENCING CONSTRUCTION,THE OWNER SHALL HIS CONTRACT.PROVIDE COUNTER FLASHING,SLEEVES AND A.UPON COMPLETION OF THE WORK,FURNISH TO THE OWNER SCHEDULE AN ON-SITE MEETING WITH ALL MAJOR PARTIES.THIS SEALS FOR FLOOR AND WALL PENETRATIONS. 'AS-BUILT'DRAWINGS, WIRES AND CABLES CONTRACTS AND WARRANTIES WOULDEp� q E.BUT Not RI� ORDER REENTRANT' E ORWAYN 'PROJECT LOCAL F MANTAIN ALL EXISTING ELECTRICAL SERVICES IN THE 2.SERVICE MANUALS: 1.CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPLIER AND i.CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT SUEDINC AREAS NOT AFFECTED BY THE ALTERATION DURING A,UPON COMPLETION OF THE WORK,FULLY INSTRUCT T-MOBILE VENDOR FOR EXACT EQUIPMENT DER-CURRENT PROTECTION OF CONTRACTOR LICENSES AND BONDS, TELEPHONE COMPANY,TOWER ERECTION FOREMAN(IF THE PROGRESS OF THE WORK INCLUDING PROVIDING ALL AS TO THE OPERATION AND MAINTENANCE OF AIL MATERIAL, VOLTAGE,WIRE SIZE AND PLUG CONFIGURATION,IF APPLICABLE, 2,SEE MASTER ONTRACTION SERVICES AGREEMENT FOR SU9CONDRA01ED)' SUBMITTALS TEMPORARY JUMPERS,CONDUITS,CAPS,PROTEGTIE DEVICES, EQUIPMENT AND SYSTEMS, PRIOR TO BIO. ADDITIONAL OCTCAILS, 4.CONTRACTOR SHALL HE EQUIPPED WITH SOME MEANS OF 4EX RYIH}N CONNECTIONS AND EQUIPMENT REQUIRED.PROVIDE B.PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR 2.ALL EQUIPMENT/DEVICES TO BE PROVIDED WITH INSULATED CONSTANT COMMUNICATIONS,SUCH AS A MOBILE PHONE OR A TEMPORARY LIGHT AND POWER FOR CONSTRUCTION OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMEM- GROUND CONDUCTOR, STORAGE BEEPER-THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE I I z.-wra n muco con wmnv cervine cuExr. e URPOSES. 3.ALL WIRE AND CABLE TO BE 60DVOLT,COPPER,WITH iNWN OWNER,NOR WILL WIRELESS SERVICE BE ARRANGED. ox/as/ie. - / 1.ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION 2.IT IS'POSES OF THESE DRAWINGS AND SPECIFICATIONS TO CUTTING AND PATCHING THEN INSULATION EXCEPT AS NOTED. 5.DURING CONSTRUCTION,CONTRACTOR MUST ENSURE THAT as/ro/+e CALL FOR AN INSTALLATION THAT IS COMPLETE IN EVERY i.PROVIDE ALL DOWNS DRILLING,ROUGH AND FINISH PATCHING AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE - 4-WIRE FOR POWER AND LIGHTING WILT.NOT BE LESS THAN LA0. FLOW OF OTHER WORK ANY STORAGE METHOD MUST MEET All EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL RESPECT-IT IS NOT THE INTENT TO GIVE EVERY DETAIL ON THE REQUIRED 70 COMPLETE THE WORN, 12AWC-ALL WIRE NO,B AND LARGER TO BE STRANDED. RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. TIMES,CONTRACTOR WILL COMPLY WITH ALL VETO SAFETY DRAWINGS AND IN THE SPECIFICATIONS,IF AN HEM OF WORK IS 2.OBTAIN OWNER APPROVAL PRIOR TO CUTTING THROUGH FLOORS 5.CONTROL WIRING IS NOT TO HE LESS TITAN NO,14AWG, REQUIREMENTS IN THEIR AGREEMENT, INDICATED IN THE DRAWINGS,IT IS CONSIDERED SUFFICIENT OR WALLS FOR PIPING OR CONDUIT. FLEXIBLE IN SINGLE CONDUCTORS OR MULTI-CONDUCTOR CLEANUP 6,PROVIDE WRITTEN DAILY UPDATES ON SLE PROGRESS TO THE FOR INCLUSION IN THE CONTRACT.FURNISH AND INSTALL ALL CABLES CONTROL WIRING WILL CONSIST OF MULTI-CONDUCTOR 1.THE CONTRACTORS SHALL,AT ALL TIMES,KEEP THE SITE FREE OWNER' MATERIAL AND EQUIPMENT USUALLY FURNISHER OR NEEDED TO TESTS,INSPECTION AND APPROVAL CABLES WHEREVER POSSIBLE.CABLES TO BE PROVIDED WITH FROM ACCUMUUTION Of WASTE MATERIALS dR RUBBISH ].COMPLETE INVENTORY OF CONSTRUCTON MATERIALS AND MAKE A COMPLETE INSTALLATION WHETHER OR NOT I.BEFORE ENERGIZING ANY ELECTRICAL INSTALLATION,INSPECT AN OVERALL FLAME-RETARDANT,EXTRUDED,4ACKET AND RATED CAUSED BY THEIR EMPLOYEES AT WORK AND AT THE EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. EACH UNIT IN DETAIL TIG/TIEN ALL BOLTS AND CONNECTIONS FOR PLENUM USE.ALL CONTROL WIRE TO BE 600 40LT RATED, COMPLETION OF THE WORK.THEY SHALL REM AT ALL RUBBISH 8.NdiIFY AHE OWNCRJPftOJEC(MANAGER IN WRITING NO LESS (TORQUE-TIGHTEN WHERE REQUIRED)AND DETERMINE THAT AIL 6.WIRE PREVIOUSLY PULLED INTO CONDUIT IS CONSIDERED USED FROM AND ABOUT THE BUILDING AREA,INCLUDING All THEIR TITAN 48 HOURS IN ADVANCE OF CONCRETE POURS,TOWER GENERAL REQUIREMENTS COMPONENTS ARE ALIGNED,AND THE EQUIPMENT IS W SAIF, AND IS NOT TO SE RE-PULLED, TORUS,SCAFFOLDING AND SURPLUS MATERIALS AND SHALL ERECTIONS.AND EQUIPMENT CABINET PLACEMENTS. 1.PROVIDE ALL WORK IN ACCORDANCE WITH TI{E NATIONAL OPERATIONAL CONDITION- ],HOME RUNS AND BRANCH CIRCUIT WIRING FOR 20A,12CV LEAF THEIR WORK CLEAN AND READY TO USE. ELECTRICAL CODE(NEC)AND LOCAL AND STATE ELECTRICAL 2 IMPACT THE COMPLETE ELECTRICAL SYSTEM FREE OF GROUND CIRCUITS, 2 EXTERIOR INSURANCE AND BONDS _U. CODES, FAULTS AND SHORT CIRCUITS SUCH THAT THE SYSTEM WILL LENGTH ff.) HOME RUN WIRE SIZE A.VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE AL1. 1,CONTRACTOR,AT THEIR OWN EXPENSE,SHALL CARRY ANO 2.THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY.REFER i0 OPERATE SATSFACTORILY UNDER FULL LOAD CONDITIONS, 0 TO 50 NO.12 TRACES OF SOIL,WASTE MATERIALS,SMUDGES AND OTHER MAINTAIN,FOR THE DURATION OF THE PROTECT,ALL THE ARCHITECTURAL PLAINS FOR THE EXACT DIMENSIONS OF WITHOUT EXCESSIVE HEATING AT TINY POINT IN THE SYSTEM, 51 TO TOO LA0.10 FOREIGN MATTER. INSURANCE,AS REQUIRED AND LISTED,AND SHALL NOT THE BUILDING. 101 TO 150 LA0.8 B.REMOVE AL1.TRACES Or SPLASHED MATERIALS FROM COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN 3,LOAD CALCULATIONS ARE BASED ON EXISTING BUILDING SPECIAL HEQUIREMEMS 8.VOLTAGE DROP IS NOT TO EXCEED 37 ADJACENT SURFACES. ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES INFORMATION/DRAWINGS PROVIDED TO ENGINEERING, 1.DO NOT LEAVE ANY WORK INCOMPLET NOR ANY HAZARDOUS 9.MAKE ALL CONNECTIONS WITH UL APPROVED,SOLDER ESS C.IF NECESSARY,TO ACHIEVE A UNIFORM DEGREE OF TO THE OWNER.REFER TO THE MASTER AGREEMENT FOR CONTRACTOR IS TO VERITY ALL EXISTING RATINGS AND LOADS 59UATIONS CREATED WHICH WILL AFFECT THE LIFE OR SAFETY PRESSURE TYPE INSULATED CONNECTORS:SCOTCHLOK OR AND C.LFANLINESS.HOSE DOWN THE EXTERIOR OF TILE STRUCTURE. REQUIRED INSURANCE LIMITS, SP---NO: 317-000 PRIOR TO PURGIIASING OF SPECIFIED EQUIPMENT FOR OF THE PUBLIC,AND/OR BUILDING OCCUPANTS.DO NOT APPROVED EOUAL 3-INTERIOR 2 THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON COMPLIANCE TO NEC, OF TO NOTIFY ENGINEER OF INTERFERE WITH OR CUTOFF ANY OF THE EXISTING SERVICES WIRING DEVICES A-VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL ALL POUCIES, DRAWN BY: RWF ANY DISCREPANCIES AND REQUEST FURTHER DIRECTION BY WITHOUT THE OWNER'S WRITTEN PERMISSION. 1.ALL RECEPTACLES INSTALLED IN THIS PROJECT TO BE TRACES OF 5011.,WASTE MATERWLS,SMUDGES ANO OTHER 3.CONTRACTOR MUST PROVIDE PROOF OF INSURANCE. CHECKED BY: MB ENGINEER 2.WHEN NECESSARY i0 TEMPORARILY DISCONNECT ANY EXISTING GROUNDING TYPE,WITH GROUNDING PIN SLOT CONNECTED TO FOREIGN MATTER FROM WALLS,FLOOR AND CEILING, 4 EXISTING BUILDING EQUIPMENT IS NOTED ON THE DRAWINGS. BUIOING UTILITIES AND SERVICE SYSTEMS,INCLUDING FEEDER DEVICE GROUND SCREW FOR GROUND WIRE CONNECTION, S.REMOVE ALL TRACES OF SPLASHED MATERIALS FROM IS.�B RHV�rJ1T��N NEW OR RELOCATED EQUIPMENT IS SHARP WITH SOLID LINES. OR BRANCH CIRCULAR SUPPLYING EXISTING FACILITIES, DISCONNECT SWITCHES AND FUSES ADJACENT SURFACES- fl3.V RF (ATIBLE - - New FUTURE EQUIPMENT(NQS IN THIS CONTRACT)IS DEPICTED WITH CONFER WITH THE OWNER AND ARRANGE THE PERKID Of 1.DISCONNECT SWITCHES TO BE 101JACE-RATED TO SUIT THE C.REMOVE PAINT DROPPINGS,SPOTS,STAINS,AND DIRT FROM &AGE AND VE GROUND LINE d. � SHADED LINES.REQUEST CLARIFICATION OF DRAWINGS OR OF INTERRUPTION FOR A TIME MUTUALLY AGREED UPON. CHARACTERISTICS OF THE SYSTEM FROM WHICH THEY ARE FINISHED SURFACES, 4\\ � SPECFICAPONS PRIOR TO PRICING OR INSTALLATION, SHUTDOWN NOTE.SCHEDULE AND NOTIFY OWNER 48 HOURS SUPPLIED. APPROX APPROXIMATE 5.GENERAL PRIOR TO SHUTDOWN.ALL SHUTDOWN WORK TO HE 2,PROVIDE HEAVY-DULY,METAL-ENCLOSED EXTERNALLY-OPERATED CHANGE ORDER PROCEDURE: M AT S• +� A-AFTER CAREFULLY STUDYING THE DRAWINGS ANO SCHEDULED AT A TIME CONVENIENT TO OWNER, DISCONNECT SWITCHES,LASED OR UNFUSED,pF SUCH TYPE 1.REFER i0 SECTION 17 OF SIGNED MESA:SEE PROFESSIONAL 0 BASE TRANSMISSION STATION SPECIFICATIONS,AND BEFORE SENDING TILE PROPOSAL, AND SIZE AS REQUIRED TO PROPERLY PROTECT 0S DISCONNECT SEANCE AGREEMENT FOR MESA. CAB CABINET 4 MAKE A MANDATORY SHE VISIT TO ASCERTAIN CONDMONS OF CLOTHING THE LOAD FOR WHICH THEY ARE INTENDED. - AHE SITE,AND THE NATURE AND EXACT QUANTITY OF WORK T-ROUTE ALL GROUNDING CONDUCTORS AS SHOWN ON 3.PROVIDE NEW I DISCONNECT SWITCHES FOR INTERIOR RELATED DOCUMENTS AND COORDINATION CLD CEILING Y TO BE PERFORMED.NO EXTRA COMPENSATION WILL BE CONDUIT/GROUNDING RISER INSTALLATION,NEMA JR FOR EXTERIOR INSTALLATION- i.GENERAL CARPENTRY,ELECTRICAL AND ANTENNA DRAWINGS ARE CONIC CONCRETE (' ALLOWED FOR FAILURE TO NOTIFY THE OWNER,IN WRITING, 2-ROUTE 500 KCMIL CU THEN CONDUCTOR FROM THE MGN 4.DISCONNECT SWITCHES TO BE MANUFACTURED BY: IMERREUTEO.IN PcRFORMbYCE OF THE WORK,THE CONT CONTINUOUS C GO OF ANY DISCREPANCIES THAI MAY HAVE BEEN NOTED LOCATION TO BUILDING STEEL.VERIFY BUILDING STEEL IS A.GENERAL ELECTRIC COMPANY CONTRACTOR MUST REFER AN ATL F THEp,WO ALL COORDINATION DO I 0 DIAMETER 113 INTAT IN THE EXISTING CONDITIONS AND THE DRAWINGS AND EFFECTIVELY GROUNDED PER NEC TO THE MAIN SERVICE B.SQUARE-D CO TR TUE RMOST REFER OF THE C0.4TRAGF AL TWO DRAWING �tP ti SPECIFICATIONS, GROUNDING ELECTRODE CONDUCTOR(GEC). 5.PROVIDE RK-1 TYPE FUSES,UNLESS NOTED OTHERWISE.. SHOP DRAWINGS EA EACH c'O �71� � S 8.VERIFY ALL MEASUREMENTS AT THE SITE AND BE 3.MAKE ALL GROUND CONNECTIONS FROM MGB TO ELECTRICAL INSTALLATION L CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND ELEC ELECTRICAL RESPONSIBLE FOR CORRECTNESS OF SAME. EQUIPMENT WITH 2 HOLE,CRIMP TYPE,BURNDY COMPRESSION I.INSTALL DISCONNECT SWITCHES WHERE INDICATED ON USTEO IN BEST SPECIFICATIONS TO THE OWNER LOU ELEV ELEVATION ) - 6.QUALITY,WORKMANSHIP,MATERIALS AND SAFETY TERMINATIONS,SIZED AS REQUIRED, DRAWINGS APPROVAL. EO EQUAL A.PROVIDE NEW MATERIALS AND EQUIPMENT OF A DOMESTIC 4 USE 1 HOLE,CRIMP TYPE,FUNNILY WMPRESSNJNS 2,INSTALL FUSES IN FUSIBLE DISCONNECT SWITCHES.FUSES X.ALL SHOP DRAWINGS SHALL BE REVIEWED.CHECKED AND EQUIP EQUIPMENT MANUFACTURER BY THOSE REGULARLY ENGAGED IN THE TERMINATONS,SIZED AS ACQUIRED,AT EQUIPMENT GROUND MUST MATCH IN TYPE AND RATING. CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE PRODUCTION AND MANUFACTURE OF SPECIFIED MATERIALS CONNECTIONS- 3.FUSES TO BE MOUNTED SO THAT THE LABELS SHOWING THEIR OWNER. ECB EQUIPMENT GROUND BAR THIS DOCUMENT IS THE CREATION, AND LOUIPMENT.WHERE UL,OR OTHER AGENCY,HAS 5,HIRE AN INDEPENDENT UAB TO PERFORM THE SPECIFIED OHMS RATINGS CAN BE BEAD WITHOUT REQUIRING USE REMOVAL (E) EXISTING �81GN,PROPERTY ANO COPYRIGHTED ESTABLISHED STANDARDS FOR MATERIALS,GREECE MATERIALS TESTING.PROVIDE 4 SETS OF THE CERTIFIED DOCUMENTS 70 4 FURNISH AND DEPOSIT SPARE FUSES AT THE JOB SITE AS PRODUCTS AND SUBSTITUTIONS EXT EXTERIOR WORKOF TMOBILE.ANY DUPLICATION WHICH ARE LISTED AND LABELED ACCORDINGLY,THE THE OWNER FOR VERIFICATION PRIOR TO THE PROJECT FOLLOWS: 1.SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION,IN FF FINISHED FLOOR OR USE VMTHOUTE(PRESSWRITTEN COMMERCIALLY STANDARD ITEMS OF EQUIPMENT AND THE COMPLETION. A.THREE SPARES FOR EACH TYPE AND SIZE,IN EXCESS OF EACH REQUEST,IDENTIFY THE PRODUCT OR FABRICATION OR GA GAUGE CONSENT IS STRICTLY PROHIBITED. SPECIFIC NAMES MENTIONED HEREIN ARE INTENDED FOR THE RACEWAYS DOA,USED FOR INITIAL LOSING_ INSipIIATION MER{00 TO BE REPLACED BY THE SUBSTITUTION. GALY GALVANIZED PROPER FUNCTIONING OF THE WORK, i.ALL WIRING i0 BE INSTALLED IN CONDUIT SYSTEMS IN H.TEN PERCENT SPARES FOR EACH TYPE AND 512E,UP TO INCLUDE RELATED SPECIHCATION SECTION AND DRAWING GC GENERAL CONTRACTOR B.WORK SHALL BE PERFORMED BY WORKMEN SKILLED IN THE ACCORDANCE WITH AHF.FOLLOWING: AND IN NSA,USED FOR INITIAL FUSING.IN NO CASE NUMBERS AND COMPLET DOCUMENTATION SHOWING GRND GROUND NOTE:IF DRAWINGS ARE 22'x39',USE TRADE REQUIRED FOR THE WORK,INSTALL MATERIALS AND A.EXTERIOR FEEDERS AND CONTROL WHERE UNDERGROUND,TO WILL LESS IRAN THREE FUSES OF ONE PARTICULAR TYPE AND COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. LG LONG GRAPHICAL SCALE ANDfOR 12 TIMES EQUIPMENT 70 PRESENT A NEAT APPEARANCE WHEN BE IN SCH 40 flO. SIZE BE FURNISHED. 2..SUBMIT ALL NECESSARY PRODUCT DATA ME CUT SHEETS MAX MAXIMUM OF THE NOTED SCALE. COMPLETED AND IN ACCORDANCE WITH THE APPROVED 8,EXTERIOR,ABOVE GROUND POWER CONDUITS TO HE WHICH PROPERLY INEGUAT€AND DESCRIBE THE ITEMS RECOMMENDATIONS OF THE MANUFACTURER AND IN GALVANIZED RIGID STEEL(RGS). MUCH MECHANICAL - ACCORDAJCE WITH CONTRACT DOCUMENTS, C_ALL TELECOMMUNICATION CONDUITS,INTERIOR/EXTERIOR,TO C PRODUCTS AND M§SERIALS BEING INSTALLED.THE CONTRACTOR MW MICROWAVE DISH SITE NUMBER: GENERAL NOTES. SHALL,IF DEEMED NECESSARY BY THE OWNER,SUBMIT ACTUAL G PROVIDE LABOR,MATERIALS,APPARATUS AND APPLIANCES HE EMT. MFR MANUFACTURER L113883A ESSENTIAL TO THE IN,OR MNG OF THE SYSTEMS BLDESCRIBEDD-INSTALL PULL HOP IN N EMPTY N INTENT SAMPLES TO THE OWNER FOR APPROVAL IN I IEU OF CUT _ LL 0 ES ALL NEW EM CO OUTS INSTALLED SHEETS MGB MASTER GROUND BAR IM INDICATED HEREIN,OR WHICH MAY IO REASONABLY ON THIS PROJECT. i.THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS - MIN MINIMUM EDTE NAME IMPLIED AS ESSENTIAL MINCED MENTIONED IN THE E.ALL TELECOM TO BE L AND PULL BOXES INSTALLED ON ACCOMPANYINGMATERIALS THEM DESCRIBE THE WORK ST BE DONE AND MIL METAL ORIENT FIRE DEPT f.ONTRACT DOCUMENT OR NOT. THIS PROJECT TO BE LABELED"I-MOBILE OWNER WILL THE MATERIALS TO BE FURNISfiED EOR CONSTRUCTION. 2.THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE (N) NEW D,MAKE WRITTEN REQUESTS FOR SUPPLEMENTARY PROVIDE DEEDS FOR CONTRACTOR 70 INSTALL 23300 MAIN STREET INSTRUCTIONS TO ARCHITECT/ENGINEER IN CASE OF DOUBT F INTERIOR FEEDERS TO 8E INSTALLED IN E.M.T.WITH STEEL FULLY EXPLANATORY AND SUPPLEMENTARY.IEDONHOWEVER,SHOULD NIC NOT IN CONTRACT ORIENT,NV 11957 AS TO WORN(MENDED OR IN EVENT OF NEED FOR COMPRESSION CONDUIT ANYTHING BE SHAWN,INDICATED,OR SPECIFIED M ONE AND NTS NOT 70 SCALE -- EXPLANATION THEREOF, C.MINIMUM SIZE CONDUIT TO BE N"TRADE SIZE NOT THE OTHER,IT SHALL 8E DONE THE SAME AS IF SHOWN, ARCHITECTURAL. SYMBOLS OC ON CENTER E.PERFORMANCE AND MATERIAL REQUIREMENTS SCHEDULED OR UNI ESS OTHERWISE INDICATED ON THE DRAWINGS. INDICATED OR SPECIFIED IN BOTH ROOM CUP OPPOSITE SHEET TIRE SPECIFIED ARE MINIMUM STANDARD ACCEPTABLE.THE flFORT H.FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMEM 3.THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LIBOR (P) PROPOSED TO JUDGE THE QUALITY OF EQUIPMENT THAT DEVIATES FROM TO BE INSTALLED IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT AND MATERIALS REASONABLY NECESSARY FOR SNE PROPER ® PCS PERSONAL COMMUNICATION SYSTEM TILE CONTRACT DOCUMENT REMAINS SOLELY WITH I.CONDUIT TO BE RUN CONCEDED IN COUNGS,FINISHED EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN GENERAL AND THE CONTRACT. X PPC POWER PROTECTION CABINET ARCHLEC(/ENGINEER.COMPACT DOCUMENT OR NOT, AREAS OR DRYWALL PARTITIONS,UNLESS OTHERWISEHDRAWINGS NOTED 4,THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE SPC CT SHEET OT FOOT ELECTRICAL GUARANTEE J.THE ROUTING OF CONDUITS INDICATED ON if{E DRAWINGS IS INTENT OF AHE DRAWINGS AND TO DESIGNATE THE METHOD OF I.GGAUNTLY MATERIALS,PARTS AND LABOR FOR WORK FOR ONE DIAGRAMMATIC,BEFORE INSTALLING ANY WORK,EXAMINE THL DETAIL REFERENCE KEY SIM SIMILAR NOTES YEAR FROM THE DATE OF ISSUANCE OF OCCUPANCY PERMIT. WORKING LAYOUTS AND SHOP DRAWINGS OF THE OTHER THE PROCEDURE,TYPE AND QUALITY OF MATERIALS REQUIRED - 55 STAINLESS STEEL DURING THAT PERIOD,MAKE GOOD FAULTS OR IMPERFECTIONS TRADES TO DETERMINE THE EXACT LOCATIONS AND TO COMPLETE THE WORK REFER TO THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIALS CLEARANCES. 5.MINOR OMATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED SSL STEEL OR WORKMANSHIP WITH UO ADDITIONAL COMPENSATION AND AS K.ALL.EXTERIOR MOUNTING HARDWARE TO BE GALVANIZED AND SHALL BE CONSIDERED AS PART OF PIE WORK.NO DRAWING DETAIL NL711I#R TOC TOP OF CONCRETE SHEET NUMBER DIRECTED BY ARCHITECT. STEEL.COORDINATE PUT BUILDING ENGINEER PRIOR TO CHANGES THAT ALTER THE CHARACTER OF THC WORK WILL BE TOM TOP OF MASONRY MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A 2 TOP ATTACHING TO BUILDING STUGTURE. CHANGE ORDER_ RE:2/A-3 VIF VERIFYINFIELD A3 UON UNLESS OTHERWISE NOTED N�� SHEET NUMBER OF TEETHE MARC WEWED WIRE FABRIC _. W/ WITH SHEET 120f 12 SHEETS T 0 aMobile• T=MOBILE NORTHEAST L IORKBTrIOAO Q®a�E,A/rIEY,PA 1 W10 V`0 LI 1 3883Az ym - �z ORIENT FIRE DEPT z SUBM DATC OESCRIP3RW (in%1f7 ararn,rr� nwm+x FeYir � m/]afa� NII:HI rImq"l R �!�'1lrf p4arr rR14GKl [ 23300 MAIN ST ORIENT, NY 11957 _ nrL an VICINITY MAP CSLaC: /A - MAR 2 6 2013 PROJECT NO: 317.000 (707B V2 GROUND 6102 MUAC r C tC�BY; RMFB e ) 'UULI10;,, Ifth N EW f litilHiiifA 1p'-:'1f(j_.�� / \ '` $FQ� S GENERAL NOTES PROJECT SUMMARY +gin 1, 1.THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH B.THE CONTRACTOR SHALL PROVIDE A FULL SET OF SITE NUMBER: LJ13883A APPLICANT: IMMOBILE NORTHEAST LLC ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE SITE NAME: ORIENT FIRE DEPT 400 STREET RD u++ {r ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONSBENSALEM, PA 19020 ORIENT, t r COMPANY SPECIFICATIONS, AND LOCAL AND STATE AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH �'ITE ADDRESS: 23300 "N ST 1, JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE THE PROJECT. ORIENT, NY 1}SETT F z < PROJECT MANAGER; AMERICAN TOWER CORPORATION �. O71 p9 L7 P TIE oL WORK. THE WORK PERFORMED ON THE PROJECT AND THE TOWER OWNER AMERICAN TOWER C@RPDRAnON 116 HUNTINGT@N AVENUE, 11TH FLOOR ,o w a' MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH 9•THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT rT'. f Ny ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY ATC SITE NUMBER: 373337 BOSTON, MA 02116 RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, 511 Y 2,THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR LAT./LONG.: 41'08 33,5'N /72'17'5011' W CONTACT: BLAKE PAYNTER R FORTH IN THE CONSTRUCTION AND CONSTRUCT DOCUMENTS THE COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. 781-928--46M THIS DOCUMENT IS THE CREATION, COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB CONSTR13CT1ON TYPE: 118 10,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY DESIGN,PROPERTY AND COPYRIGHTED E NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS A PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE USE GROUP: U ARCHTECT ENGINEER: INFRMY ENGINEERING WORK OFT-MOBILE.ANY DUPLICATION ERRORS S THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT WORK BY THE ARCHITECT ENGINEER, THE STATE, COUNTY, OR / 1033 WATEMIET'SHAKER ROAD EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND / PROPERTY OWNER: ORIENT FIRE DISTRICT OR USE VJITHOUTEXPRESS WRITTEN IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE LOCAL GOVERNMENT AUTHORITY. JURISO)CTI@N: TOWN OF SOUTHDLD ALBANY, NY 12205 CONSENT IS STRICTLY PROHIBITED. DOCUMENTS. 11.THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PARCEL ID: i0DO-018-00-05-00-413-008 s 3.THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, ZONING: INSTTTUIIONAL CONTACT. UATT BIRTH NOTE:IF DRAWINGS ARE 22N34',USE OF NOTIFYING (IN WRITING) THE T-MOBILE REPRESENTATIVE OF CURBING, ETC., DURING CONSTRUCTION, UPON COMPLETION OF 443-567-5791 GRAPHICAL SCALE ANDIOR112TIMES GALL ,.WORTH ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OF THE NOTED SCALE- % HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EENT OF DISCREPANCIES, THE CONTRACTOR PROPERTY. PROJECT DESCRIPTION SITE NUMBER: SHEET INDEX LI 13883' SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS 12.THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA DO NOT SCALE DRAWINGS DIRECTED IN WRITING OTHERWISE. CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE ®EXISTING MONOPOLE ❑EXISTING CABINET(s) ❑OUTDOOR SHEET DESCRIPTION REVISION SITE NAME: CONTRACTOR SHALL VERIFY PLANS AND EXISTING DIMENSIONS AND 4.THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT ❑EXISTING LATTICE TOWER ❑EXISTING RBS 2106 ❑INDOOR T-1 TITLE SHEET 0 ORIENT FIRE DEPT SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE ❑EXISTING TRANSMISSION TOWER EX CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, ❑EXISTING RBS J1o6 EXISTING C-1 SITE PLAN 0 23300 MAIN STREET ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT DUST, OR SMUDGES OF ANY NATURE, EXISTING WATER TANK EXISTING 512000 CONCRETE PAD C-2 COMPOUND PLAN 0 ORIENT,NY 11957 WITH THE WORK OR BE RESPONSIBLE FOR SAME. AS DESCRIBED HEREIN. ❑EXISTING BUROING ❑EXISTING Res 6102 ❑�PLATFORM C-3 EQUIPMENT PLAN & ELEVATION p 13.THE CONTRACTOR SHALL COMPLY WITH ALL OSHA El EXISTING FLAWOE El SITE SUPPORT CABINET❑FXOSTMNI PP0 C-4 ANTENNA ORIENTATION & RF SCHEDULE 0 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE REQUIREMENTS, AS WELL AS THE LATEST EDITIONS OF ANY SHEET TITLE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE PERTINENT STATE SAFETY REGULATIONS, ❑EXISTING FORT WORTH El GPs ElPANELMW C-5 EQUIPMENT SPECIFICATIONS 0 HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE E-1 SITE UTILITY PLAN 0 PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE 14.THE CONTRACTOR SHALL NOTIFY THE T-MOBILE REPRESENTATIVE T-MOBILE NORTHEAST LLC PROPOSES THE MODIFICATION of AN E-2 COAX FIBER PLUMBING DIAGRAM O TO OBTAIN LOCA?ION OF PARTICIPANTS CONTRACT DOCUMENTS. WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT UNMANNED WIRELESS BROADBAND FACILITY. SWAPPING 3 EXISTING N-1 GENERAL AND ELECTRICAL NOTES 0 TITLE SHEET UNDERGROUND FACILITIES BEFORE YOU DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR ( ) OIO IN NEW YORK IS BOROUGHS AND 6.THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT ANTENNAS WITH (3) PROPOSED ANTENNAS. ADD11ION OF(3) LONG ISLAND),CALL NEW YOR K B II,INC WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM UNTIL CONFLICT IS RESOLVED BY THE T-MOBILE PROPOSED ANTENNAS AND RRUS. REUSE, GPS ANTENNA AND TOLL FREE:1-000-272-4400 OR NOT CLEARLY DEFINED BY THE CONSTRUCTIONEXISTING EQUIPMENT CABINETS. www,newyork-8I1.mm REPRESENTATIVE. - - DRAWINGS/CONTRACT DOCUMENTS, 15.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, NEwyoRKsrATUTe - SHEET NUMBER Know wEti:sl'sbelow. REGUIRG YSkv 7.THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS PROPERTY LINES, ETC., ON THE JOB. /� wREQUIR AY6NVGCE CalIbeforeyoudIg, BEFORE YOUEREAVATE ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR 16.THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO T-1I ORDINANCES TAKE PRECEDENCE. THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK. SHEET 1 OF 9 SHEETS INFINIGY HAS NOT FIELD VERIFIED THE GENERAL $TTE lN07ES: M � Oh* M EXISTING T-MOBILE EQUIPMENT AT TIME OF Mobile ISSUANCE OF THE DRAWINGS. CONTRACTOR I. A 6WLUE OOUNMW SURVEY OF NI(ADS)PARCEL HAS NOT T-MOBILCN011TH-LLO TO VERIFY PRIOR TO INSTALLATION, BEAN PERTO"ca BY WNW.BDIRTOARY MWQRWIION If SHOWN 11114 OBTAINED TTIOLL IILi10RWTgk PROYIOEO BY OTTICHS,pm9n OEMAMM,PAIAMI HOST PARCEL: / \\ \\ F� , IS SUBJECT TO ALL EFTS M UIS ANSI RESTRICTIONS OF RECORD, Qj PIN: 36-17–C / J \ Z. BASEMApp1NC 1HTQRUATIDH BtSEU QR PADNEKO T1FORwilDN. caa ORIENORIENT FIRE DISTRICT j` \ 1 \ \ CONSI�I� >- T MAIN D3. CWRnCEOR TO nELB VEWY ONE7I�SBONS AS REOESSAme BEFORE ` ORIENT, NY 11957 4. THE PROPOSED Mn-LOPMENI DOES NOT*KLUpE SOS OF ry AREA: 4.43 ACRESf \ r ' ZONE: 662 S. THE PROPOSED OEY[1AP9IEHT 5 UIi14AlRIEII IWO SIfEIIEFOItE ROES -w• NOT REOUK A MEW OF WATER SUPPLY OR SEIYAOE D5POSAt Y B. NO IAW65T7VPING NOW 15 PROPOSED W COMR1NC11ON 1pR1 TMS EEZ+EIDPUEIFT OTHER TFIAN 11gT 1MtlGE IS SHDA11. � o PROPO4ED OE4ELOPMENT ODES NOT NCI.ifOC OUTDOOR STORALE OR ART'SOLID{9ASTE RSt:EPT,{OIES. O \mss a. ATRUTIEs SIIm ON PTAH ARE TAX0 MCA ONNERS RECORDS / AND rXIB LON)ON OF VTSW SURFACE EFATUP.ES. THE EASTENGE.EXTEM ANO tXXT Hp ZMtAL AM VERTTX SUBMITTALS APPROXIMATE LOCATION \ LWATIONS DF URTIIIES H4 NOT SEEN VERWIED.AM'CONTIRACIOR rATc o_rScmnUt nEmIlON OF EXISTING PROPERTY LPERFORMING T 48 {Ds INS Pm � M W`�U1IlETY Al W00m wow07 jl, mm Q� �Ig• LINE (TYP) I<Y m CIICNT mm4mmI 9- ALL OBSOLETE OR UNUSED FAJ'.RW SMALL 1TE REMOVED Moot ow+Lne Letup e0+ o 1 — \ 12 MONTHS OF CESSATION OF OPETUITTON3. EXISTING FIRE g�'} EXISTING DEPT. BUILDING \ SITELEGEND _ 1 PARKING\ LOT 'a'$ ; EXISTING BUILDING (TYP)� — SITE PROPERTY LINE STREET OR ROAD :' \ - _•�-•- CNN LINK FENCE Ila OPAQUE WOODEN FENCE torc / \ THTC / sinS ors +4TLE5/Sr"IRLIUJ MUM EXISTING J 'X PARKING LOT \ r' ` r r 1 ggt TREE LINE PROJECT N0: 317-000 DRAVYN RWF \ UTUTY PQLE OH B \ r435'f \ (E) EXISTING (N) NEW \ � (P) PROPOSED 1 (F) FUTURE RAA _ 0?104b \ FES 5, \ N \\ PROFES SEAL THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OFT-MOBILE.ANY DUPLICATION ' / \ OR USE WITHOUT EXPRESS WRITTEN \ CONSENT IS STRICTLY PROHIBITED, EXISTING FENCED 11 / / NOTE:IF DRAWINGS ARE 22-44',USE EQUIPMENT COMPOUND GRAPHICAL SCALE F THE ANDIOED SCALE SITETIMES EMA '�E _ I SITE NUMBER: LI13883A �iF O S 1 f SITE NAME: ORIENT FIRE DEPT 23300 MAIN STREET 1 ' 1 Southold�o n �ORIENT,NY 11957 Pinning SHEET TITLE SITE PLAN GRAPHIC SCALE 801 401 0 401 801 SHEET NUMR N � SITE PLAN BE __ SCALE. AS NOTED SCALE: 22"x34" SHEET 1"= 40' C•1 CALLED NORTH SCALE: 11"x17" SHEET 1 80' SHEET 2 OF 9 SHEETS INFINIGY HAS NOT FIELD VERIFIED THE GENERAL SFE off S: w �NI+�b�e EXISTING T-MOBILE EQUIPMENT AT TIME OF e ISSUANCE OF THE DRAWINGS. CONTRACTOR 1. A CCLWLETE BOLRiAW SURVEY OF UIE"OST PARCCL I•LAS NOT r•nrrwra.mrorm BEFA KFIFORUEO DA INFINCt ETLMJIROARI'WrORYATpN Ir SIID ! �O.EET- To VERIFY PRIOR TO INSTALLATION. WIAS OBTANED FROM III cwrloR PRWIDCD w O PIM PROPERTY .— IS SUB]ECr TO ALL EASEMENTS NIO RESTRICTIONS OF RECORD. O. BA WPPM i"MAION 6kSCD ON PROM0INFO[nNATiON. p Gj 3, CONMUZIOR TO FIELD VERIFY olNE Wa AS NECESSARY DEFORE CONSTRUCTION. ggg A 4, THE P`NW=O DEVELOPN£NT DOES NOT MCLUDE SOS OF AMATIva. fil PROPOSED 7 S 5. THE RC MCAH!9F- WATER�SUPP OR Sn CE DISPOSAL,S '+ BUILDING a BUILDING s. NO WuwwNr o7 WORK IS Film mCD IN C9NJIANCTON rRm nRs F1E5FLOFl1EHT OTINER IFNM TIIA7 YIINICH IS SFIDkf>s EXISTING FIRE 7_ TIR:PROPOSED OEVELOPMEN!DOES IM?INCLUDC DEPT. LATTICE DUIODOR STOR/6E OR ANF SOUR+WASIE RECEP7ACLES TOWER B UTILITIES SHOWN OR PIM!ARE TMO FAN OWNERS RECORDS A/ AND FIELD LOCATION OF VISIBLE S1IRFACE FEATURES. 14 EXISTING ICE BRIDGE WSStW.E%TCHT AND EXACT HOMZONIAL AND VERTICAL SUBMITTALS LOCATION&OF WRIM HAS NOT REEN VERIFIED.AW CONLRACIOR DALE D[113cRL'+An1N aI:vLlan A.i BY OTHERS (TYP.) PERFOR111NG WORK ON THIS SITE WAST CONTACT WSS UTILITY AT yi.p. mum—m" A LEAST iE IMRS PRIOR TO COMUEKING WAX. o:/xinn sunrr nrwaws r 01/0]/10 CWr,rEYJ.l e -PROPOSED H-FRAME W� W ALL ORM-FE OR UNUSED FAUIITIES SIKL BE R(HOM D WR101 oTrrn/u nsum ter tpreaucrne a PROPOSED PPC&PROPOSED 12 MORRIS OF CESSATION OF OPERATIOILS 1 CIENA BOX rr�"'/`•V�Yr�r`f� ���� ;• `ti, -ExISTING EMPTY 6'X10' CONCRETE PAD (TYP.) — --SITE LEGEND SITE PROPERTY LINE PRAPAm(1) T-MO&IE S17E / ,{.` s :Y I STREET OR ROAD StFPCRT CASIffiT ' d `;t! PROPOSED H-FRAME W/ DEPT. DATE MP'D A.Dus C111OWN UNK FENCE RIT &PROPOSED COUP l , �. PROPOSED FIBER JUNC7)ON BOX DET PRUPM(1) T-MOIRICE 1�11VI1 .--' •,' y y; u—a- QPAOUE WOODEN FENCE STAckEl7 Si'.a {�+A ` �� r� �,+� ` r�� ,1 PROPOSE,O T-MOBILE ICE-BRIDGE TREES/SHRU95 11 j1R tag 0- EXISTING ACCESS GATE e--► TREE LINE PROJECT NO: 317.ODO j VV DRAVVNlip I 11 STACKED SLS EXISTING SHELTER A4 } 38( UTILITY POLE OTHER CARRIER 1E !•'/' 1 » EXISTING MONOPOLE r 4 (E) EXISTING EXISTING ACCESS GATE °� {;!/+ \ (N) NEW '"ILII J +'r•' `.; r. •\ C1fI5T1NG UTILITY (P) PROPOSEDy . M1 Irl I f H-FRAME (TYP.) A (F) FUTURE Q LO 11Uf1H 1 U 1 Jf EXISTING CONCRETE ���- PIER TO BE REMOVED 4ys _„ EXISTING ICE BRIDGE \ �a (TYP OF h)ARY _j, s t.� ,� I' T +rJ.- ` .' 1 BY OTHERS (TYP.)AS •�� FSSfC), M1At1 ' •1 • �+ �� _ J PROF£S SEAL PROPOSED T-MOBILE LIGHTS KjA , �s`�y (TIP OF 4 PER CORNER) �+ `r �� �� q! L _ �: EXISTING TRANSFORMER THIS DOCUMENT IS THE CREATION, f h l J A ` ON CONCRETE PAD DESIGN,PROPERTY AND COPYRIGHTED • li l �.� WORK OF T-MOBILE.ANY DUPLICATION PROPOSED 12',y26' t/f.°. f' +�. -!'` '� '�, OR USE WITHOUT EXPRESS WRITTEN T MOBILE LEASE AREA ; ';' r' 0� '40 w, PROPOSED (18) T M08ILE7/6' CONSENT IS STRICTLY PROHIBITED, PROPOSED T-MOBILE EQUIPMENT �' COAX CABLES(fI15) AREA ON 020'CONCRETE PA9 + y°rte` l '. Y NOTE:IFDRAWINGSARE R112TIUSE S.r,{ � ., Why PROPOSED 8X20' T-MOBILE CANOPY A' T ", i F GRAPHICAL SCALE AND/OR 12 TIMES T� " L , EXISTING CELL SITE CABINET _ OF THE NOTED SCALE. ON CONCRETE PAD SITE NUMBER: EXISTING FENCED \ LI13883A EQUIPMENT COMPOUND J.k EXISTING CONCRETE �= _ _ + C EQUIPMENT PAD �-�I+1 SITE NAME: BY OTHERS' ' r ,A L ORIENT FIRE DEPT IYI A R 2 b ?111 N yp C! 23300 MAIN STREET EXISTING GEN PLUG ORIENT,NY 11957 ON H-FRAME TELCO BOX ON t •��r� �GI:01D!d TOVF{1 SHEET TITLE H-Ef2AME \\"_EXISTWO �ITTTlfllTi�nODTEI a` 5 r _ ACCESS GATE COMPOUND PLAN GRAPHIC SCALE 10' 5 O 5' 10, SHEET NUMBER 1� 1 COMPOUND PLAN rl 6j \:--/SCALE- AS NOTED SCALE: 22"x34" SHEET 1"= 5' C•2 CALLED NORTH SCALE: 11"x17" SHEET 1 10" SHEET 3 OF 9 SHEETS INFINIGY HAS NOT FIELD VERIFIED THE NOTE: a y� �{�»j�114p A EXISTING T-MOBILE EQUIPMENT AT TIME OF INFINIGY ENGINEERING HAS NOT EVALUATED THE 1L lJ ISSUANCE OF THE DRAWINGS. CONTRACTOR TOWER OR MOUNT LOADING FOR THIS SITE, AND •.wenn wan9"T ue aeerearwow TO VERIFY PRIOR TO INSTALLATION. ASSUMES NO RESPONSIBILITY FOR ITS STRUCTURAL 9:N9NPN,P.11,me INTEGRITY REGARDING ITS EXISTING OR PROPOSED PROPOSED T MOBILE TOWER LOADING. FINAL INSTALLATION TO COMPLY WITH EXTENSION RESULTS OF PASSING STRUCTURAL ANALYSIS. PROPOSED(1) T-MOBILE SITE m SUPPORT CABINET r' 108 w Z EXISTING CONCRETE PIER PROPOSED T-MOBILE COIF { —^ TO 8E REMOVED(TLP OF 4) ON PROPOSED H-FRAME PROPOSED T MOBILE PPC I SUBMITTALS ON PROPOSED H-FRAME- PROPOSED T-MOBILE FIBER aA1E DESCIWIMM pmol alne(re *sera rer K( SLACK BOX ON PROPOSED I ` wane c PROPOSED CIENA ENCLOSURE H-FRAME I ft-go" ` crnw rrwarksu c ON PROPOSED H-FRAME PROPOSED T MOBILE PROPOSED T-MOBILjl' I wleene ;v a e�o "eN ICE-BRIDGE ANTENNA (TW OF PROPOSED(1) T-MOBILE ' ti SECTOR, 3 TOTAL) j STACKED SLEEVE 1 EXISTING CARRIER • a a ICE BRIDGE 1 FUTURE(1) T-MOBILE STACKED SLEEVE 1 EXISTING MONOPOLE RFE Came { 1 -'xj, - wx�c. �+ PROJECT NO: 317-000 n t I z oriAvvN aY: RWF / ► 3 CHECKll8 ( f I a <1 © r I z a ,I PROPOSED(1 B) T-MOBILE 718" I rZ-Fn cn COAX CABLES(+115) I w 1 CL q u a f j o 4Lsf 3 o71 t39b � ac` P4.F PROPOSED(18) T-MOBILE 7/8" I o �-' COAX CABLES(f115) - I a �SSIt)0 PROPOSED r MOBILE LIGHTS Pti0F6SSl4N - (TYP OF 4 PER CORNER) ` .• ' I THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED I WORK OF T•MOBILE ANY DUPLICATION I OR USE WITHOUT EXPRESS WRITTEN / CONSENT IS STRICTLY PROHIBITED. I NOTE ' GRAPHIF ICAL SCALE ABGS ARE LE AND OR 1124TIMES ZD.0 I OF THE NOTED SCALE. SITE NUMBER: I L 113883A PROPOSED BWO' 1 SITE NAME: T-MOBILE CANOPY l ORIENT FIRE DEPT II y 23300 MAIN STREET �f ORIENT,NY 11957 {I r SHEET TITLE J��A EQUIPMENT PLAN & ELEVATION GRAPHIC SCALE J ,- •Y 4' 2 2' 4 MAR 218 SHEET NUMBER 1 EQUIPMENT PLAN SCALE: AS NOTED 2 TOWER ELEVATION LI „I T, II C-3 CALLED NORTH SCALE (11x17): 1„ = 4'-0I T 10 SCALErl SCALE (22x34): 1' = 2'-0" -•,- SHEET 4 OF 9 SHEETS INFINIGY HAS NOT FIELD VERIFIED THE • EXISTING T-MOBILE EQUIPMENT AT TIME OF ��VIOb1� 7. ISSUANCE OF THE DRAWINGS. CONTRACTOR Wp-mm W TO VERIFY PRIOR TO INSTALLATION. TJM, -96TA.0 �NENIAI KPA loom yn$n PROPOSED T-MOBILE PANEL ANTENNA 2 N (TYP. OF(1) PER SECTOR (3) ; ' SECTORS TOTAL) Z '2�` s m T�n �u EOt� 7 i' SUBMRTALS BATE PE:CAIpao" 9EY 104 ol�wlmun F%mwm A OR 1+ !i Itil CUM m~ E EXISTING STEALTH tmcl �r anmawa c r1,256 MONOPOLE TOWER ouu/u sum rca xaxxmdemn e Y N NFE PF". mma OPS WSW ANTENNA ORIENTATION (PROPOSED) :-:::-=-A TO SCALE PROJECT NO: 317.000 JORAVYN BY' RWF CALLED NORTH CHIC MLT s r J-0 - Pfl THIS DOCUMENT IS THE CREATION, DESIGN'PROPERTY AND COPYRIGHTED PROPOSED RF SYSTEM SCHEDULE WORK OFT-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN SECTOR ANT, ANTENNA MODEL # VENDOR AZIMUTH M-TILT E-TILT TMA MODEL CABLE RRU MODEL 1y LENGTH QCABLE CABLE CABLE CONSENT IS STRICTLY PROHIBITED- LENGTH DIAMETER TYPE NOTE:IF DRAWINGS ARE 2244'.USE A A-1 SBNHH-1D658 ANDREW 70' 0' 3' (2) TINN IMA - 115' 6 7/8' Cons GRAPHICAL SCALE AND/OR 112 TIMES OF THE NOTED SCALE, B-1 SBNHH-1D658 ANDREW 190' 0' 3' (2) TIRN IMA - 115' 6 7/8' COAs SITE NUMBER: L113883A SITE NAME: C C-1 SBNHH-105B ANDREW 250' 0' 3' (2) TIRN IMA 115' 6 7/8' COAX ORIENT FIRE DEPT 23300 MAIN STREET ORIENT,NY 11957 SHEET"TITLE ANTENNA ORIENTATION & RF SCHEDULE i I � MAR 2 6 ?018 I�- SHEET NUMBER 2 RF SCHEDULE PROPOSED 70-SCALE ScrNthf!!fT 7W11 F, Pl, SHEET 5 OF 9 SHEETS PROPOSED PANEL ANTENNA 1: 0 `Mobile 11111 PROPOSED ANTENNA MOUNTING ,maKn on BRACKET WITH TILT .+u�uaa.anx...rua oWML1lM tpp PROPOSED 8' X 2 1" PIPE MOUNT (CONTRACTOR TO VERIFY) PROPOSED 3' O.D. ANTENNA MOUNTING PIPE (81) STRUCTURAL NOTES: (TYP. OF 1 ® EACH ANTENNA) 1. SPECIFICATIONS / CODES: h� -CONCRETE WORK SHALL BE PERFORMED IN V Y g —PROPOSED MOUNTING ACCORDANCE WITH LATEST EDITION OF THE ACI CODE. N� BRACKET (TYP.) -STEEL WORK SHALL BE PERFORMED IN ACCORDANCE a} WITH AISC STEEL CONSTRUCTION MANUAL, Z , 9tH EDITION. -WELDING SHALL BE PERFORMED N PROPOSED WITH AMERICAN WELDING SOCIETY D1.1-92 i PROPOSED AT&T TMA ANTENNA (TYP.) (TYP. OF 1 PER ANT.) "STRUCTURAL WELDING" CODE-STEEL. Z (SEE 8/A-2) -REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD PRACTICE." 2. MATERIALS: SU13M A S art fCV15Y7N —CONCRETE: fc' — 3000psi. (MIN. U.N.O,) nese Mw MAD FM Baa ■ —REINFORCING STEEL: ASTM A615, GRADE 60. —WIRE MESH: ASTM A185. 0~1 mw mr104 o uaar•� 11101104 a PROPOSED MOUNTING -STRUCTURAL STEEL: ASTM A36, ej~s "sum r c njpmw. a BRACKET(TYP.) -ELECTRODES FOR WELDING: E 70xx, _ -GALVANIZING: ASTM A153 (BOLTS) OR ASTM A123 ,4 (SHAPES, PLATES). PROPOSED ANIENNA -EXPANSION BOLTS: HILTI KINK BOLT II, STAINLESS MOUNTING BRACKET STEEL, 3/4"0x43/4" EMBEDMENT OR AN APPROVED O O PROPOSED JUMPER CABLES EQUAL. 850 1900 mew 1�eH O_ 8 1900 O • a[". auc Sa'r'a u�waa Br r[lV aaYtO ANTENNA NO. TYPE H W D WEIGHT °r; avaAL PR SBNHH-1D658 WCS 72.7" 11.9" 7.1" 50.70 u — p.fEOT NO: 317•OOD DRAWN RWF ANTENNA DETAIL 2 ANTENNA MOUNTING DETAIL 3 NOTES CW41i A M9 -- OT TO SCALE - fJilt TO SCALE h401 10 SCALE ! /'`,�- SrF ,!r l 30.1" 34.8" E •- �. {I �,`y( l t o 0 o ii; MI.1Rn O O O 7io • 000' ti � � 4� . J \ f )AG PROPE9fia$ THIS DOCUMENT IS THE CREATION. TAG TAC DESIGN,PROPERTY AND COPYRIGHTED 8 8 8 A R ; 2 O 1 #' N2 OR�WITHOUT'TANY DUPLICATION EXPRESS WRITTEN 20' S CONSENT IS STRICTLY PROHIBITED, 000 �--- �.- FAG S1_1,lf"i_ i[.!,.,]1 z NOTE IFDRAVANGSARE 221441.USE 20 — `. �11r,tsOrfrir w.`:=irV GRAPHICAL SCALE ANOOR 112 TIMES OF THE NOTED SCALE. X" £'HAMFE #5 O 12" O.C. FRONT VIEW SIDE VIEW SITE NUMBER: L N 22..2" 3.6° L113883A 6 �■� METALLIC TAG NOTES: SITE Ni —_.- ORIENT FIRE DEPT 7XCAVATE 1. TWO METALLIC TAGS SHALL BE ATTACHED AT EACH END 233MMAJNSTREET ORIENT.NY 11957 OF EVERY CABLE LONGER THAN (3) THREE FEET.2. CABLES LESS THAN (3) THREE FEET WILL HAVE TWO " THICK LAYER OF �" DIA. CRUSHED STONE M N METALLIC TAGS ATTACHED AT THE CENTER OF THE CABLE. TAGTHE "UNDISTURBED SOIL" BASE SHALL BE nASE ON UNDISTURBED SOIL, 0 1 a 3. TAGS WILL BE FASTENED WITH STAINLESS STEEL ZIP TIES �1SHEET TIRE COMPACTED TO AT LEAST 95% MODIFIED PROCTORINAL GRADE SLOPE AWAY FROM CONCRETE "' I APPROPRIATE FOR CABLE DIAMETER. MAXIMUM DENSITY PER ASTM D 1557 METHOD C— EOTEXTILE FABRIC (MIRAFI 500X) I 4. STANDARDIZED METALLIC TAG KITS WILL BF_ ASSEMBLEDTAG EQUIPMENT XISTING UNDISTURBED VIRGIN SOIL OR G 0 WITH TAGS ALREADY ENGRAVED TO ACCOMODATE ALLOMPACTED FILL CONFIGURATIONS. y2 SPECIFICATIONS AS REQUIRED TO REMOVE 1_ 34.8" _ i — VEGETATION & TOP SOIL, EXPOSE 27.0" L1.2- UNDISTURBED NATURAL SUB GRADE. PLACE SHEET NUMBER A MINIMUM OF 4" GRAVEL. GRAVEL SHALL TOP VIEW BOTTOM VIEW PASS A ONE INCH SIEVE 4 CONCRETE EQUIPMENT PAD DETAIL s METALLIC TAG DETAIL C,g �� _ _ g _SITE SUPPORT CABINET DETAIL \ -- /NOT TO SCALE -- OT TO SCALE —_ NOT TO SCALE \� SHEET 6 OF 9 SHEETS CODED DRAWING NOTES: ►� �I+� � o ]1� 0, PROPOSED T-MOBILE CONCREIE EQUIPMENT PAD GENERAL ELECTRICAL NOTES: '1' TMOe1�1N'ofniHe^.T�F11 IOO6iNFF.f HON) O PROPOSED T-MOBILE PPC CABINET o u.Haeu,re)m)n 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WIIH THE LATEST VERSION OF THE NATIONAL ELECTRICAL CODE AND 3 PROPOSED T-MOBILE SITE SUPPORT CABINET ALL LOCAI AND STATE CODES, LAWS, AND ORDINANCES_ QPROPOSED T-MOBILE STACKED SLEEVE WITH (3) RADIO MODULES 2. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS OTHERWISE INDICATED. SUPPLY UTILITY MARKING FUTURE T-MOBILE STACKED SLEEVE TAPE BURIED 12" BELOW GRADE ALONG ENTIRE LENGTH OFo m o QUNDERGROUND CONDUITS. y PROPOSED CIENA ENCLOSURE mzWm 3. ALL CONDUCTORS SHALL BE COPPER WI1H THHN/TIIWN 7 a PROPOSED T-MOBILE HCS JUNCTION BOX INSULATION. CONTROL CONDUCTORS SHALL BE STRANDED, L =n POWER & LIGHTING CONDUCTORS SHALL BE SOLID FOR #10 3� �} 1 1/2" CONDUIT W/(3) #1 AWG CU & (1) #8 GREEN GROUND FROM PROPOSED & #12 CONDUCTORS AND STRANDED FOR ALL OTHER SIZES. V T-MOBILE PPC CABINET TO PROPOSED T-MOBILE DELTA SITE SUPPORT CABINET } \ 4. ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC. Q2' GRC OR LIQUID TIGHT CONDUIT W/(3) #1 AWG CU & (1) #2 GREEN GROUND 1 \, J1 ; COORDINATE ELECTRICAL WORK WITH SITE CONDITIONS. FROM PROPOSED T-MOBILE DELTA SITE SUPPORT CABINET TO PROPOSED1\• \ 5. LOCATE ALL UNDERGROUND UTILITIES BEFORE TRENCHING. T-MOBILE JUNCTION BOX IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND ENGINEER IMMEDIATELY, SUBMITTALS (1) 2" SCH 40 PPC CONDUIT WITH PULL STRING FOR TELCO FROM PROPOSED \ DATE I 0.n CRPAC tf REV S1Gd1 CIENA ENCLOSURE TO PROPOSED T-MOBILE DELTA SITE SUPPORT CABINET `ti. +, 6. ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF Wl-ho uiut to►ntMr r CAPS NOT DUCT TAPE. `y� 1% \ a •'1 wR�1)N aura Nwb.t f (1) 2." SCH 40 PPC CONDUIT WITH PULL SIRING FOR TELCO FROM PROPOSED L a o1y)/)r nd)e+e+rn+r s T-MOBILE DELTA SITE SUPPORT CABINET TO PROPOSED T-MOBILE STACKED 1��x , 7. PROVIDE 200 B TEST PULL WIRES IN EACH TELEPHONE. mjav)R emm roe w+n..ccr tl SLEEVE \ �� • , AND POWER CONDUIT. _ 12 (1) 2" SCH 40 PPC CONDUIT WITH PULL STRING FOR TELCO FROM PROPOSED . 8. PULL BOXES SHALL BE INSTALLED AS NEEDED PER NEC � ��_ � 'n T-MOBILE STACKED SLEEVE TO PROPOSED T-MOBILE JUNCTION BOX UTILITY REQUIREMENTS.I '� � - '�, - � ,_ 13 (1) 2" SCH 40 PPC CONDUIT WITH PULL STRING FOR TELCO FROM PROPOSED T-MOBILE STACKED SLEEVE TO PROPOSED T-MOBILE JUNCTION BOX 1IIr _ 4) ABBREVIATIONS: x, s + . ;i. �•• � •;�� ` y' r�t er & AND COORDINATE EXACT LOCATION WITH UTILITY COMPANY, STUB UP POWER AND %!/.'.� `,.rb A � 7 AWG AMERICAN WIRE GAUGE 14' CONDUITS AS DIRECTED BY UTILITY COMPANY. REFER TO EQUIPMENT ! ,1;'.' �� * �•' �f'�".��s„+ BCW BARE COPPER WIRE �Ui att ur'o esnsous SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS % / ` 6 `-+" r�� BFG BELOW FINISH GRADE n _�� —"f' BTS BARE TINNED STRANDED 15 ALL TELCO CONDUITS SHALL USE LONG SWEEPS AT BENDS %• ' / \ 2 ► � C CONDUIT - T 8 1 CAD N PROPOSED T-MOBILE LIGHTS (4 PER CORNER) CIGBE COAXISOLATED GROUND BAR EXTERNAL ,,�;. � s \ DLO DIESEL LOCOMOTIVE CABLE '��• y + t DWG DRAWING PROJECT NO: 317-DCB x i0 t EGR EXTERIOR GROUND RING DRAWN BY: RWS' 4° +mak ► EIGB EXTERIOR ISOLATED GROUND BAR CHEC MB c 7 �1— 1 + •5 \ C GROUND !_ - °' n �� % G '6 •. GPS GLOBAL POSITIONING SYSTEM • 1f1�- �� 1 �` T,•'�. HALO INTERIOR GROUND RING a CJ n \I ` •. MIGB MAIN ISOLATED GROUND BAR 1 {� { ,1 MGN MULTI-GROUNDED NEUTRAL i e1 a od 3 MSC MOBILE SWITCHING CENTER .r MTSO MOBILE TELEPHONE SWITCHING OFFICE �- \ PVC POLYVINYL CHLORIDE 4 + OTY QUANTITY S RIGID GALVANIZED STEEL STAINLESS SSFs� t,�����•� �t G�.7 \ " ns° S J� 7 ':J SST SELF SUPPORT TOWER � 1 oC) i TGR TOWER GROUND RING7 TYP. TYPICAL .. s � •� '�¢d '11 /,} L _ W/ WITH � ��ESS4•C7� SSEQ�lAL. \ 8 '' S.• ,o'.-: lye1 \ LEC A S M THIS DOCUMENT IS THE CREATION, W '•\ k..- ti DESIGN,PROPERTY AND COPYRIGHTED RECEPTACLE WORK OF T-MOBILE,ANY DUPLICATION OR USE IMTHOUT EXPRESS WRITTEN \ �� :t• r •• \;yt, 5 EBURIED POWER CONDUIT CONSENT IS STRICTLY PROHIBITED. - - —T— BURIED TELCO CONDUIT NOTE:IF DRAWINGS ARE 22"44',USE GRAPHICAL SCALE AND/OR 112 TIMES `� • ' `�� 'L _ - r_•-'� •,, . 1, ® ELECTRICAL METER OF THE NOTED SCALE. r: j • 1 ® INDICATES CODED NUMBER SFrE NUMBER L11388�• ' ' + SAFETY SWITCH SITE NAME: ORIENT FIRE DEPT UTILITY POLE 233DO MAIN STREET ORIENT,NY 11957 tf SHEET TITLE GRAPHIC SCALE: SITE UTILITY PLA CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR 11x17 ' TO CONSTRUCTION. COORDINATE LOCATION OF ALL PROPOSED R H // SHEET NUMBER DIGGING & UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. SCALE l ): 1 - 4'-0" 5olt#ltnsr��m1,1, SCALE (2204): 1" = 2'-0" Pi?Tlnirn^.rami E-1 !� SHEET 7 OF 9 SHEETS 9 W O j q Z ga . L..L 2: - SUBMITTALS OE%FWI*11M I1$4t310N OP/Pa)Pa is FG.Ate. aur'F/Pa na>rc rtvaar. u WN6/�'11 c�E4F igNmnS C n7/p/Sa arn�o r0.cmncycrw o Mr. MIC APP'P gtH4i f9 of !F wµ Tamm 'm CMii:Tll. VM u. PROJECT NO: 317.000 CONTRACTOR TO VERIFY LATEST RFDS WITH T—MOBILE DRAWN BY: RWF CHEcxEV MB of NE_ � � L •J 4I 0R P S 5 THIS DOCUMENT IS THE CREATION, DESIGN,PROPERTY AND COPYRIGHTED WORK OF T-MOBILE.ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED, NOTE:IF DRAWINGS ARE 22'X31",USE GRAPHICAL SCALE ANDIOR 112 TIMES OF THE NOTED SCALE. SITE NUMBER: L113883A SITE NAME: ORIENT FIRE DEPT 23300 MAIN STREET ORIENT,NY 11957 SHEET TIRE COAX/FIBER ID �' PLUMBING i FMA2 6 2018 DIAGRAM � � 792DB CONFIGURATION COAX/FIBER PLUMBING DIAGRAM _ SHEET NUMBER rU Ti NOT TO �r.nL P1anfl1HfI EtaTc! E-2 SHEET 8 OF 9 SHEETS ELECTRJCAL NOTES: - WOINCLUDED CLEANING RACEWAYS CONTb 1. CONFLICTS QUALITY ASSURANCE xMUblle R I.INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, PLANT SERVICES I. REMOVE ALL CONSTRUCTION DEBRIS RESULTING FROM THE L. PENETRATIONS OF WALLS, FLOORS AND ROOFS, FOR THE I.THE CONITRACTOR SHALL BE RESPONSIBLE FON VERiFfCATIONS 1.ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, AND ADMINISTRATIVE TASKS REQUIRED W COMPLETE AND MAKE WORK. PASSAGE T ELECTRICAL RACEWAYS, TO BE PROPERLY STATE AND FEDERAL REGULATIONS.THESE SHALL INCLUDE, BUT i•Mo0IR o lreleTLLo OPERABLE THE ELECTRICAL WORK SHOWN ON THE DRAWINGS SEALED AFTER INSTALLATION OF RACEWAYS SO AS TO �+�MEASUREMENTS AT THE SITE BEI ORE DTiDERING ANY wrn�snva nCN6ucN,PA1m]o AND SPECIFIED HEREIN, INCLUDING BUT NOT LIMITED TO THE 2. LEQUIPMENT AND SYSTEMS FOLLOWING THE COMPLETION MAINTAIN THE STRUCTURAL OR WATERPROOF INTEGRITY OF COMPENSATION SI:LALL BE ALLOWED DUE TO DIFFERENCE LOCAL GOVERNING BODY. SEE "CODE COMPLIANCE"T-1. FOLLOWING: OFF THE PROJECT TO THE SATISFACTION OF THE ENGINEER. MATERIALS OR DOING ANY WORK.NO EXTRA CHARGE OR NOT BE LIMITED TO THE APPLICABLE CODES SET FORTH BY THE THE THE WALL, FLOOR OR ROOF SYSTEM TO BE PENETRATED. BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDiCATO ON ADMINISTRATION A.PREPARE AND SUBMIT SHOP DRAWINGS, DIAGRAMS AND COORDINATION AND SUPERVISION SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE OR SMOKE THE CONSTRUCTION DRAWINGS,ANY SUCH DISCREPANCY IN 1. BEFORE THE COMMENCEMENT OF ANY WORK,THE CONTRACTOR ILLUSTRATIONS. I. CAREFULLY LAY OUT ALL WORK IN ADVANCE TO AVOID RATED WALLS, CEILINGS OR SMOKE TIGHT CORRIDOR DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE M0 WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE B. PROCURE ALL NECESSARY PERMITS AND APPROVALS AND UNNECESSARY CUTTING, CHANNELING, CHASING OR DRILLING OF PARTITIONS TO MAINTAIN PROPER RATING OF WALL OR OWNER FOR CONSIDERATION BEFORE THE CONTRACTOR PAY ALL REQUIRED FEES AND CHARGES IN CONNECTION WITH FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES. CEILING. PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS I THE WORK OF THIS CONTRACT. WHERE SUCH WORK IS NECESSARY, HOWEVER, PATCH AND M. PROVIDE ALL CONDUIT ENDS WITH INSULATED METALLIC , IF AWARDED THE CONTRACTPROJECT.THIS PROJECT MANAGES WILL DEVELOP A MASTER 2, THE BIDDER , WILL NOT BE REPAIR THE WORK IN AN APPROVED MANNER BY SKILLED GROUNDING BUSHINGS. SCHEDULE FOR d C.SUBMIT AS-BUILT DRAWINGS, OPERATING AND MAINTENANCE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY o In INSTRUCTIONS AND MANUALS. MECHANICS AT NO ADDITIONAL COST TO THE OWNER, RENDER N. CONDUIT TO BE SUPPORTED AT MAXIMUM DISTANCE OF THE OR PR OR PROJECT WHICH WILL BE SUBMITTED TO OR TO THE COMMENCEMENT OF 44Y WORM, MATTER OR THING CONCERNING SUCH BIDDER MIGHT HAVE � t D. EXECUTE ALL CUTTING, DRILLING, ROUGH AND FINISH FULL COOPERATION TO OTHER TRADES WHERE WORK WILL BE W-0 OR AS REQUIRED BY NEC, IN HORIZONTAL AND FULLY INFORMED THEMSELVES PRIOR TO THE BIDDING, 2, SUBMIT A BAR 3YPE PAPORESS CHART, NOT MORE THAN 3 d QhY9 AFTER THE DATE ESTApLISIICO FOR COMMENC£MEHT OF u PATCHING OF EXISTING OR NEWLY INSTALLED CONSTRUCTION INSTALLED IN CLOSE PROXIMITY TO WORK OF OTHER TRADES. VERTICAL DIRECTIONS. 3. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF rc m REQUIRED FOR THE WORK OF 1HIS CONTRACT.FOR SLAB ASSIST IN WORKING OUT SPACE CONDITIONS. IF WORK IS 0. PROVIDE STAINLESS STEEL BLANK COVER PLATES FOR ALL. OIFFICULOES OR COgDMONS TIiAT MAY BE ENCOUNTERED,OR THE WORK ON THE SCHEDULE, INDICATING A TIME BAR FOR E c a PENETRATIONS THROUGH POST TENSION SLABS, X-RAY EXACT INSTALLED BEFORE COORDINATION WITH OTHER TRADES, OR JUNCTION BOXES AND/OR OUTLET BOXES NOT USED IN OF ANY OTHER RELEVANT MATTER CONCERNING THE WORT(TO EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED AREA OF PENETRATION PRIOR TO PERFORMING WORK. CAUSES INTERFERENCE, MAKE CHANGES NECESSARY TO EXPOSED AREAS. PROVIDE ALL OTHER UNUSED BOXES WITH BE PERFORMED IN THE EXECU110N OF THE WORK WILL BE AT THE SITE, PROPERLY SEQUENCED AND COORDINATED WITH ma p COORDINATE ALL X-RAY WORK WITH BUILDING ENGINEER. CORRECT CONDITIONS WITHOUT EXTRA CHARGE, STANDARD STEEL COVER PLATES. ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON OTHER ELEMENTS OF WORK AND SHOWING COMPLETION OF THE E. PROVIDE HANGERS, SUPPORTS, FOUNDATIONS, STRUCTURAL P.WHERE APPLICABLE, PROVIDE ROOFTOP CONDUIT SUPPORT THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED FRAMING SUPPORTS, AND BASES FOR CONDUIT AND SUBMITTALS SYSTEM, CONFORMING TO ROOFTOP WARRANTY REQUIREMENTS, ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS FOR SUBSTANTIAL COMPLETION OF THE WORK" EQUIPMENT PROVIDED OR INSTALLED UNDER THE WORK OF 1. AS-BUILT DRAWINGS: PER BUILDING, GOVERNING THE WORK, 3. PRIOR TO COMMENCING CONSTRUCTION,THE OWNER SHALL HIS CONTRACT. PROVIDE COUNTER FLASHING, SLEEVES AND A. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER SCHEDULE AN ON-SITE MEETING WITH ALL MAJOR PARTIES,THIS SEALS FOR FLOOR AND WALL PENETRATIONS. "AS-BUILT" DRAWINGS, WIRES AND CABLES CONTRACTS AND WARRANTIES WOULD INCLUDE,BUT NOT LIMITED 10,THE OWNER, PROJECT F. MAINTAIN ALL EXISTING ELECTRICAL SERVICES IN THE 2.. SERVICE MANUALS: I. CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPLIER AND 1. CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT MANAGER' CONTRACTOR,LAND OWNER REPRESENLITIVE, LOCAL BUILDING AREAS NOT AFFECTED BY THE ALTERATION DURING A.UPON COMPLETION OF THE WORK, FULLY INSTRUCT T-MOBILE VENDOR FOR EXACT EQUIPMENT OVER-CURRENT PROTECTION OF CONTRACTOR LICENSES AND BONDS, 1EL.EPHONE COMPANY,TOWER ERECTION FORL'MAN (IF THE PROGRESS OF THE WORK INCLUDING PROVIDING ALL AS TO THE OPERATION AND MAINTENANCE OF ALL MATERIAL, VOLTAGE, WIRE SIZE AND PLUG CONFIGURATION, IF APPLICABLE, 2.SEE MASTER CONTRACTION SERVICES AGREEMENT FOR mm). SUBMITTALS TEMPORARY JUMPERS, CONDUITS, CAPS, PROTECTIVE DEVICES, EQUIPMENT AND SYSTEMS. PRIOR TO BID, ADDITIONAL DETAILS, 4. CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF --NA-TE I pYSCR1PMON kL4i_rl$i CONNECTIONS AND EQUIPMENT REQUIRED. PROVIDE B. PROVIDE 3 COMPLETE BOUND SETS OF INSTRUCTIONS FOR 2.ALL EQUIPMENT/DEVICES TO BE PROVIDED WITH INSUTATED CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A 71/,c-,e 1 I-ED MI PNIV A TEMPORARY LIGHT AND POWER FOR CONSTRUCTION OPERATING AND MAINTAINING ALL SYSTEMS AND EQUIPMENT. GROUND CONDUCTOR. STORAGE BEEPER.THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE DwAl?+o c . PURPOSES. cim PURPOSES, 3.ALL WIRE AND CABLE TO BE 60OVOLT, COPPER, WITH THWN/ 1. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRYFASHION OWNER, NOR WILL WIRELESS SERVICE BE ARRANGED. omv,a cucm Pram c 2, IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO CUTTING AND PATCHING THHN INSULATION, EXCEPT AS NOTED. AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE 5. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT oa/oe/m- iwrl l tmam� o CALL FOR AN INSTALLATION T14AT IS COMPLETE IN EVERY 1. PROVIDE ALL CUTTING, DRILLING, ROUGH AND FINISH PATCHING 4.WIRE FOR POWER AND LIGHTING WILL NOT BE LESS THAN NO. FLOW OF OTHER WORK,ANY STORAGE METHOD MUST MEET ALL EMPLOYEES AND SUBWILL CONTRACTORS WEAR HARD HATS E ALL TIMES. CONTRACTOR WILL RESPECT.IT IS NOT THE INTENT TO GIVE EVERY DETAIL ON THE REQUIRED TO COMPLETE THE WORK. 12AWG, ALL WIRE. NO, B AND LARGER TO BE STRANDED. RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER. COMPLY WITH ALL WPCS SAFELY DRAWINGS AND IN THE SPECIFICATIONS, IF AN ITEM OF WORK IS 2. OBTAIN OWNER APPROVAL PRIOR TO CUTTING THROUGH FLOORS S. CONTROL WIRING IS NOT TO BE LESS THAN N0, 14AWG, REQUIREMENTS IN THEIR AGREEMENT. INDICATED IN THE DRAWINGS, IT IS CONSIDERED SUFFICIENT OR WALLS FOR PIPING OR CONDUIT. FLEXIBLE IN SINGLE CONDUCTORS OR MULTI-CONDUCTOR CLEANUP 6. PROVIDE WRITTEN DAILY UPDATES ON SITE PROGRESS TO THE FOR INCLUSION IN THE CONTRACT, FURNISH AND INSTALL ALL CABLES., CONTROL WIRING WILL CONSIST OF MULTI-CONDUCTOR 1. THE CONTRACTORS SHALL, AT ALL TIMES, KEEP THE SITE FREE OWNER. MATERIAL AND EQUIPMENT USUALLY FURNISHED OR NEEDED TO TESTS, INSPECTION AND APPROVAL CABLES WHEREVER POSSIBLE. CABLES TO BE PROVIDED WITH FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH 7. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND MAKE A COMPLETE INSTALLATION WHETHER OR NOT 1.BEFORE ENERGIZING ANY ELECTRICAL INSTALLATION, INSPECT AN OVERALL FLAME-RETARDANT, EXTRUDED JACKET AND RATED CAUSED BY'THEIR EMPLOYEES AT WORK AND AT THE EQUIPMENT IS RCOUIREO PRIOR TO-START OF COly6'TRUCIIOH. SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. EACH UNIT IN DETAIL.TIGHTEN ALL DOLTS AND CONNECTIONS FOR PLENUM USE.ALI.CONTROL WIRE TO BE 600VOLT RATED. COMPLETION OF THE WORK.THEY SHALL REMOVE ALL RUBBISH B. NOTIFY 1HE DWNER/PROJEM MANAGER IN WRITING ISO LESS (TORQUE-TIGHTEN WHERE REQUIRED) AND DETERMINE THAT ALL 6.WIRE PREVIOUSLY PULLED INTO CONDUIT IS CONSIDERED USED FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL THEIR THAN 48 HOURS IN ADVANCE OF CONCHETE POURS, IOWER GENERAL REQUIREMENTS COMPONENTS ARE ALIGNED, AND THE EQUIPMENT IS IN SAFE, AND 15 NOT TO BE RE-PULLED. TOOLS, SCAFFOLDING AND SURPLUS IAATERIALS AND SHALL CRiC110HS.hH0 EOIJlPMENT CABINET PLACEMENTS, PROVIDE ALL WORK IN ACCORDANCE WITH THE NATIONAL OPERATIONAL CONDITION. 7. HOME RUNS AND BRANCH CIRCUIT WIRING FOR 20A, 120V LEAVE THEIR WORK CLEAN AND READY TO USE. W+'P +swans orrr. waC ELECTRICAL CODE (NEC) AND LOCAL AND STATE ELECTRICAL 2. PROVIDE THE COMPLETE ELECTRICAL SYSTEM FREE OF GROUND CIRCUITS: 2, EXTERIOR INSURANCE AND BONDS aPc CODES. FAULTS AND SHORT CIRCUITS SUCH THAT THE SYSTEM WILL LENGTH HOME RUN WIRE SIZ1 E A.VISUALLY INSPECT E%iERIOR SURFACES AND REMOVE ALL .CONTRACTOR, AT THEIR OWN EXPENSE, SHALL CARRY AND 2,THE ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. REFER TO OPERATE SATISFACTORILY UNDER FULL LOAD CONDITIONS, 0 TO 50 NO. 12 TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER MAINTAIN, FOR THE DURATION OF THEPROJEC"T, ALL uir THE ARCHITECTURAL PLANS FOR THE EXACT DIMENSIONS OF WITHOUT EXCESSIVE HEATING AT ANY POINT IN THE SYSTEM. 51 TO 100 NO, 10 FOREIGN MATIER. INSURANCE, AS REQUIRED AND LISTED, AND SHALL NOT 2NN14 THE BUILDING. 101 TO 150 NO. B B. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM COMMENCE WITH THEIR WORK UNTIL THEY HAVE PRESENTED AN as 3. LOAD CALCULATIONS ARE BASED ON EXISTING BUILDING SPECIAL REQUIREMENTS B. VOLTAGE DROP IS NOT TO EXCEED 3%. ADJACENT SURFACES. ORIGINAL CERTIFICATE OF INSURANCE STATING ALL COVERAGES cou711 2- INFORMATION/DRAWINGS PROVIDED TO ENGINEERING, 1. DO NOT LEAVE ANY WORK INCOMPLETE NOR ANY HAZARDOUS 9.MAKE ALL CONNECTIONS WITH UL APPROVED, SOLDERLESS, C. IF NECESSARY,TO ACHIEVE A UNIFORM DEGREE OF TO THE OWNER. REFER TO THE MASTER AGREEMENT FOR K CONTRACTOR IS TO VERIFY ALL EXISTING RATINGS AND LOADS SITUATIONS CREATED WHICH WILL AFFECT THE LIFE OR SAFETY PRESSURE TYPE INSULATED CONNECTORS: SCOTCIILOK OR AND CLEANLINESS, HOSE DOWN TIIE EXTERIOR OF THE STRUCTURE. REQUIRED INSURANCE LIMITS. PRIOR TO PURCHASING OF SPECIFIED EQUIPMENT FOR OF THE PUBLIC AND/OR BUILDING OCCUPANTS. DO NOT APPROVED EQUAL, 3.INTERIOR 2,THE OWNER SHALL BE NAMED AS AN ADDITIONAL INSURED ON PROJECT N0; 317-000 COMPLIANCE TO NEC. CONTRACTOR TO NOTIFY ENGINEER OF INTERFERE WITH OR CUTOFF ANY OF THE EXISTING SERVICES WIRING DEVICES A. VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL ALL POLICIES. DRAWN BY: RVVF ANY DISCREPANCIES AND REOUFST FURTHER DIRECTION BY WITHOUT THE OWNERS WRITTEN PERMISSION. 1.ALL RECEPTACLES INSTALLED IN THIS PROJECT TO BE TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER 3. CONTRACTOR MUST PROVIDE PROOF OF INSURANCE, CHECK 33 MB ENGINEER, 2.WHEN NECESSARY TO TEMPORARILY DISCONNECT ANY EXISTING GROUNDING TYPE, WITH GROUNDING PIN SLOT CONNECTED TO FOREIGN MATTER FROM WALLS, FLOOR,AND CEILING. c pe 4, EXISTING BUILDING EQUIPMENT IS NOTED ON THE DRAWINGS. BUILDING UTILITIES AND SERVICE SYSTEMS, INCLUDING FEEDER DEVICE GROUND SCREW FOR GROUND WIRE CONNECTION. B. REMOVE ALL TRACES OF SPI ASHED MATERIALS FROM ABB EV ATIO NEW OR RELOCATED EQUIPMENT 15 SHOWN WITH SOLID LINES. OR BRANCH CIRCUITING SUPPLYING EXISTING FACILITIES, DISCONNECT SWITCHES AND FUSES ADJACENT SURFACES. J AD,NST B FUTURE EQUIPMENT (NOT IN THIS CONTRACT) IS DEPICTED WITH CONFER WITH THE OWNER AND ARRANGE THE PERIOD OF 1. DISCONNECT SWITCHES TO BE VOLI"ACE-RATED TO SUIT THE C.REMOVE PAINT DROPPINGS, SPOTS, STAINS,AND DIRT FROM ACL ABOVE GROUND LINE �]• SHADED LINES. REQUEST CLARIFICATION OF DRAWINGS OR OF INTERRUPTION FOR A TIME MUTUALLY AGREED UPON. CHARACTERISTICS OF THE SYSTEM FROM WHICH THEY ARE FINISHED SURFACES. & AND SPECIFICATIONS PRIOR TO PRICING OR INSTALLATION. SHUTDOWN NOTE: SCHEDULE AND NOTIFY OWNER 48 HOURS SUPPLIED. APPROX APPROXIMATE 5. GENERAL PRIOR TO SHUTDOWN. ALL SHUTDOWN WORK TO BE 2. PROVIDE HEAVY-DUTY, METAL-ENCLOSED, EXTERNALLY-OPERATED CHANGE ORDER PROCEDURE: A. AFTER CAREFULLY STUDYING THE DRAWINGS AND SCHEDULED AT A TIME CONVENIENT TO OWNER. DISCONNECT SWITCHES, FUSED OR UNFUSED, OF SUCH TYPE 1. REFER TO SECTION 17 OF SIGNED MCSA: SEE PROFESSIONAL BTS BASE TRANSMISSION STATION AT r I , SPECIFICATIONS,AND BEFORE SUBMITTING THE PROPOSAL, AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT SERVICE AGREEMENT FOR MCSh. BA'; i- MAKE A MANDATORY SITE VISIT TO ASCERTAIN CONDITIONS OF GROUNDING THE LOAD FOR WHICH THEY ARE INTENDED. CAB CABINET THE SITE, AND THE NATURE AND EXACT QUANTITY OF WORK 1, ROUTE ALL GROUNDING CONDUCTORS AS SHOWN ON 3. PROVIDE NEMA 1 DISCONNECT SWITCHES FOR INTERIOR RELATED DOCUMENTS AND COORDINATION CLG CEILING 7 y TO BE PERFORMED, NO EXTRA COMPENSATION WILL BE CONDUIT/GROUNDING RISER. INSTALLATION, NEMA 3R FOR EXTERIOR INSTALLATION, 1.GENERAL CARPENTRY, ELECTRICAL AND ANTENNA DRAWINGS ARE CONC CONCRETE d(" ALLOWED FOR FAILURE TO NOTIFY THE OWNER, IN WRITING, 2. ROUTE 500 KCMIL CU.THHN CONDUCTOR FROM THE MGB 4. DISCONNECT SWITCHES TO BE MANUFACTURED BY: INTERRELATED,IN PERFORMANCE OF THE WORK, THE CONT CONTINUOUS � 'T•anyy � OF ANY DISCREPANCIES THAT MAY HAVE BEEN NOTED LOCATION TO BUILDING STEEL. VERIFY BUILDING STEEL IS A. GENERAL ELECTRIC COMPANY CONTRACTOR MUST REFER TO ALL DRAWINGS.ALL COORDINATION DIA OR 0 DIAMETER BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS AND EFFECTIVELY GROUNDED PER NEC TO THE MAIN SERVICE B. SOUARE-D TO BE THE RESPONSIBILITY OF THE CONTRACTOR. DWG DRAWING A 0,>2 Qcyb SPECIFICATIONS, GROUNDING ELECTRODE CONDUCTOR (GEC), 5.PROVIDE RK-1 TYPE FUSES, UNLESS NOTED OTHERWISE. SHOP DRAWINGS EA EACH ,b B.VERIFY ALL MEASUREMENTS AT THE SITE AND BE 3, MAKE ALL GROUND CONNECTIONS FROM MGB TO ELECTRICAL INSTALLATION 1.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS REQUIRED AND ELEC ELECTRICAL RESPONSIBLE FOR CORRECTNESS OF SAME. EQUIPMENT WITH 2 HOLE, CRIMP TYPE, BURNDY COMPRESSION 1, INSTALL DISCONNECT SWITCHES WHERE INDICATED ON LISTED IN THESE SPECIFICATIONS TO THE OWNER FOR - ELEV ELEVATION 6.QUALITY, WORKMANSHIP, MATERIALS AND SAFETY TERMINATIONS, SIZED AS REQUIRED, DRAWINGS. APPROVAL. I EQ EQUAL A,PROVIDE NEW MATERIALS AND EQUIPMENT OF A DOMESTIC 4.USE 1 HOLE, CRIMP TYPE, BURNDY COMPRESSIONS 2,INSTALL FUSES IN FUSIBLE DISCONNECT SWITCHES. FUSES 2.ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED AN �'= •t_ EQUIP EQUIPMENT MANUFACTURER BY THOSE REGULARLY ENGAGED IN THE TERMINATIONS, SIZED AS REQUIRED, AT EQUIPMENTGROUND MUST MATCH IN TYPE AND RATING. CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE PRODUCTION AND MANUFACTURE OF SPECIFIED MATERIALS CONNECTIONS. 3.FUSES TO BE MOUNTED SO THAT THE LABELS SHOWING THEIR OWNER. If�Fi Jai J ECB EQUIPMENT GROUND BAR THIS DOCUMENT IS THE CREATION, " Yy E EXISTING DESIGN,PROPERTY AND COPYRIGHTED AND EQUIPMENT. WHERE UO OR OTHER AGENCY, HAS 5. HIRE AN INDEPENDENT LAB F PERFORM THE SPECIFIED OHMS RATINGS CAN BE READ WITHOUT REQUIRING FUSE REMOVAL. EXT EXTERIOR WORK OFT-MOBILE.ANY DUPLICATION ESTABLISHED STANDARDS FOR MATERIALS, PROVIDE MATERIALS TESTING. PROVIDE 4 SETS OF THE CERTIFIED DOCUMENTS TO 4. FURNISH AND DEPOSIT SPARE FUSES AT THE JOB SITE AS PRODUCTS AND SUBSTITUTIONS OR USE WITHOUT EXPRESS WRITTEN WHICH ARE LISTED AND LABELED ACCORDINGLY. THE THE OWNER FOR VERIFICATION PRIOR TO THE PROJECT FOLLOWS: I_SUBMIT 3 COPIES Of EACH REQUEST FOR SUD51ITulloN, IN ( N �_a FF FINISHED FLOOR COMMERCIALLY STANDARD ITEMS OF EQUIPMENT AND THE COMPLETION. A,THREE SPARES FOR EACH TYPE AND SIZE, IN EXCESS OF ECH REQUEST, IDENTIFY THE PRODUCT OR FASRLCATpN OR u �i GA GAUGE CONSENT IS STRICTLY PROHIBITED. SPECIFIC NAMES MENTIONED HEREIN ARE INTENDED FOR THE RACEWAYS 60A, USED FOR INITIAL FUSING. INSTALLATION METHOD TO BE AM.AC9D BY TJIE SURSTTTUI'ION" I;tf GALV GALVANIZED PROPER FUNCTIONING OF THE WORK. 1, ALL WIRING TO BE INSTALLED IN CONDUIT SYSTEMS IN B.TEN PERCENT SPARES FOR EACH TYPE AND SIZE, UP TO INCLUDE RELATED SPECIFICATION SECTION AND ORAMNG _C' GC GENERAL CONTRACTOR NOTE:IF DRAWINGS ARE 22x34",USE B.WORK SHALL BE PERFORMED BY WORKMEN SKILLED IN THE ACCORDANCE WITH THE FOLLOWING: AND INCLUDING 60A, USED FOR INITIAL FUSING. IN NO CASE NUMOERS AND CONFECT€DOCUMENTATION SHOWING ;I,- ' 'c GRND GROUND TRADE REQUIRED FOR THE WORK, INSTALL MATERIALS AND A. EXTERIOR FEEDERS AND CONTROL, WHERE UNDERGROUND, TO WILL LESS THAN THREE FUSES OF ONE PARTICULAR TYPE AND CDMPLIANCE WITH THE REDUIFOENPS FOR Sl1BSTDIJTIONS, LG LONG GRAPHICAL SCALE AND/OR 1/2-TIMES EQUIPMENT TO PRESENT A NEAT APPEARANCE WHEN BE IN SCH 40 PVC, SIZE BE FURNISHED. 2 I" r. rs I SUWIT A(.E NECESSARY PRODUCT DATA AND CUT SHEETS ' u3 aw MAX MAXIMUM OF THENO7EDSCALE. COMPLETED AND IN ACCORDANCE WITH THE APPROVED B, EXTERIOR, ABOVE GROUND POWER CONDUITS TO BE WTiTGH PROPERLY INDICATE ANI?DESCRIBE THE RENTS, MECH MECHANICAL RECOMMENDATIONS OF THE MANUFACTURER AND IN GALVANIZED RIGID STEEL(RGS), PRODUCTS+END MANDICAT BEING ESCRIBE T THE CONTRACT z:c uul ACCORDANCE WITH CONTRACT DOCUMENTS, C,ALL TELECOMMUNICATION CONDUITS, INTERIOR/EXTERIOR,TO GENERAL NOTES. SHALL, IF OEEMEO NECESSARY BY TTIE OWNER, WOW ACT I � MW MICROWAVE DISH 5iTE NUMBER: C.PROVIDE LABOR, MATERIALS,APPARATUS AND APPLIANCES BE EMT. SAMPLES TO 111E OWNER FOR APPROVAL IN LIEU OF CUT MFR MANUFACTURER LI13883A ESSENTIAL TO THE FUNCTIONING OF THE SYSTEMS DESCRIBED D. INSTALL PULL ROPES IN ALL NEW EMPTY CONDUITS INSTALLED INTENT S1iffTS MGB MASTER GROUND BAR 1.THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS '1 -._-a MIN MINIMUM SITE NAME IM INDICATED HEREIN, OR WHICH MAY IO REASONABLY ON THIS PROJECT. ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND a - . y MTL MINIM ORIENT FIRE DEPT IMPLIED AS ESSENTIAL WHENEVER MENTIONED IN THE E. ALL TELECOM CONDUITS AND PULL BOXES INSTALLED ON THE MATERIALS TO BE FURNISHED FOR CONSTRUCTION, •� CONTRACT DOCUMENT OR NOT. THIS PROJECT TO BE LABELED 'T-MOBILE".OWNER WILL 2.THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE NNC NEW 2330D MAIN STREET D. MAKE WRITTEN REQUESTS FOR SUPPLEMENTARY PROVIDE LABELS FOR CONTRACTOR TO INSTALL. FULLY EXPLANATORY AND SUPPLEMENTARY.HOWEVER, SHOULD NOT IN CONTRACT ORIENT,NY 11957 INSTRUCTIONS TO ARCHITECT/ENGINEER IN CASE OF DOUBT F. INTERIOR FEEDERS TO RE INSTALLED IN E.M.T.WITH STEEL ANYTHING BE SHOWN, INDICATED, OR SPECIFIED ON ONE AND - NTS NOT TO SCALE AS TO WORK INTENDED OR IN EVENT OF NEED FOR COMPRESSION FITTINGS. NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, ARCHITECTURAL SYMBOLS OC ON CENTER EXPLANATION THEREOF. G. MINIMUM SIZE CONDUIT TO BE Y,°TRADE SIZE INDICATED OR SPECIFIED L BOTH OPP OPPOSITE SHEET TITLE E. PERFORMANCE AND MATERIAL REQUIREMENTS SCHEDULED OR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ROOM SPECIFIED ARE MINIMUM STANDARD ACCEPTABLE.THE RIGHT H. FINAL CONNECTIONS TO MOTORS AND VIBRATING EQUIPMENT 3•THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR # (P) PROPOSED TO JUDGE THE QUALITY OF EQUIPMENT THAT DEVIATES FROM TO BE INSTALLED IN LIOUID-TIGHT FLEXIBLE METAL CONDUIT. AND MATERIALS REASONABLY NECESSARY FOR THE PROPER PCS PERSONAL COMMUNICATION SYSTEM GENERAL AND THE CONTRACT DOCUMENT REMAINS SOLELY WITH I.CONDUIT TO BE RUN CONCEALED IN CEILINGS, FINISHED EXECUTION AND COMPLE ION OF THE WORK AS STIPULATED INPPC POWER PROTECTION CABINET x ARCHITECT/ENGINEER,CONTRACT DOCUMENT OR NOT. AREAS OR DRYWALL PARTITIONS, UNLESS OTHERWISE NOTED. THE CONTRACT, SF SQUARE FOOT ELECTRICAL GUARANTEE J. THE ROUTING OF CONDUITS INDICATED ON THE DRAWINGS IS 4,THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE SHT SHEET 1. GUARANTEE MATERIALS, PARTS AND LABOR FOR WORK FOR ONE DIAGRAMMATIC. BEFORE INSTALLING ANY WORK, EXAMINE THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF DETAIL REFERENCE KEY SIM SIMILAR NOTES YEAR FROM THE DATE OF ISSUANCE OF OCCUPANCY PERMIT. WORKING LAYOUTS AND SHOP DRAWINGS OF THE OTHER THE PROCEDURE,TYPE AND QUALITY OF MATERIALS REQUIRED STAINLESS STEEL REFER TO SS SS DURING THAT PERIOD, MAKE GOOD FAULTS OR IMPERFECTIONS TRADES TO DETERMINE THE EXACT LOCATIONS AND TO COMPLETE THE WORK. STEEL THAT MAY ARISE DUE TO DEFECTS OR OMISSIONS IN MATERIALS CLEARANCES. 5,MINOR DEVIATIONS FROM THE DESIGN IAYOUT ARE ANTICIPATED TOC TOP OF CONCRETE SHEET NUMBER OR WORKMANSHIP WITH NO ADDITIONAL COMPENSATION AND AS K.ALL EXTERIOR MOUNTING HARDWARE TO BE GALVANIZED AND SHALL BE CONSIDERED AS PART OF THE WORK, NO DRAWING DETAIL Nl1hIBER DIRECTED BY ARCHITECT, STEEL. COORDINATE WITH BUILDING ENGINEER PRIOR TO CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE TOM TOP OF MASONRY MADE OR PERMITTED BY THE OWNER WITHOUT ISSUING A ' Y TYP TYPICAL ATTACHING TO BUILDING STRUCTURE. RE: 2./A-3 VERIFY IN FIELD CHANGE ORDER. A-3I UON UNLESS OTHERWISE NOTED N-1 SHEET NUMBER OF DETAIL WWF WELDED WIRE FABRIC W/ WITH SHEET 9 OF 9 SHEETS From: Bryan Felton <bfelton@highlanderinc.com> Sent: Wednesday, March 20, 2019 10:26 AM To: Lanza, Heather Cc: Palmeri, Allison; Cummings, Brian A.; Michaelis,Jessica Subject: RE: LI13883A -Tmobile at Orient FD Attachments: LED 12v mini lighting.pdf, LI13883A_a and e_CDs_RevC_CD-03.19.19 S&S.pdf Hi Heather, We were able to find lighting that falls into compliance with the below requirements. As such, please find the specification sheet as well as the revised CDs for your reference. Lighting is shown on page C-5 of the construction drawings. Sc�Y� If you have any other questions, please let me know.Thank you. RECEIVED Best regards, MAR 2 0 2019 Bryan Felton Southold Town Planning Board Highlander Consultants 155 Carleton Avenue East Islip, NY 11730 Email bfelton@highlanderinc.com Office (631) 581-8105 Cellular (631) 678-6750 Fax (631) 581-8205 From: Lanza, Heather [ ether.lanza@tnwn.soutliold.ny.us] Sent: Wednesday, December 26, 2018 11:23 AM To: Bryan Felton <bfelILL:;s(�highlanderinc.com> Cc: Palmeri, Allison <allisonp@so.utholdtowr7_ny.gov>; Cummings, Brian A. <.;;iai7,cumniirigs@town.sout[)Old.ny.us>; <I� Michaelis,Jessica ssicvini@southoldtow."........ ::......> Subject: RE: L113883A-Tmobile at Orient FD Bryan, I reviewed the lighting plans you submitted today via email. The temperature rating of the proposed fixture does not meet our code. Our code requires 3000K or less. And we are recommending that for LED's, the temperature rating be no more than 2700K, to reduce skyglow and light pollution and better comply with the intent of our lighting code,which was written prior to the advent of LED lighting. In addition, we need information about the level of footcandles generated by the light to ensure it does not exceed the maximum of 5 footcandles, and we also need to see where the light fades to 0.1 footcandles to ensure it does not cause light pollution to adjacent properties. Typically a diagram showing the light generated for a fixture can be provided by the manufacturer. Please submit this information at your earliest convenience for review by the Planning Department. 1 We can review this information after a building permit is issued, so long as the light is not installed until after we have determined it meets our code. Heather Lanza Heather Lanza,AICP Town Planning Director Southold Town Planning 53095 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heather'lPsoz[tholdtoLuiilrii.gov From: Bryan Felton ['iaailto:bfeiton@highlans erinc.com Sent:Wednesday, December 26, 2018 10:48 AM To: Lanza, Heather<heather.lanza town.southold.n .us> Cc: Bryan Felton<bfelton@highlanderinc.com> Subject: L113883A-Tmobile at Orient FD Heather, Just as a FYI, please find the attached revised CDs which shows the lighting requirement falls within compliance of town code. Also please find the spec sheet of the lighting. 2 m m m m m m m m m m m m m BDDFOU!23W 6122 Gjyuvsf!Uzqf; Dbubmph!Ovncfs; Qspkfdu; Mpdbujpo; d8 3#7# 8 7# TQFDJGJDBUJPOT QSPEVDU!EFTDSJQUJPO Joqvu;!:!.!26WBD!)Usbotgpsnfs!jt!sfrvjsfe* Qpxfs;3X!up!27X!0!3WB!.!34WB mjhiut Csjhiuoftt;2:1!mn!up!2156!mn Cfbn!Bohmf;21≤!up!71≤ GFBUVSFT DSJ;96 Bekvtubcmf!boe!mpdlbcmf!cfbn!bohmf! ó! Sbufe!Mjgf;81-111!ipvst Joufhsbm!ejnnfs ó! 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ILodgpolCpy 5000-TCP-BK Obd !po!Bnan jovn Lk p2#..00UO sfbefe!i prft! LENS-20-AMB Bn cfs LENS-20-BLU Qmf Pqqdt LENS-20-GRN Hsffc LENS-20-FR (34)tLfe Enhances saturation offlorals and foliage LENS-20-RED Sfe LENS-20-SPR Tgsfbe 6111.Y15.CX 5�0 6111.Y29.q 29!jo 6111.Y15.CL 5�0! 6111.Y29.CL 29!jo 6111.Y35.q 35 0 Fydotjpolpet gogjMgjo� 6111.Y19.q qo 6111.Y35.CL 35�o FyLfoet!ejtLbodf!cfLxffo!BdJfod#i dboe! 6111.Y19.CL 9�o Tvsg)df!NpvodCbopgz-!Tiblf-!ps!l#f!NpvoLlcpy 6111.Y23.q 23jo 6111.Y23.CL 23!jo Spe!MDpvgrfs 5000-LCO-BZ Cho(f xbditi qoh/dpn I fbervbsLfstO btLfso!EjtL4cvgpo!DfoLfs DfoLEbrtEjtL4cvgpo!Dfoff s XftLf9o!Ejtu4cvgpo!DfoLfs!! Q pof!)911'!637/3699 55!1 b-�cps!Cbd !EIvbf!! 2711!EjtL4cvgpo!Du 2861!Bsii jcbre!BWovf!! G)y!!!!!!!)9111637/3696 OpaD(bti johLpo-!OZ!22161 4d jb!Tgloht-!HB!41233 PoLblp-!DB!:2871 XBD!Nbi gohLfLbjot!d f..4hi Lhp!n pejg:!d f!eftjho!pdpvslgEpevckt!bdboz!gn f!bt!gbsUpdd f!cpn gbozOkpogovpvtjn gEptifn foblgEphEbn/!!!OPVi2: 13129 From: Lanza, Heather Sent: Wednesday, December 26, 2018 11:23 AM To: 'Bryan Felton' Cc: Palmeri,Allison; Cummings, Brian A.; Michaelis,Jessica Subject: RE: LI13883A -Tmobile at Orient FD Bryan, I reviewed the lighting plans you submitted today via email. The temperature rating of the proposed fixture does not meet our code. Our code requires 3000K or less.And we are recommending that for LED's, the temperature rating be no more than 2700K, to reduce skyglow and light pollution and better comply with the intent of our lighting code,which was written prior to the advent of LED lighting. In addition,we need information about the level of footcandles generated by the light to ensure it does not exceed the maximum of 5 footcandles, and we also need to see where the light fades to 0.1 footcandles to ensure it does not cause light pollution to adjacent properties. Typically a diagram showing the light generated for a fixture can be provided by the manufacturer. Please submit this information at your earliest convenience for review by the Planning Department. We can review this information after a building permit is issued, so long as the light is not installed until after we have determined it meets our code. Heather Lanza Heather Lanza,AICP Town Planning Director Southold Town Planning 53095 Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: 1 ���`cat'JolcCtourJr,I . ra From: Bryan Felton [mailto:bfelton@highlanderinc.com] Sent: Wednesday, December 26, 2018 10:48 AM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Cc: Bryan Felton<bfelton@highlanderinc.com> Subject: L113883A-Tmobile at Orient FD Heather, Just as a FYI, please find the attached revised CDs which shows the lighting requirement falls within compliance of town code. Also please find the spec sheet of the lighting. From: Lanza, Heather Sent: Wednesday, December 26, 2018 11:13 AM To: Palmeri, Allison Subject: FW: LI13883A -Tmobile at Orient FD Attachments: LI13883A_373337_Revl_S&S_CD-11.19.18.pdf.pdf; ATT00001.htm; 15 Watt Knuckle- Mount LED Spotlight - B...pdf;ATT00002.htm Incoming mail. Attached and the email below , �, l � "`, Bryan Felton ( Sent:Wednesday December _ ...i To: Lanza, Heather<heath:ur fm1ZauPTt_0W, 1.so.gthold ray qa> Cc: Bryan Felton<bfeltor'o@@ti i ;hl;ir derinc onl> Subject: L113883A-Tmobile at Orient FD Heather,, Just as a FYI, please find the attached revised CDs which shows the lighting requirement falls within compliance of town code. Also please find the spec sheet of the lighting. t. 11/19/2018 15 Watt Knuckle-Mount LED Spotlight-Bullet Style-5000K-100 Watt Equivalent-1,500 Lumens I Super Bright LEDs 15 Watt Knuckle-Mount LED Spotlight - Bullet Style -5000K - 100 Watt Equivalent- 1,500 Lumens Part Number:SLKM-NW16-60-120V a� CE Mow ry Spec G 9 I ications 3a:wn Any:,11le 1111 rdn°;9uuo CCICII^"'VOusadaeu;turl,e '5000 iC Com 1amble Waw4�0.'age 14110 Wails 11i a1icipscelent, C uunr,,uunt IC;;bu" mr i20ni,A 4"TuInOtis t1:1�i�ns;;, "Flew Dimensional C)tnwings IIIRIRaflling av+°+1f7r!ry PrP Quwhena.l7l, T 15M 1.0 noala l CTs I!3Iran�i1'rll 4''1'rilll�art 11 E13 C allw C"cnril 50(,)l)P I '01 Q1.ualn4lt;T8 1 f 1)r� 4....uaoGxr"I'Tu,aaa PlOycill arnwo Mator4 wt A aI11)nin b1ilwnt T?,r'Ilaa,m CIliwjkjc',1AotI]i1 011:1.11nttun�ap"4CfTlp»aaN'uWre 1A-115 t ( ', ..,,.-1 1`i :m m d ards,A nrd CCr,rsi ic.aO nonr,l:�. c1)l C; Ioi7s I.:;riwgi „n1,UI https://www.su perbrightleds.com/moreinfo/led-flood-lights/15-watt-knuckle-mou nt-led-spotlight-bu I let-style-5000k-100-watt-equivalent-1500-lumens/38..... 1/3 11/1912018 15 Waft Knuckle-Mount LED Spotlight-Bullet Style-5000K-100 Watt Equivalent-1,500 Lumens Super Bright LEDs Totall Power Cons urnpoon IS Wa US Ut Fille Number f,:::.366643 volita 100-277 VAC Wattage 15 ftflis Ure Length 6irr(15,2cirn) 1:1ackage Weight1111)loz(0.4811kg) Packago Ilttie7consllons4,75"'(12cim)x 4,25 (trams)x 4,25"(11 crr ii) AH spe&lcarionu are sub;e(A io ciminge wAlmoul noNx, SLKM-x15-60-120V-15 Watt Knuckle-Mount LED Flood Light-Bullet Style 03.05in4.31 in 7 7.52m rn 1109.54nnm ,6 3.05in 3.11 in 77,52mm 78.87mm x 3,051n 2 Pin .............. 177,5..mrn^ _ 1 ,_ 54.99mm 4A5b I 13,06rnrn "?v 5.0 81n 129,06mr-n 0,79in 20.07mm 3.11 in I/T NPT THREAD 78.87mrn .17in 4.30mm INCLUDED PARTS 1/2"NPT NUF 8,11-18 GAUGE WIRE 15 Watt Knuckle-Mount LED Flood Light-Bullet Style https://www.superbrightleds.com/moreinfo/led-flood-Iights/1 5-watt-knuckle-mount-led-spotlight-bullet-style-50OOk-I 00-watt-equivalent-1 500-lumens/38... 2/3 Submission Without a Cover Letter ���w��.r�-�M �' 1 j +r�aCVi�ekri 6w��a��� N k"64,Yrlril7t�f)�t4�1��9 Sender: Kathw Subject° 6l t SCTM#- 1000 b a.tee Continents: OFFICE LOCATION: � a � , MAILING ADDRESS: Town Hall Annex �� P.O.Box 1179 54375 State Route 25 4' " "' Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold NY Telephone: 631765-1938 www.southoldtowrmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 2, 2018 Ms. Katherine Blackwood Network Building & Consulting, LLC 6095 Marshalee Drive, Suite 300 Elkridge, MD 21075 Re: Proposed T-Mobile Wireless at Orient Fire District Located at 23300 NYS Rt. 25, corner of Tabor Rd. & NYS Rt. 25, Orient SCTM#1000-18.-5-13.8 Zoning District: R-80 Dear Ms. Blackwood: The Planning Department is in receipt of an application for T-Mobile to co-locate on the existing wireless facility referenced above. Pursuant to §280-74A(d) of the Town Code, the Planning Board will hire a Technical Consultant to aid in the review of the application and hereby requires the submission of$8,500.00 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's review. Please remit a check in the amount of$8,500.00 payable to the Town of Southold. Any unused portion of the Technical Consultant's Fee will be returned to you. Our consultant is Cityscape Consultants, Inc. They may contact you directly regarding this application. If you have any questions regarding this application or its process, please do not hesitate to call this office. Thank you in advance for your prompt payment. Respectfully, Brian A. Cummings Planner RE: T-Mobile Site: L113883A Address: 23300 Main Street To Whom It May Concern: The following was enclosed the Building Permit Application package for the above referenced site filed on March 23, 2018. • 2 copies of the Building Permit Application 0 Building Permit Application Fee in the amount of$200 • 4 copies of the Construction Drawings 0 4 copies of the Structural Analysis • Contractor Certificates of Insurance If you have any questions or need any additional information please contact me at 410-712-7092 ext. 1530 or kblackwood nbcllc.com. Regards, Katherine Blackwood Land Use Associate Network Building &Consulting, LLC PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND March 30, 2007 Lawrence C. R~ Munley, Meade, Nielsen & R~ 36 North New York Avenue Huntington, NY 11743 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southo]d, NY Telephone: 631 765-1938 Fax: 631 765-3136 Proposed Amended Site Plan for Orient FD Telecom Located on the s/s/o Main Road at the s/e intersection of Main Road and Tabor Road in Orient. SCIM# 1000-18-5-13.8 Zoning District: R-80 Dear Mr. At the written request of Edward J. Boyd requesting final site phn inspection, Planning Department staff performed a site visit on January 4, 2007. In reference to the above, the Planning Board held a work session on March 19, 2007 to discuss the submitted materials, the approved site plan and resolution dated June 13, 2006, the final storey dated December 27, 2006 and the letter from Vincent Cannuscio for Michael Walker dated February 7, 2007 detailing the changes from the approved site plan. Please be aware the Planning Board has accepted the "Final Survey Tower Site Orient F.D." prepared by PJM Land Surveying, PLLC dated December 27, 2006 for the file. The Planning Board accepts the letter from Vincent Cannuscio for Michael Walker dated February 7, 2007 detailing the changes from the approved ske plan. This is to inform you that the ske plan requirements have been satisfied and include the following kems: · The Planning Board approves the installation of all landscaping, including seeding, in the Spring of 2007. The Planning Board recognizes that, due to weather constraints, this will be completed no later than June 30, 2007. If the landscaping is not installed by June 30, 2007, the applicant must request an extension from the Planning Board, in writing, detailing the expected time of completion. · As per the landscape survivability guarantee, the applicant agrees to replace any of the landscaping which fails to survive within three (3) years of planting. · All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and ghre within property boundaries. The lighting must meet the Town Code requirements. · The Planning Board approves the fencing and relocation of the gates around the equipment compound as detailed in the letter from Vincent Cannusio for Michael Walker dated February 7, 2007. · The applicant agrees to complete the remaining asphak work no later than June 30, 2007. If this work is not completed by June 30, 2007, the applicant must request an extension from the Planning Board, in writing, detailing the expected time of completion. · The Planning Board acknowledges and approves the revised driveway layout. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��� � P.O.Box 1179 54375 State Route 25r °; Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY va Telephone: 631 765-1938 " ��� �µ www.southoldtownny.gov r dim �,i 4. PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 2, 2018 Mr. Richard L. Edwards Cityscape Consultants, Inc. 7050 Palmetto Park Road Boca Raton, FL 33433 Re: Proposed Co-location for T-Mobile at Orient Fire District Located at 23300 NYS Rt. 25, corner of Tabor Rd. & NYS Rt. 25, Orient SCTM#1000-18.-5-13.8 Zoning District: R-80 Dear Mr. Edwards: The Planning Department is in receipt of an Amended Site Plan Application for T-Mobile to co- locate on the existing wireless facility referenced above. Pursuant to §280-74(A)(4) of the Southold Town Code, the Planning Department is seeking your assistance in reviewing and evaluating the application, including whether the application materials submitted are complete. This application was,submitted to the Town's Building Department on March 26, 2018. Please provide an estimate for the cost of your consulting services to determine whether the application meets the General Requirements in the Southold Town Code for maximum permissible exposure. Should the Planning Board approve your estimate, a purchase order will be provided authorizing this application's review to begin. If you have any question or comments, please contact me at 631-765-1938. Respectfully, Brian Cummings Planner w.southoldtownn . ov; Town Records/Weblink icon located on home page, Planning Dept. folder; Applications; Site Plans; Pre-submission; 1000-18.-S-13.8 T-Mobile at Orient Fire District Collocation x R OFFICE LOCATION: �?'i MAILINGADDRESS: Town Hall Annex � �u � r P.O. Box 1179 54375 State Route 25 " ` Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) " Southold NY Telephone: 631 765-1938 f www.southoldtownny.gov a d� PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 2, 2018 Ms. Katherine Blackwood Network Building & Consulting, LLC 6095 Marshalee Drive, Suite 300 Elkridge, MD 21075 Re: Proposed T-Mobile Wireless at Orient Fire District Located at 23300 NYS Rt. 25, corner of Tabor Rd. & NYS Rt. 25, Orient SCTM#1000-18.-5-13.8 Zoning District: R-80 Dear Ms. Blackwood: The Planning Department is in receipt of an application for T-Mobile to co-locate on the existing wireless facility referenced above. Pursuant to §280-74A(d) of the Town Code, the Planning Board will hire a Technical Consultant to aid in the review of the application and hereby requires the submission of$8,500.00 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's review. Please remit a check in the amount of$8,500.00 payable to the Town of Southold. Any unused portion of the Technical Consultant's Fee will be returned to you. Our consultant is CityScape Consultants, Inc. They may contact you directly regarding this application. If you have any questions regarding this application or its process, please do not hesitate to call this office. Thank you in advance for your prompt payment. Respectfully, Brian A. Cummings Planner rt fps 50U1� Town Hall Annex4 �. �; T Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 '1 G Q Rr Southold,NY 11971-0959 .ry BUILDING DEPARTMENT �L� IE ' TOWN OF SOL]THOLD MAR 2 6 2018 Southold Town Planniriq Board DATE: March 26,2018 TO: Heather Lanza, Planning Dept. FROM: Mike Verity, Bldg Dept RE: Permit application for an alteration to an existing telecommunications facility located at 23300 Main Rd,Orient,SCTM#18.-5-13.8,for T-Mobile for your review TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees _ C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c� _ Phone: Expiration (�,2200_ D l�� i lJ V n Building Inspector V IAA 2 6 2018 '� ICATION FOR BUILDING PERMIT Date_ March 23 ,20 18 �`'i=�. INSTRUCTIONS OF 5O[1=(") a.This ap ication MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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,or 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 for necessary inspections. 941�1_1 (Signature o i p scan r name,if a corporation) 6095 M.arshalee Dr. Ste 300 Elkrid e MD 21075 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Agent__ Name of owner of premises Orient Fire District (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 23300 Main Street House Number Street Hamlet County Tax Map No. 1000 Section 01800 Block 0500 Lot 013008 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Utility/Telecomm b. Intended use and Occupancy Utility/Telecomm 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $15,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling NSA N/A Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front _Rear Depth Height Number of Stories 9. Size of lot:Front _Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated Institutuinal 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO X 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES_N0_X 14.Names of Owner of premises Orient Fire District Address 27300 Main St Phone No. 631-323-2445 Name of Architect John S.Stevens Addross1033 watcrviict shakor Rd Phone No 518-690-0790 Name of Contractor Milicia Address 87 Eads Street Phone No. 631-694-0751 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restric ts} ./ft}4&spcct to this property?*YES NO X *IF YES,PROVIDE A COPY. ��+ N•J STATE OF M } jg rarN0TA,9y 0 SS: 4E COUNTY OF p U B L I0;•� eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contrarnct !{t7pArttt111ed, (S)He is the�'7 i Cn J (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2-day of Marek _ 201 Notary Public Signatur Applicant TOTALLY COMMITTED-17 Town of Southold Building Department Town Hall Annex Building FE: 54375 Route 25 P.O. Box 1179 Southold, NY 11971 iard RE: T-Mobile Site: L113883A Address: 23300 Main Street To Whom It May Concern: Please find enclosed the Building Permit Application package for the above referenced site. T-Mobile is proposing to remove (3) antennas and install (3) new antennas on the existing tower. Please find enclosed, • 2 copies of the Building Permit Application Building Permit Application Fee in the amount of$200 4 copies of the Construction Drawings 4 copies of the Structural Analysis Contractor Certificates of Insurance If you have any questions or need any additional information please contact me at 410-712-7092 ext. 1530 or kbIackwood(aD n bc11c.c❑m. Regards, 4 L- dawalml Katherine Blackwood Land Use Associate Network Building &Consulting, LLC MAR 66 2018 AMERICAN TOV4Ii'ER® S Ut 011, io n Planning Burd C O R P O R A T I O N Structural Analysis Report Structure 90 ft Flagpole with Proposed 10 ft. Extension ATC Site Name Orient Point, NY ATC Site Number 373337 Engineering Number OAA709231_0_02 Proposed Carrier T-Mobile Carrier Site Name ORIENT FIRE DEPT. Carrier Site Number LI13883A Site Location 23300 Main Road ORIENT, NY 11957-1102 41.142500,-72.299400 County SUFFOLK Date September 5, 2017 Max Usage 115% Result Fail Prepared By: Reviewed By: IF NEh, Christopher Clark Poe, E.I. �IDWARp 0 Structural Engineer II Ce) Sep r � Qa545'� Sep 8 2017 4: 19 PM cOsi8n ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number OAA709231_C3_02 September 5, 2017 AMERICANTOWER* C O R P O R A T I O N Table of Contents Introduction ...... ....................................................,..................................................................... 1 SupportingDocuments .................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 StructureUsages .............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflection,Twist,and Sway............................................................................................................... 3 StandardConditions ......................................................................................................................... 4 Calculations......................................................................................................................... Attached ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 0AA709231_C3_02 September 5, 2017 AMERICANTOWER* Page 1 C O R V O R A T I O N Introduction The purpose of this report is to summarize results of a structural analysis performed on the 90 ft flagpole with proposed 10 ft extension to reflect the change in loading by T-Mobile. Supporting Documents Tower Drawings Nudd Drawing#105-12113-1,dated May 17,2005 Foundation Drawing Nudd Drawing#105-12113-2,dated May 17,2005 Geotechnical Report STB Project#05-074,dated May 4,2005 Analysis The tower was analyzed using American Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 105 mph (3-Second Gust, Vasd)/ 135 mph (3-Second Gust, VuIt) Basic Wind Speed w/Ice: 50 mph (3-Second Gust)w/3/4" radial ice concurrent Code: ANSI/TIA-222-G/2015 1 BC Structure Class: 11 Exposure Category: C Topographic Category: 1 Crest Height: Oft Spectral Response: Ss=0.15,S,=0.06 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure does not meet the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report after the modifications listed below are completed: Q Reinforce anchor bolts * Relocate omni currently at top of tower to 100' Proposed tower extension to be designed in future service by ATC. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number 0AA709231_0_02 September 5, 2017 AMERICANTOWER• Page 2 C O A V O"A T I O N Existing and Reserved Equipment Elevation'(ft) Mount RAD Q Antenna Mount Type Lines Carrier 100.0 106.0 1 4'Omni Side Arm (1)7/8"Coax Police&Fire 96.3 96.3 - - (12)7/8"Coax T-Mobile 87.0 87.0 3 Antel CWX063X13G00 (6)7/8"Coax 85.0 85.0 6 RFS FDAP5002/1C-3L Canister - Verizon 82.0 82.0 3 Antel CWX063X13G00 (6)7/8"Coax 6 Andrew ETB19G8-12UB (12)7/8"Coax 75.0 75.0 3 Andrew SBNHH-1D65A(33.5 lbs) Canister (3)3/8"RET Control AT&T Mobility 6 Triasx DBC0037F1V2-x Cable 56.0 56.0 1 T Omni Side Arm (1)1/2"Coax 55.0 E54.0 .0 1 6'Omni Side Arm (1)1/2"Coax 54.0 1 3.5'Omni Side Arm (1)1/2"Coax Police&Fire 53.0 53.0 1 2.5'Omni Side Arm (1)1/2"Coax Equipment to be Removed Elevation'(ft) Mount RAD Qty Antenna Mount Type Lines FCa 96.3 96.3 1 3 RFS APXI6DWV-16DWVS-C - T-Mobile Proposed Equipment Elevation'(ft) Mount RAD Qty Antenna Mount Type Lines Carrier 6 Andrew ETT19V2S12UB 96.3 96.3 — Canister (6)7/8"Coax T-Mobile 3 Commscope SBNHH-1D65B 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax inside the pole shaft. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,INC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number OAA709231_C3_02 A. September 5, 2017 AMERICAN YC3WER' Page 3 C r,R r 0 R h- 1 0 N Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 115% Fail Shaft 54% Pass Base Plate 649/o Pass Foundations Original Design Factored Design o Reaction Component Reactions Reactions* Analysis Reactions / of Design Moment(Kips-Ft) 618.0 834.3 521.0 62% Shear (Kips) 8.9 12.0 9.9 83% *The design reactions are factored by 1.35 per ANSI/TIA-222-G,Sec.15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Antenna Carrier Deflection Sway(Rotation) Elevation (ft) (ft) (1) Andrew ETT19V2S12UB 96.3 T-Mobile 0.389 0.492 Commscope SBNHH-1D65B *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com AMERICAN TOWER• C 0 S i•0 M1 A 1 0 H Standard Conditions All engineering services are performed on the basis that the information used is current and correct.This information may consist of, but is not necessary limited,to: -- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. - Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services, Inc. and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary,we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities,we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes,the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com Job Information Pole : 373337 Code: ANSI/TIA-222-G Description : 90 ft Flagpole w/Proposed 10'Extension Client: T-MOBILE Struct Class: II Location : Orient Point,NY Shape: 18 Sides Exposure: C : ®2007-2017 by ATC P LLC. All rights reserved. Height 100.00 (ft) Topo: 1 Base Elev(ft): 0.00 Taper: 0.109500in/ft) 100'0' 97,_ ,5` I� Sections Properties -,F 5/16'Thick Diameter(in) Overlap Steel 3 5 :jI; Shaft Length Accross Flats Thick Joint Length Taper Grade 40'-0' � Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 1 45.000 36.44 41.37 0.250 0.000 0.109500 65 87-0� 2 10.000 36.40 37.49 0.250 Slip Joint 60.000 0.109500 65 1/2^Thids, 3 10.000 12.75 12.75 0.500 Butt Joint 0.000 0.000000 42 (42 KSI) 4 10.000 12.75 12.75 0.500 Butt Joint 0.000 0.000000 42 � 5 10.000 12.75 12.75 0.500 Butt Joint 0.000 0.000000 42 6 10.000 12.75 12.75 0.500 Butt Joint 0.000 0.000000 42 _ 7 10.000 8.625 8.625 0.322 Butt Joint 0.000 0.000000 35 75 2- -0" R Thick (242 KSI) Discrete Appurtenance ( 70'-0' Attach Force Elev (ft) Elev (ft) Qty Description 65-0" 100.000 100.000 1 Side Arm 1I2"Thidc 100.000 106.000 1 4'Omni (42I)I) 96.300 96.300 3 Commscope SBNHH-1D65B 60'-0" 96.300 96.300 6 Andrew ETT19V2S12UB 95.000 95.000 1 Proposed Canister rc n� 87.000 87.000 3 Amphenol Antel ads"- 1U �- 85.000 85.000 6 RFS FDAP500211C-3L c"n:- 1j2 ThidC •59-0' (42 KSI) 85.000 85.000 1 Canister 1 51°-0„ 82.000 82.000 3 Amphenol Ante[ ,�:7 75.000 75.000 3 Andrew SBNHH-1 D65A(33.5 75.000 75.000 6 Andrew ETB19GB-12UB 75.000 75.000 6 Triasx DBC0037F1V2-x 45-0' 75.000 75.000 1 Canister 2 65.000 65.000 1 Canister 3 IJ4`Thick 56.000 56.000 1 7'Omni (65155 55.000 55.000 1 6'Omni 60" 55.000 55.000 1 Canister 4 54.000 54.000 1 3.5'Omni 53.000 53.000 1 2.5'Omni 51.00o 51,000 A RQ&jnd Sidp Arm. Linear Appurtenance Elev(ft) Exposed 45-0' From To Description To Wind V4`Thick 0.000 53.000 1/2"Coax No (65KS1 0.000 54.000 1/2"Coax No 0.000 55.000 1/2"Coax No 0.000 56.000 1/2"Coax No 0.000 75.000 3/8"RET Control No 0.000 75.000 7/8" Coax No 0.000 82.000 7/8" Coax No 0.000 87.000 7/8" Coax No 0.000 96.300 7/8"Coax No 0.000 96.300 7/8"Coax No 010. 0.000 100.0 7/8" Coax No Load Cases 1.213+1.6W 105 mph with No Ice 0.913+1.6W 105 mph with No Ice(Reduced DL) 1.213+1.ODi+1.OWi 50 mph with 0.75 in Radial Ice (1.2+0.2Sds)*DL+E Seismic Equivalent Lateral Forces Method (1.2+0.2Sds)*DL+E Seismic Equivalent Modal Analysis Method (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Lateral (0.9-0.2Sds)*DL+E Seismic(Reduced DL)Equivalent Modal 1.013+1.OW Serviceability 60 mph Reactions 100'-0' Moment Shear Axial Load Case (kip-ft) (kip) (kip) 96 W'-0■ 9 Y_0� 5l16'Thidc 1'213+1.6W 521.05 9.91 17.93 (35 K,-1 0.91)+1.6W 518.01 9.91 13.44 1.213+1.ODi+1.OWi 144.69 2.69 34.30 901.0" (1.2+0.2Sds)*DL+E ELFM 55.50 0.77 17.65 81-0" l (1.2+0.2Sds)*DL+E EMAM 47.43 0.63 17.65 (0.9-0.2Sds)*DL+E ELFM 55.06 0.77 12.42 1,;I'Thick (0.9-0.2Sds)*DL+E EMAM 47.00 0.63 12.42 f42 KSI) 1.013+1.OW 107.53 2.04 14.95 Dish Deflections 10,-0" 75-0' Attach Deflection Rotation 1{2'Thick Load Case Elev (ft) (in) (deg) (42 KSI) 70'-0• �O. 0.00 0.000 0.000 11'2"Thick (42 KSI) 60'-0' IV r n■- 1,'2"Thick •55-0* (42 K51) 4s-0' 1 r'-�"Thick (65 KSI) 60•' 40'-0• 45-0` 1,f4-Thick (65 o'o' Load Case : 1.213 + 1.6W Max Ratio 54.42% at 50.0 ft 11 100.000 - - 1 1• 1.00 95.000 I - 90.000 11• 85.000 - - - 1 1 80.000 1 I 75.000 - 1 70.000 1 1 65.000 036 60.000 - I . - 56.000 0 50.000 m I LU 45.000 1 40.000 1 35.000 - 1 30.000 — —� — - - 1 1 25.000 — ` — - 1 20.000 - -" - - 15.000 -— - — - �- - - 10.000 1 5.000 0.000 002 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 Interaction Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number:OAA709231_C3_02 9/5/2017 2:05:59 PM Customer: T-MOBILE Analysis Parameters Location: SUFFOLK County, NY Height(ft): 100 Code: ANSI/TIA-222-G Base Diameter(in): 41.38 Shape: 18 Sides.Sect 3: Round.Sect 4: RoundTdjmdYiSniakWv*h)Sect 6: Round.Sect 7: Round 8.63 Pole Type: Custom Taper(in/ft): 0.109 Pole Manfacturer: Rotation (deg): 0.00 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 105 mph Exposure Category: C Design Wind Speed With Ice: 50 mph Topographic Category 1 Operational Wind Speed: 60 mph Crest Height: 0.0 ft Design Ice Thickness: 0.75 in Seismic Parameters Analysis Method: Equivalent Modal Analysis& Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method (sec): 1.51 TL (sec): 6 p: 1.3 CS: 0.040 5 S: 0.153 Sl: 0.056 C s Max: 0.040 Fa: 1.600 F,,: 2.400 CS Min: 0.030 Sds: 0.163 Sda: 0.090 Load Cases 1.21D+1.6W 105 mph with No Ice 19D+1.6W 105 mph with No Ice(Reduced DL) 1.21D+1.ODi+ 1.OWi 50 mph with 0.75 in Radial Ice ;1.2+0.2Sds)*DL+E ELFM Seismic Equivalent Lateral Forces Method ;1.2+0.2Sds)*DL+E EMAM Seismic Equivalent Modal Analysis Method ;0.9-0.2Sds)*DL+E ELFM Seismic(Reduced DL)Equivalent Lateral Forces Method ;0.9-0.2Sds)*DL+E EMAM Seismic(Reduced DL)Equivalent Modal Analysis Method 1.OD+1.OW Serviceability 60 mph Page: 1 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number:OAA709231_C3_02 9/5/2017 2:05:59 PM Customer: T-MOBILE Shaft Section Properties Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Info (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (in z) (in4) Ratio Ratio (in) (ft) (in z) (in 4) Ratio Ratio (in/ft) 1-18 45.000 0.2500 65 0.00 4,697 41.37 0.00 32.63 6972.7 27.42 165.50 36.44 45.00 28.72 4754.7 23.94 145.79 0.109500 2-18 10.000 0.2500 65 Slip 60.00 991 37.49 40.00 29.55 5179.5 24.68 149.98 36.40 50.00 28.68 4736.0 23.91 145.60 0.109500 3-R 10.000 0.5000 42 Butt 0.00 655 12.75 50.00 19.24 361.2 0.00 25.50 12.75 60.00 19.24 361.2 0.00 25.50 0.000000 4-R 10.000 0.5000 42 Butt 0.00 655 12.75 60.00 19.24 361.2 0.00 25.50 12.75 70.00 19.24 361.2 0.00 25.50 0.000000 5-R 10.000 0.5000 42 Butt 0.00 655 12.75 70.00 19.24 361.2 0.00 25.50 12.75 80.00 19.24 361.2 0.00 25.50 0.000000 3-R 10.000 0.5000 42 Butt 0.00 655 12.75 80.00 19.24 361.2 0.00 25.50 12.75 90.00 19.24 361.2 0.00 25.50 0.000000 7-R 10.000 0.3220 35 Butt 0.00 286 8.625 90.00 8.40 72.4 0.00 26.79 8.625 100.00 8.40 72.4 0.00 26.79 0.000000 Shaft Weight 8,593 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 100.00 4' Omni 1 10.00 1.000 1.00 63.00 1.865 1.00 0.000 6.000 100.00 Side Arm 1 100.00 3.000 1.00 146.84 4.505 1.00 0.000 0.000 96.30 Andrew ETT19V2S12UB 6 11.00 0.000 0.01 33.23 0.896 0.01 0.000 0.000 96.30 Commscope SBNHH-1D65B 3 50.70 0.000 0.01 243.55 9.417 0.01 0.000 0.000 95.00 Proposed Canister 1 720.00 9.760 1.00 1,509.71 15.142 1.00 0.000 0.000 87.00 Amphenol Antel 3 26.70 0.000 0.01 137.42 0.000 0.01 0.000 0.000 85.00 Canister 1 1 720.00 8.130 1.00 1,531.53 12.583 1.00 0.000 0.000 85.00 RFS FDAP5002/1C-31- 6 6.40 0.000 0.01 25.07 0.743 0.01 0.000 0.000 82.00 Amphenol Antel 3 26.70 0.000 0.01 136.76 0.000 0.01 0.000 0.000 75.00 Andrew ETB19G8-12UB 6 16.00 0.000 0.01 44.23 1.317 0.01 0.000 0.000 75.00 Andrew SBNHH-1D65A (33.5 3 33.50 0.000 0.01 284.61 17.622 0.01 0.000 0.000 75.00 Canister 2 1 720.00 8.470 1.00 1,543.52 13.072 1.00 0.000 0.000 75.00 Triasx DBC0037F1V2-x 6 6.40 0.000 0.01 19.97 0.579 0.01 0.000 0.000 65.00 Canister 3 1 720.00 8.810 1.00 1,554.41 13.566 1.00 0.000 0.000 56.00 7' Omni 1 25.00 2.100 1.00 107.69 3.575 1.00 0.000 0.000 55.00 6' Omni 1 25.00 1.760 1.00 96.25 2.942 1.00 0.000 0.000 55.00 Canister 4 1 720.00 9.160 1.00 1,565.77 14.083 1.00 0.000 0.000 54.00 3.5' Omni 1 10.00 0.640 1.00 43.34 1.355 1.00 0.000 0.000 53.00 2.5' Omni 1 10.00 0.400 1.00 30.12 0.738 1.00 0.000 0.000 51.00 Round Side Arm 4 150.00 5.200 0.67 215.74 7.642 0.67 0.000 0.000 Totals 51 5031.60 12,197.09 Number of Loadings : 20 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed (ft) (ft) Qty Description (in) (Ib/ft) Flat (in) To Wind Carrier 0.00 100.00 1 7/8" Coax 1.09 0.33 N 0.00 N Police& Fire 0.00 96.30 6 7/8" Coax 1.09 0.33 N 0.00 N T-Mobile 0.00 96.30 12 7/8" Coax 1.09 0.33 N 0.00 N T-Mobile 0.00 87.00 6 7/8" Coax 1.09 0.33 N 0.00 N Verizon 0.00 82.00 6 7/8" Coax 1.09 0.33 N 0.00 N Verizon 0.00 75.00 3 3/8" RET Control Cable 0.38 0.23 N 0.00 N AT&T Mobility 0.00 75.00 12 7/8" Coax 1.09 0.33 N 0.00 N AT&T Mobility 0.00 56.00 1 1/2" Coax 0.63 0.15 N 0.00 N Police& Fire 0.00 55.00 1 1/2" Coax 0.63 0.15 N 0.00 N Police& Fire 0.00 54.00 1 1/2" Coax 0.63 0.15 N 0.00 N Police& Fire 0.00 53.00 1 1/2" Coax 0.63 0.15 N 0.00 N Police& Fire Page: 2 Site Number. 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved Site Name: Orient Point, NY Engineering Number:OAA709231_C3_02 9/5/2017 2:05:59 PM Customer: T-MOBILE Page: 3 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number:OAA709231_C3_02 9/5/2017 2:05:59 PM Customer: T-MOBILE Segment Properties (Max Len : 5.ft) Seg Top Flat Elev Thick Dia Area Ix W/t D/t F'y S Z Weight (ft) Description (in) (in) (int) (in4) Ratio Ratio (ksi) (in3) (in3) (Ib) 3.00 0.2500 41.375 32.632 6,972.7 27.42 165.50 69.2 331.9 0.0 0.0 5.00 0.2500 40.827 32.197 6,697.9 27.03 163.31 69.6 323.1 0.0 551.5 10.00 0.2500 40.280 31.763 6,430.4 26.65 161.12 70.1 314.4 0.0 544.1 15.00 0.2500 39.733 31.328 6,170.2 26.26 158.93 70.5 305.9 0.0 536.7 20.00 0.2500 39.185 30.894 5,917.0 25.87 156.74 71.0 297.4 0.0 529.3 25.00 0.2500 38.638 30.459 5,670.9 25.49 154.55 71.4 289.1 0.0 521.9 30.00 0.2500 38.090 30.025 5,431.7 25.10 152.36 71.9 280.9 0.0 514.5 35.00 0.2500 37.542 29.591 5,199.3 24.72 150.17 72.3 272.8 0.0 507.1 40.00 Bot -Section 2 0.2500 36.995 29.156 4,973.7 24.33 147.98 72.8 264.8 0.0 499.8 45.00 Top -Section 1 0.2500 36.948 29.118 4,954.4 24.30 147.79 72.8 264.1 0.0 991.5 50.00 Top -Section 2 0.2500 36.400 28.684 4,736.0 23.91 145.60 73.3 256.3 0.0 491.7 50.00 Bot-Section 3 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 51.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 65.5 53.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 131.0 54.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 65.5 55.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 65.5 56.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 65.5 50.00 Top -Section 3 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 261.9 80.00 Bot -Section 4 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 85.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 327.4 70.00 Top -Section 4 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 327.4 70.00 Bot-Section 5 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 75.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 327.4 80.00 Top -Section 5 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 327.4 30.00 Bot -Section 6 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 82.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 131.0 95.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 196.4 B7.00 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 131.0 80.00 Top -Section 6 0.5000 12.750 19.242 361.2 0.00 25.50 42.0 56.7 75.1 196.4 90.00 Bot -Section 7 0.3220 8.625 8.399 72.4 0.00 26.79 35.0 16.8 22.2 35.00 0.3220 8.625 8.399 72.4 0.00 26.79 35.0 16.8 22.2 142.9 86.30 0.3220 8.625 8.399 72.4 0.00 26.79 35.0 16.8 22.2 37.2 100.0 0.3220 8.625 8.399 72.4 0.00 26.79 35.0 168 22.2 105.7 8,593.1 Page: 4 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved Site Name: Orient Point, NY Engineering Number:OAA709231__C3 02 9/5/2017 2:05:59 PM Customer: T-MOBILE Load Case: 1.21D + 1.6W 105 mph with No Ice 23 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib-ft) (Ib-ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib-ft) (Ib) 0.00 226.7 0.0 0.0 0.0 226.7 0.0 0.0 0.0 5.00 450.4 661.8 0.0 92.9 450.4 754.7 0.0 0.0 10.00 444.3 652.9 0.0 92.9 444.3 745.8 0.0 0.0 15.00 445.2 644.1 0.0 92.9 445.2 736.9 0.0 0.0 20.00 458.0 635.2 0.0 92.9 458.0 728.1 0.0 0.0 25.00 473.5 626.3 0.0 92.9 473,5 719.2 0.0 0.0 30.00 485.2 617.4 0.0 92.9 485.2 710.3 0.0 0.0 35.00 494.1 608.6 0.0 92.9 494.1 701.5 0.0 0.0 40.00 Bot-Section 2 504.3 599.7 0.0 92.9 504.3 692.6 0.0 0.0 45.00 Top-Section 1 512.8 1,189.8 0.0 92.9 512.8 1,282.7 0.0 0.0 50.00 Top-Section 2 274.0 590.1 0.0 92.9 274.0 682.9 0.0 0.0 51.00 Appertunance(s) 49.7 78.6 722.3 0.0 0.0 720.0 0.0 18.6 772.0 817.1 0.0 0.0 53.00 Appertunance(s) 49.9 157.1 20.9 0.0 0.0 12.0 0.0 37.2 70.8 206.3 0.0 0.0 54.00 Appertunance(s) 33.4 78.6 33.6 0.0 0.0 12.0 0.0 18.4 67.0 109.0 0.0 0.0 55.00 Appertunance(s) 33.6 78.6 575.1 0.0 0.0 894.0 0.0 18.2 608.6 990.8 0.0 0.0 56.00 Appertunance(s) 84.7 78.6 111.0 0.0 0.0 30.0 0.0 18.0 195.7 126.6 0.0 0.0 60.00 Top -Section 3 154.1 314.3 0.0 71.4 154.1 385.7 0.0 0.0 65.00 Appertunance(s) 173.8 392.9 480.6 0.0 0.0 864.0 0.0 89.3 654.4 1,346.1 0.0 0.0 70.00 Top -Section 4 176.6 392.9 0.0 89.3 176.6 482.1 0.0 0.0 75.00 Appertunance(s) 179.2 392.9 476.1 0.0 0.0 1,145.9 0.0 89.3 655.3 1,628.0 0.0 0.0 80.00 Top-Section 5 126.6 392.9 0.0 61.4 126.6 454.2 0.0 0.0 82.00 Appertunance(s) 91.4 157.1 0.0 0.0 0.0 96.1 0.0 24.6 91.4 277.8 0.0 0.0 85.00 Appertunance(s) 91.9 235.7 469.2 0.0 0.0 910.1 0.0 29.7 561.1 1,175.5 0.0 0.0 87.00 Appertunance(s) 92.5 157.1 0.0 0.0 0.0 96.1 0.0 19.8 92.5 273.1 0.0 0.0 90.00 Top-Section 6 119.0 235.7 0.0 22.6 119.0 258.3 0.0 0.0 95.00 Appertunance(s) 79.9 171.5 576.7 0.0 0.0 864.0 0.0 37.6 656.6 1,073.1 0.0 0.0 96.30 64.0 44.6 0.0 9.8 64.0 54.4 0.0 0.0 100.00 Appertunance(s) 47.5 126.9 239.6 0.0 362.8 132.0 0.0 1.5 287.1 260.4 0.0 0.0 Totals. 10,121.4 17,673.2 0.00 0.00 Page: 5 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231 C3 02 9/5/2017 2:06:01 PM Customer: T-MOBILE Load Case: 1.2D + 1.6W 105 mph with No Ice 23 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor: 1.20 Wind Load Factor : 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -17.93 -9.91 0.00 -521.05 0.00 521.05 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.312 5.00 -17.16 -9.49 0.00 -471.50 0.00 471.50 2,016.99 1,008.49 3,368.68 1,686.84 0.06 -0.10 0.288 10.00 -16.40 -9.07 0.00 -424.05 0.00 424.05 2,002.76 1,001.38 3,299.50 1,652.20 0.21 -0.20 0.265 15.00 -15.65 -8.64 0.00 -378.71 0.00 378.71 1,988.17 994.08 3,230.39 1,617.60 0.47 -0.29 0.242 20.00 -14.91 -8.20 0.00 -335.49 0.00 335.49 1,973.23 986.61 3,161.37 1,583.04 0.81 -0.37 0.220 25.00 -14.19 -7.74 0.00 -294.47 0.00 294.47 1,957.93 978.97 3,092.47 1,548.54 1.24 -0.44 0.197 30.00 -13.47 -7.27 0.00 -255.77 0.00 255.77 1,942.28 971.14 3,023.72 1,514.11 1.74 -0.51 0.176 35.00 -12.77 -6.78 0.00 -219.43 0.00 219.43 1,926.27 963.14 2,955.12 1,479.76 2.31 -0.57 0.155 40.00 -12.07 -6.28 0.00 -185.54 0.00 185.54 1,909.91 954.95 2,886.72 1,445.50 2.94 -0.63 0.135 45.00 -10.79 -5.76 0.00 -154.15 0.00 154.15 1,908.47 954.24 2,880.79 1,442.54 3.63 -0.68 0.113 50.00 -10.11 -5.48 0.00 -125.36 0.00 125.36 1,891.72 945.86 2,812.62 1,408.40 4.36 -0.72 0.094 50.00 -10.11 -5.48 0.00 -125.36 0.00 125.36 727.36 363.68 356.48 236.48 4.36 -0.72 0.544 51.00 -9.30 -4.71 0.00 -119.88 0.00 119.88 727.36 363.68 356.48 236.48 4.51 -0.73 0.520 53.00 -9.08 -4.66 0.00 -110.45 0.00 110.45 727.36 363.68 356.48 236.48 4.86 -0.91 0.480 54.00 -8.97 -4.61 0.00 -105.79 0.00 105.79 727.36 363.68 356.48 236.48 5.06 -0.99 0.460 55.00 -7.98 -3.99 0.00 -101.18 0.00 101.18 727.36 363.68 356.48 236.48 5.27 -1.08 0.439 56.00 -7.85 -3.82 0.00 -97.19 0.00 97.19 727.36 363.68 356.48 236.48 5.51 -1.15 0.422 60.00 -7.45 -3.69 0.00 -81.92 0.00 81.92 727.36 363.68 356.48 236.48 6.60 -1.44 0.357 60.00 -7.45 -3.69 0.00 -81.92 0.00 81.92 727.36 363.68 356.48 236.48 6.60 -1.44 0.357 65.00 -6.10 -3.03 0.00 -63.46 0.00 63.46 727.36 363.68 356.48 236.48 8.26 -1.72 0.277 70.00 -5.62 -2.85 0.00 -48.33 0.00 48.33 727.36 363.68 356.48 236.48 10.18 -1.94 0.212 70.00 -5.62 -2.85 0.00 -48.33 0.00 48.33 727.36 363.68 356.48 236.48 10.18 -1.94 0.212 75.00 -4.01 -2.15 0.00 -34.06 0.00 34.06 727.36 363.68 356.48 236.48 12.31 -2.10 0.150 80.00 -3.56 -2.01 0.00 -23.30 0.00 23.30 727.36 363.68 356.48 236.48 14.57 -2.22 0.103 80.00 -3.56 -2.01 0.00 -23.30 0.00 23.30 727.36 363.68 356.48 236.48 14.57 -2.22 0.103 82.00 -3.28 -1.91 0.00 -19.28 0.00 19.28 727.36 363.68 356.48 236.48 15.51 -2.25 0.086 85.00 -2.13 -1.31 0.00 -13.54 0.00 13.54 727.36 363.68 356.48 236.48 16.94 -2.29 0.060 87.00 -1.86 -1.20 0.00 -10.93 0.00 10.93 727.36 363.68 356.48 236.48 17.90 -2.31 0.049 90.00 -1.61 -1.07 0.00 -7.32 0.00 7.32 727.36 363.68 356.48 236.48 19.36 -2.33 0.033 90.00 -1.61 -1.07 0.00 -7.32 0.00 7.32 264.58 132.29 88.06 58.30 19.36 -2.33 0.132 95.00 -0.56 -0.37 0.00 -1.95 0.00 1.95 264.58 132.29 88.06 58.30 21.81 -2.35 0.036 96.30 -0.25 -0.30 0.00 -1.46 0.00 1.46 264.58 132.29 88.06 58.30 22.45 -2.36 0.026 100.00 0.00 -0.29 0.00 -0.36 0.00 0.36 264.58 132.29 88.06 58.30 24.28 -2.37 0.006 Page: 6 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231 C302 9/5/2017 2:06:01 PM Customer: T-MOBILE Load Case: 0.9D+ 1.6W 105 mph with No Ice (Reduced DL) 23 Iterations Gust Response Factor: 1.10 Wind Importance Factor : 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (lb) (lb) (Ib-ft) (Ib-ft) (Ib) (lb) (Ib) (lb) (lb) (Ib-ft) (lb) 0.00 226.7 0.0 0.0 0.0 226.7 0.0 0.0 0.0 5.00 450.4 496.3 0.0 69.7 450.4 566.0 0.0 0.0 10.00 444.3 489.7 0.0 69.7 444.3 559.4 0.0 0.0 15.00 445.2 483.0 0.0 69.7 445.2 552.7 0.0 0.0 20.00 458.0 476.4 0.0 69.7 458.0 546.0 0.0 0.0 25.00 473.5 469.7 0.0 69.7 473.5 539.4 0.0 0.0 30.00 485.2 463.1 0.0 69.7 485.2 532.7 0.0 0.0 35.00 494.1 456.4 0.0 69.7 494.1 526.1 0.0 0.0 40.00 Bot-Section 2 504.3 449.8 0.0 69.7 504.3 519.4 0.0 0.0 45.00 Top-Section 1 512.8 892.3 0.0 69.7 512.8 962.0 0.0 0.0 50.00 Top-Section 2 274.0 442.5 0.0 69.7 274.0 512.2 0.0 0.0 51.00 Appertunance(s) 49.7 58.9 722.3 0.0 0.0 540.0 0.0 13.9 772.0 612.9 0.0 0.0 53.00 Appertunance(s) 49.9 117.9 20.9 0.0 0.0 9.0 0.0 27.9 70.8 154.7 0.0 0.0 54.00 Appertunance(s) 33.4 58.9 33.6 0.0 0.0 9.0 0.0 13.8 67.0 81.7 0.0 0.0 55.00 Appertunance(s) 33.6 58.9 575.1 0.0 0.0 670.5 0.0 13.7 608.6 743.1 0.0 0.0 56.00 Appertunance(s) 84.7 58.9 111.0 0.0 0.0 22.5 0.0 13.5 195.7 95.0 0.0 0.0 60.00 Top-Section 3 154.1 235.7 0.0 53.6 154.1 289.3 0.0 0.0 65.00 Appertunance(s) 173.8 294.6 480.6 0.0 0.0 648.0 0.0 67.0 654.4 1,009.6 0.0 0.0 70.00 Top-Section 4 176.6 294.6 0.0 67.0 176.6 361.6 0.0 0.0 75.00 Appertunance(s) 179.2 294.6 476.1 0.0 0.0 859.4 0.0 67.0 655.3 1,221.0 0.0 0.0 80.00 Top-Section 5 126.6 294.6 0.0 46.0 126.6 340.7 0.0 0.0 82.00 Appertunance(s) 91.4 117.9 0.0 0.0 0.0 72.1 0.0 18.4 91.4 208.4 0.0 0.0 85.00 Appertunance(s) 91.9 176.8 469.2 0.0 0.0 682.6 0.0 22.3 561.1 881.6 0.0 0.0 87.00 Appertunance(s) 92.5 117.9 0.0 0.0 0.0 72.1 0.0 14.9 92.5 204.8 0.0 0.0 90.00 Top-Section 6 119.0 176.8 0.0 16.9 119.0 193.7 0.0 0.0 95.00 Appertunance(s) 79.9 128.6 576.7 0.0 0.0 648.0 0.0 28.2 656.6 804.8 0.0 0.0 96.30 64.0 33.4 0.0 7.3 64.0 40.8 0.0 0.0 100.00 Appertunance(s) 47.5 95.2 239.6 0.0 362.8 99.0 0.0 1.1 287.1 195.3 0.0 0.0 Totals: 10,121.4 13,254.9 0.00 0.00 Page: 7 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231�C3_02 9/5/2017 2:06:02 PM Customer: T-MOBILE Load Case: 0.9D+ 1.6W 105 mph with No Ice (Reduced DL) 23 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor. 0.90 Wind Load Factor: 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -13.44 -9.91 0.00 -518.01 0.00 518.01 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.308 5.00 -12.86 -9.48 0.00 -468.47 0.00 468.47 2,016.99 1,008.49 3,368.68 1,686.84 0.05 -0.10 0.284 10.00 -12.29 -9.05 0.00 -421.09 0.00 421.09 2,002.76 1,001.38 3,299.50 1,652.20 0.21 -0.20 0.261 15.00 -11.72 -8.62 0.00 -375.83 0.00 375.83 1,988.17 994.08 3,230.39 1,617.60 0.46 -0.28 0.238 20.00 -11.17 -8.18 0.00 -332.72 0.00 332.72 1,973.23 986.61 3,161.37 1,583.04 0.81 -0.36 0.216 25.00 -10.62 -7.71 0.00 -291.85 0.00 291.85 1,957.93 978.97 3,092.47 1,548.54 1.23 -0.44 0.194 30.00 -10.09 -7.23 0.00 -253.29 0.00 253.29 1,942.28 971.14 3,023.72 1,514.11 1.73 -0.51 0.173 35.00 -9.56 -6.74 0.00 -217.12 0.00 217.12 1,926.27 963.14 2,955.12 1,479.76 2.29 -0.57 0.152 40.00 -9.04 -6.24 0.00 -183.40 0.00 183.40 1,909.91 954.95 2,886.72 1,445.50 2.92 -0.62 0.132 45.00 -8.08 -5.73 0.00 -152.19 0.00 152.19 1,908.47 954.24 2,880.79 1,442.54 3.60 -0.67 0.110 50.00 -7.57 -5.45 0.00 -123.57 0.00 123.57 1,891.72 945.86 2,812.62 1,408.40 4.33 -0.71 0.092 50.00 -7.57 -5.45 0.00 -123.57 0.00 123.57 727.36 363.68 356.48 236.48 4.33 -0.71 0.533 51.00 -6.96 -4.68 0.00 -118.12 0.00 118.12 727.36 363.68 356.48 236.48 4.48 -0.72 0.509 53.00 -6.79 -4.62 0.00 -108.76 0.00 108.76 727.36 363.68 356.48 236.48 4.82 -0.90 0.469 54.00 -6.71 -4.56 0.00 -104.14 0.00 104.14 727.36 363.68 356.48 236.48 5.02 -0.98 0.450 55.00 -5.97 -3.95 0.00 -99.57 0.00 99.57 727.36 363.68 356.48 236.48 5.23 -1.06 0.429 56.00 -5.86 -3.77 0.00 -95.62 0.00 95.62 727.36 363.68 356.48 236.48 5.46 -1.14 0.413 60.00 -5.56 -3.64 0.00 -80.54 0.00 80.54 727.36 363.68 356.48 236.48 6.54 -1.42 0.348 60.00 -5.56 -3.64 0.00 -80.54 0.00 80.54 727.36 363.68 356.48 236.48 6.54 -1.42 0.348 65.00 -4.56 -2.98 0.00 -62.35 0.00 62.35 727.36 363.68 356.48 236.48 8.18 -1.70 0.270 70.00 -4.19 -2.80 0.00 -47.47 0.00 47.47 727.36 363.68 356.48 236.48 10.08 -1.92 0.207 70.00 -4.19 -2.80 0.00 -47.47 0.00 47.47 727.36 363.68 356.48 236.48 10.08 -1.92 0.207 75.00 -2.99 -2.11 0.00 -33.47 0.00 33.47 727.36 363.68 356.48 236.48 12.17 -2.08 0.146 80.00 -2.65 -1.97 0.00 -22.91 0.00 22.91 727.36 363.68 356.48 236.48 14.41 -2.19 0.101 80.00 -2.65 -1.97 0.00 -22.91 0.00 22.91 727.36 363.68 356.48 236.48 14.41 -2.19 0.101 82.00 -2.45 -1.88 0.00 -18.96 0.00 18.96 727.36 363.68 356.48 236.48 15.33 -2.22 0.084 85.00 -1.59 -1.28 0.00 -13.33 0.00 13.33 727.36 363.68 356.48 236.48 16.74 -2.26 0.059 87.00 -1.38 -1.18 0.00 -10.76 0.00 10.76 727.36 363.68 356.48 236.48 17.69 -2.28 0.047 90.00 -1.20 -1.06 0.00 -7.22 0.00 7.22 727.36 363.68 356.48 236.48 19.12 -2.30 0.032 90.00 -1.20 -1.06 0.00 -7.22 0.00 7.22 264.58 132.29 88.06 58.30 19.12 -2.30 0.128 95.00 -0.42 -0.37 0.00 -1.93 0.00 1.93 264.58 132.29 88.06 58.30 21.54 -2.32 0.035 96.30 -0.18 -0.29 0.00 -1.45 0.00 1.45 264.58 132.29 88.06 58.30 22.17 -2.32 0.026 100.00 0.00 -0.29 0.00 -0.36 0.00 0.36 264.58 132.29 88.06 58.30 23.98 -2.34 0.006 Page: 8 Site Number: 373337 Code: ANSI/FIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231 C3 02 9/5/2017 2:06:02 PM Customer: T-MOBILE Load Case: 1.2D+ 1.ODi+ 1.0Wi 50 mph with 0.75 in Radial Ice 22 Iterations Gust Response Factor . 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Ice Importance Factor: 1.00 Wind Load Factor : 1.00 Applied Segment Forces Summar_ Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (Ib-ft) (Ib-ft) (lb) (lb) (lb) (lb) (lb) (Ib-ft) (lb) 0.00 62.6 0.0 0.0 0.0 62.6 0.0 0.0 0.0 5.00 124.8 966.6 0.0 92.9 124.8 1,059.5 0.0 0.0 10.00 123.8 989.7 0.0 92.9 123.8 1,082.6 0.0 0.0 15.00 124.5 994.4 0.0 92.9 124.5 1,087.3 0.0 0.0 20.00 128.4 993.1 0.0 92.9 128.4 1,086.0 0.0 0.0 25.00 133.1 988.7 0.0 92.9 133.1 1,081.6 0.0 0.0 30.00 136.7 982.4 0.0 92.9 136.7 1,075.3 0.0 0.0 35.00 139.5 974.8 0.0 92.9 139.5 1,067.7 0.0 0.0 40.00 Bot-Section 2 142.6 966.2 0.0 92.9 142.6 1,059.1 0.0 0.0 45.00 Top-Section 1 145.2 1,560.6 0.0 92.9 145.2 1,653.5 0.0 0.0 50.00 Top-Section 2 78.8 959.9 0.0 92.9 78.8 1,052.7 0.0 0.0 51.00 Appertunance(s) 17.5 105.9 150.4 0.0 0.0 1,583.0 0.0 18.6 168.0 1,707.5 0.0 0.0 53.00 Appertunance(s) 17.6 212.0 5.5 0.0 0.0 32.1 0.0 37.2 23.1 281.3 0.0 0.0 54.00 Appertunance(s) 11.8 106.1 10.1 0.0 0.0 45.3 0.0 18.4 21.9 169.8 0.0 0.0 55.00 Appertunance(s) 11.9 106.2 127.1 0.0 0.0 2,531.0 0.0 18.2 138.9 2,655.4 0.0 0.0 56.00 Appertunance(s) 30.0 106.2 26.8 0.0 0.0 112.7 0.0 18.0 56.8 236.9 0.0 0.0 60.00 Top-Section 3 54.6 425.4 0.0 71.4 54.6 496.9 0.0 0.0 65.00 Appertunance(s) 61.7 532.9 104.9 0.0 0.0 2,418.4 0.0 89.3 166.6 3,040.6 0.0 0.0 70.00 Top-Section 4 62.7 534.1 0.0 89.3 62.7 623.4 0.0 0.0 75.00 Appertunance(s) 63.8 535.3 104.2 0.0 0.0 3,693.5 0.0 89.3 168.0 4,318.0 0.0 0.0 80.00 Top-Section 5 45.1 536.3 0.0 61.4 45.1 597.7 0.0 0.0 82.00 Appertunance(s) 32.6 214.8 0.0 0.0 0.0 506.4 0.0 24.6 32.6 745.8 0.0 0.0 85.00 Appertunance(s) 32.8 322.5 102.9 0.0 0.0 2,553.6 0.0 29.7 135.7 2,905.9 0.0 0.0 87.00 Appertunance(s) 33.0 215.2 0.0 0.0 0.0 508.4 0.0 19.8 33.0 743.4 0.0 0.0 90.00 Top-Section 6 44.8 323.1 0.0 22.6 44.8 345.7 0.0 0.0 95.00 Appertunance(s) 31.4 275.9 126.8 0.0 0.0 2,373.7 0.0 37.6 158.2 2,687.3 0.0 0.0 96.30 25.2 71.8 0.0 9.8 25.2 81.6 0.0 0.0 100.00 Appertunance(s) 18.7 204.7 54.1 0.0 95.9 181.8 0.0 1.5 72.8 388.0 0.0 0.0 Totals: 2,747.97 33,330.3 0.00 0.00 Page: 9 Site Number: 373337 Code: ANSIFFIA-222-G ©2007-2017 by ATC IP LLC. 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Site Name: Orient Point, NY Engineering Number: OAA709231 C3 02 9/5/2017 2:06:04 PM Customer: T-MOBILE Load Case: 1.2D+ 1.ODi+ 1.OWi 50 mph with 0.75 in Radial Ice 22 Iterations Gust Response Factor : 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Ice Importance Factor : 1.00 Wind Load Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX( ) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -34.30 -2.69 0.00 -144.69 0.00 144.69 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.101 5.00 -33.24 -2.58 0.00 -131.22 0.00 131.22 2,016.99 1,008.49 3,368.68 1,686.84 0.02 -0.03 0.094 10.00 -32.16 -2.47 0.00 -118.30 0.00 118.30 2,002.76 1,001.38 3,299.50 1,652.20 0.06 -0.05 0.088 15.00 -31.07 -2.36 0.00 -105.93 0.00 105.93 1,988.17 994.08 3,230.39 1,617.60 0.13 -0.08 0.081 20.00 -29.98 -2.24 0.00 -94.12 0.00 94.12 1,973.23 986.61 3,161.37 1,583.04 0.23 -0.10 0.075 25.00 -28.90 -2.12 0.00 -82.91 0.00 82.91 1,957.93 978.97 3,092.47 1,548.54 0.34 -0.12 0.068 30.00 -27.83 -1.99 0.00 -72.32 0.00 72.32 1,942.28 971.14 3,023.72 1,514.11 0.49 -0.14 0.062 35.00 -26.76 -1.85 0.00 -62.38 0.00 62.38 1,926.27 963.14 2,955.12 1,479.76 0.64 -0.16 0.056 40.00 -25.70 -1.71 0.00 -53.12 0.00 53.12 1,909.91 954.95 2,886.72 1,445.50 0.82 -0.18 0.050 45.00 -24.05 -1.57 0.00 -44.55 0.00 44.55 1,908.47 954.24 2,880.79 1,442.54 1.01 -0.19 0.043 50.00 -22.99 -1.49 0.00 -36.70 0.00 36.70 1.891.72 945.86 2,812.62 1,408.40 1.22 -0.20 0.038 50.00 -22.99 -1.49 0.00 -36.70 0.00 36.70 727.36 363.68 356.48 236.48 1.22 -0.20 0.187 51.00 -21.29 -1.33 0.00 -35.21 0.00 35.21 727.36 363.68 356.48 236.48 1.26 -0.20 0.178 53.00 -21.00 -1.32 0.00 -32.56 0.00 32.56 727.36 363.68 356.48 236.48 1.36 -0.26 0.167 54.00 -20.83 -1.30 0.00 -31.24 0.00 31.24 727.36 363.68 356.48 236.48 1.42 -0.28 0.161 55.00 -18.18 -1.16 0.00 -29.94 0.00 29.94 727.36 363.68 356.48 236.48 1.48 -0.31 0.152 56.00 -17.94 -1.12 0.00 -28.79 0.00 28.79 727.36 363.68 356.48 236.48 1.55 -0.33 0.146 60.00 -17.44 -1.08 0.00 -24.32 0.00 24.32 727.36 363.68 356.48 236.48 1.86 -0.41 0.127 60.00 -17.44 -1.08 0.00 -24.32 0.00 24.32 727.36 363.68 356.48 236.48 1.86 -0.41 0.127 65.00 -14.40 -0.91 0.00 -18.90 0.00 18.90 727.36 363.68 356.48 236.48 2.34 -0.50 0.100 7000 -13.78 -0.86 0.00 -14.34 0.00 14.34 727.36 363.68 356.48 236.48 2.90 -0.56 0.080 70.00 -13.78 -0.86 0.00 -14.34 0.00 14.34 727.36 363.68 356.48 236.48 2.90 -0.56 0.080 75.00 -9.46 -0.65 0.00 -10.06 0.00 10.06 727.36 363.68 356.48 236.48 3.52 -0.61 0.056 80.00 -8.86 -0.60 0.00 -6.80 0.00 6.80 727.36 363.68 356.48 236.48 4.18 -0.65 0.041 80.00 -8.86 -0.60 0.00 -6.80 0.00 6.80 727.36 363.68 356.48 236.48 4.18 -0.65 0.041 82.00 -8.12 -0.56 0.00 -5.60 0.00 5.60 727.36 363.68 356.48 236.48 4.45 -0.66 0.035 85.00 -5.22 -0.39 0.00 -3.91 0.00 3.91 727.36 363.68 356.48 236.48 4.87 -0.67 0.024 87.00 -4.47 -0.35 0.00 -3.12 0.00 3.12 727.36 363.68 356.48 236.48 5.15 -0.67 0.019 90.00 -4.13 -0.31 0.00 -2.06 0.00 2.06 727.36 363.68 356.48 236.48 5.57 -0.68 0.014 90.00 -4.13 -0.31 0.00 -2.06 0.00 2.06 264.58 132.29 88.06 58.30 5.57 -0.68 0.051 95.00 -1.44 -0.12 0.00 -0.53 0.00 0.53 264.58 132.29 88.06 58.30 6.29 -0.68 0.015 96.30 -0.39 -0.08 0.00 -0.38 0.00 0.38 264.58 132.29 88.06 58.30 6.47 -0.69 0.008 100.00 0.00 -0.07 0.00 -0.10 0.00 0.10 264.58 132.29 88.06 58.30 7.01 -0.69 0.002 Page: 10 Site Number: 373337 Code. ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:04 PM Customer: T-MOBILE Load Case: 1.OD+ 1.OW Serviceability 60 mph 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (lb) (lb) (lb) (Ib-ft) (Ib-ft) (Ib) (lb) (lb) (lb) (lb) (Ib-ft) (lb) 0.00 46.3 0.0 0.0 0.0 46.3 0.0 0.0 0.0 5.00 91.9 551.5 0.0 77.4 91.9 628.9 0.0 0.0 10.00 90.7 544.1 0.0 77.4 90.7 621.5 0.0 0.0 15.00 90.9 536.7 0.0 77.4 90.9 614.1 0.0 0.0 20.00 93.5 529.3 0.0 77.4 93.5 606.7 0.0 0.0 25.00 96.6 521.9 0.0 77.4 96.6 599.3 0.0 0.0 30.00 99.0 514.5 0.0 77.4 99.0 591.9 0.0 0.0 35.00 100.8 507.1 0.0 77.4 100.8 584.5 0.0 0.0 40.00 Bot-Section 2 102.9 499.8 0.0 77.4 102.9 577.2 0.0 0.0 45.00 Top-Section 1 104.7 991.5 0.0 77.4 104.7 1,068.9 0.0 0.0 50.00 Top-Section 2 55.9 491.7 0.0 77.4 55.9 569.1 0.0 0.0 51.00 Appertunance(s) 10.1 65.5 1474 0.0 0.0 600.0 0.0 15.5 157.5 681.0 0.0 0.0 53.00 Appertunance(s) 10.2 131.0 4.3 0.0 0.0 10.0 0.0 31.0 14.4 171.9 0.0 0.0 54.00 Appertunance(s) 6.8 65.5 6.9 0.0 0.0 10.0 0.0 15.3 13.7 90.8 0.0 0.0 55.00 Appertunance(s) 6.9 65.5 117.4 0.0 0.0 745.0 0.0 15.2 124.2 825.7 0.0 0.0 56.00 Appertunance(s) 17.3 65.5 22.7 0.0 0.0 25.0 0.0 15.0 39.9 105.5 0.0 0.0 60.00 Top-Section 3 31.5 261.9 0.0 59.5 31.5 321.4 0.0 0.0 65.00 Appertunance(s) 35.5 327.4 98.1 0.0 0.0 720.0 0.0 74.4 133.6 1,121.8 0.0 0.0 70.00 Top-Section 4 36.0 327.4 0.0 74.4 36.0 401.8 0.0 0.0 75.00 Appertunance(s) 36.6 327.4 97.2 0.0 0.0 954.9 0.0 74.4 133.7 1,356.7 0.0 0.0 80.00 Top-Section 5 25.8 327.4 0.0 51.2 25.8 378.5 0.0 0.0 82.00 Appertunance(s) 18.7 131.0 0.0 0.0 0.0 80.1 0.0 20.5 18.7 231.5 0.0 0.0 85.00 Appertunance(s) 18.7 196.4 95.8 0.0 0.0 758.4 0.0 24.8 114.5 979.6 0.0 0.0 87.00 Appertunance(s) 18.9 131.0 0.0 0.0 0.0 80.1 0.0 16.5 18.9 227.6 0.0 0.0 90.00 Top-Section 6 28.6 196.4 0.0 18.8 28.6 215.2 0.0 0.0 95.00 Appertunance(s) 21.7 142.9 117.7 0.0 0.0 720.0 0.0 31.4 139.4 894.3 0.0 0.0 96.30 17.3 37.2 0.0 8.2 17.3 45.3 0.0 0.0 100.00 Appertunance(s) 12.8 105.7 48.9 0.0 74.0 110.0 0.0 1.2 61.7 217.0 0.0 0.0 Totals: 2,082.56 14,727.6 (11.00 0.00 Page: 11 Site Number: 373337 Code: ANSI[TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Load Case: 1.OD+ 1.OW Serviceability 60 mph 21 Iterations Gust Response Factor . 1.10 Wind Importance Factor: 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -14.95 -2.04 0.00 107.53 0.00 107.53 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.070 5.00 -14.32 -1.95 0.00 -97.34 0.00 97.34 2,016.99 1,008.49 3,368.68 1,686.84 0.01 -0.02 0.065 10.00 -13.69 -1.86 0.00 -87.58 0.00 87.58 2,002.76 1,001.38 3,299.50 1,652.20 0.04 -0.04 0.060 15.00 -13.08 -1.78 0.00 -78.26 0.00 78.26 1,988.17 994.08 3,230.39 1,617.60 0.10 -0.06 0.055 20.00 -12.47 -1.69 0.00 -69.37 0.00 69.37 1,973.23 986.61 3,161.37 1,583.04 0.17 -0.08 0.050 25.00 -11.87 -1.59 0.00 -60.94 0.00 60.94 1,957.93 978.97 3,092.47 1,548.54 0.26 -0.09 0.045 30.00 -11.28 -1.50 0.00 -52.98 0.00 52.98 1,942.28 971.14 3,023.72 1,514.11 0.36 -0.11 0.041 35.00 -10.70 -1.40 0.00 -45.50 0.00 45.50 1,926.27 963.14 2,955.12 1,479.76 0.48 -0.12 0.036 40.00 -10.12 -1.29 0.00 -38.52 0.00 38.52 1,909.91 954.95 2,886.72 1,445.50 0.61 -0.13 0.032 45.00 -9.05 -1.19 0.00 -32.06 0.00 32.06 1,908.47 954.24 2,880.79 1,442.54 0.75 -0.14 0.027 50.00 -8.48 -1.13 0.00 -26.12 0.00 26.12 1,891.72 945.86 2,812.62 1,408.40 0.90 -0.15 0.023 50.00 -8.48 -1.13 0.00 -26.12 0.00 26.12 727.36 363.68 356.48 236.48 0.90 -0.15 0.122 51.00 -7.80 -0.97 0.00 -24.99 0.00 24.99 727.36 363.68 356.48 236.48 0.93 -0.15 0.116 53.00 -7.63 -0.96 0.00 -23.04 0.00 23.04 727.36 363.68 356.48 236.48 1.00 -0.19 0.108 54.00 -7.54 -0.95 0.00 -22.08 0.00 22.08 727.36 363.68 356.48 236.48 1.05 -0.21 0.104 55.00 -6.71 -0.83 0.00 -21.13 0.00 21.13 727.36 363.68 356.48 236.48 1.09 -0.22 0.099 56.00 -6.61 -0.79 0.00 -20.30 0.00 20.30 727.36 363.68 356.48 236.48 1.14 -0.24 0.095 60.00 -6.28 -0.76 0.00 -17.14 0.00 17.14 727.36 363.68 356.48 236.48 1.37 -0.30 0.081 60.00 -6.28 -0.76 0.00 -17.14 0.00 17.14 727.36 363.68 356.48 236.48 1.37 -0.30 0.081 65.00 -5.16 -0.63 0.00 -13.32 0.00 13.32 727.36 363.68 356.48 236.48 1.71 -0.36 0.063 70.00 -4.76 -0.59 0.00 -10.18 0.00 10.18 727.36 363.68 356.48 236.48 2.11 -0.40 0.050 70.00 -4.76 -0.59 0.00 -10.18 0.00 10.18 727.36 363.68 356.48 236.48 2.11 -0.40 0.050 75.00 -3.40 -0.45 0.00 -7.22 0.00 7.22 727.36 363.68 356.48 236.48 2.55 -0.44 0.035 80.00 -3.03 -0.42 0.00 -4.96 0.00 4.96 727.36 363.68 356.48 236.48 3.03 -0.46 0.025 80.00 -3.03 -0.42 0.00 -4.96 0.00 4.96 727.36 363.68 356.48 236.48 3.03 -0.46 0.025 82.00 -2.79 -0.40 0.00 -4.12 0.00 4.12 727.36 363.68 356.48 236.48 3.22 -0.47 0.021 85.00 -1.82 -0.28 0.00 -2.91 0.00 2.91 727.36 363.68 356.48 236.48 3.52 -0.48 0.015 87.00 -1.59 -0.26 0.00 -2.35 0.00 2.35 727.36 363.68 356.48 236.48 3.72 -0.48 0.012 90.00 -1.37 -0.23 0.00 -1.57 0.00 1.57 727.36 363.68 356.48 236.48 4.03 -0.49 0.009 90.00 -1.37 -0.23 0.00 -1.57 0.00 1.57 264.58 132.29 88.06 58.30 4.03 -0.49 0.032 95.00 -0.48 -0.08 0.00 -0.42 0.00 0.42 264.58 132.29 88.06 58.30 4.54 -0.49 0.009 96.30 -0.22 -0.06 0.00 -0.31 0.00 0.31 264.58 132.29 88.06 58.30 4.67 -0.49 0.006 100.00 0.00 -0.06 0.00 -0.07 0.00 0.07 264.58 132.29 88.06 58.30 5.06 -0.50 0.001 Page: 12 Site Number: 373337 Code. ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231C3 02 9/5/2017 2:06:05 PM Customer: T-MOBILE Equivalent Lateral Forces Method Analysis (Based on ASCE7-10 Chapters 11,12, 15) Spectral Response Acceleration for Short Period(S 5): 0.15 Spectral Response Acceleration at 1.0 Second Period(S 1): 0.06 Long-Period Transition Period(T L): 6 Importance Factor(I E): 1.00 Site Coefficient F a: 1.60 Site Coeffiecient F �: 2.40 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S ds): 0.16 Design Spectral Response Acceleration at 1.0 Second Period(S di): 0.09 Seismic Response Coefficient(C 5): 0.04 Upper Limit C s 0.04 Lower Limit C 5 0.03 Period based on Rayleigh Method(sec): 1.51 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent(k): 1.50 Total Unfactored Dead Load: 14.95 k Seismic Base Shear(E): 0.77 k Load Case (1.2 + 0.2Sds) * DL+ E ELFM Seismic Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W z Force Force Segment (ft) (lb) (Ib-ft) C (lb) (lb) 27 98.15 107 106 0.016 13 132 26 95.65 45 43 0.007 5 56 25 92.50 174 158 0.025 19 215 24 88.50 215 182 0.028 22 265 23 86.00 147 119 0.019 14 182 22 83.50 221 171 0.027 21 273 21 81.00 151 112 0.017 13 187 20 77.50 379 262 0.041 31 467 19 72.50 402 252 0.039 30 495 18 67.50 402 226 0.035 27 495 17 62.50 402 201 0.031 24 495 16 58.00 321 144 0.022 17 396 15 55.50 81 34 0.005 4 99 14 54.50 81 33 0.005 4 99 13 53.50 81 32 0.005 4 100 12 52.00 162 62 0.010 7 200 11 50.50 81 29 0.005 4 100 10 47.50 569 189 0.029 23 702 9 42.50 1,069 300 0.047 36 1,318 8 37.50 577 134 0.021 16 711 7 32.50 585 110 0.017 13 721 6 27.50 592 86 0.013 10 730 5 22.50 599 65 0.010 8 739 Page: 13 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE 4 17.50 607 45 0.007 5 748 3 12.50 614 27 0.004 3 757 2 7.50 622 13 0.002 2 766 1 2.50 629 2 0.000 0 775 4'Omni 100.00 10 10 0.002 1 12 Side Arm 100.00 100 102 0.016 12 123 Andrew ETT19V2S12UB 96.30 66 63 0.010 8 81 Commscope SBNHH-1 D65 96.30 152 146 0.023 17 187 Proposed Canister 95.00 720 678 0.105 81 888 Amphenol Ante[CWX06 87.00 80 66 0.010 8 99 RFS FDAP5002/1 C-31- 85.00 38 31 0.005 4 47 Canister 1 85.00 720 573 0.089 69 888 Amphenol Antel CWX06 82.00 80 60 0.009 7 99 Triasx DBC0037F1 V2-x 75.00 38 25 0.004 3 47 Andrew ETB19G8-12UB 75.00 96 63 0.010 8 118 Andrew SBNHH-1 D65A( 75.00 101 66 0.010 8 124 Canister 2 75.00 720 475 0.074 57 888 Canister 3 65.00 720 383 0.060 46 888 7'Omni 56.00 25 11 0.002 1 31 6'Omni 55.00 25 10 0.002 1 31 Canister 4 55.00 720 298 0.046 36 888 3.5'Omni 54.00 10 4 0.001 0 12 2.5'Omni 53.00 10 4 0.001 0 12 Round Side Arm 51.00 600 222 0.034 27 740 14,946 6,430 1.000 770 18,423 Load Case (0.9 - 0.2Sds) * DL+ E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Height Above Horizontal Vertical Base Weight W z Force Force Segment (ft) (lb) (Ib-ft) C vx (lb) (lb) 27 98.15 107 106 0.016 13 93 26 95.65 45 43 0.007 5 39 25 92.50 174 158 0.025 19 151 24 88.50 215 182 0.028 22 187 23 86.00 147 119 0.019 14 128 22 83.50 221 171 0.027 21 192 21 81.00 151 112 0.017 13 131 20 77.50 379 262 0.041 31 328 19 72.50 402 252 0.039 30 348 18 67.50 402 226 0.035 27 348 17 62.50 402 201 0.031 24 348 16 58.00 321 144 0.022 17 279 15 55.50 81 34 0.005 4 70 14 54.50 81 33 0.005 4 70 13 53.50 81 32 0.005 4 70 12 52.00 162 62 0.010 7 140 11 50.50 81 29 0.005 4 70 10 47.50 569 189 0.029 23 494 9 42.50 1,069 300 0.047 36 927 8 37.50 577 134 0.021 16 501 7 32.50 585 110 0.017 13 507 6 27.50 592 86 0.013 10 513 5 22.50 599 65 0.010 8 520 4 17.50 607 45 0.007 5 526 3 12.50 614 27 0.004 3 533 2 7.50 622 13 0.002 2 539 1 2.50 629 2 0.000 0 545 4'Omni 100.00 10 10 0.002 1 9 Side Arm 100.00 100 102 0.016 12 87 Andrew ETT19V2S12UB 96.30 66 63 0.010 8 57 Page: 14 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Commscope SBNHH-1 D65 96.30 152 146 0.023 17 132 Proposed Canister 95.00 720 678 0.105 81 624 Amphenol Ante]CWX06 87.00 80 66 0.010 8 69 RFS FDAP5002/1 C-31- 85.00 38 31 0.005 4 33 Canister 1 85.00 720 573 0.089 69 624 Amphenol Antel CWX06 82.00 80 60 0.009 7 69 Triasx DBC0037FiV2-x 75.00 38 25 0.004 3 33 Andrew ETB19G8-12UB 75.00 96 63 0.010 8 83 Andrew SBNHH-1 D65A( 75.00 101 66 0.010 8 87 Canister 2 75.00 720 475 0.074 57 624 Canister 3 65.00 720 383 0.060 46 624 T Omni 56.00 25 11 0.002 1 22 6'Omni 55.00 25 10 0.002 1 22 Canister 4 55.00 720 298 0.046 36 624 3.5'Omni 54.00 10 4 0.001 0 9 2.5'Omni 53.00 10 4 0.001 0 9 Round Side Arm 51.00 600 222 0.034 27 520 14,946 6,430 1.000 770 12,963 Page: 15 Site Number: 373337 Code: ANSIMA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Load Case (1.2 + 0.2Sds) * DL+ E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX ( ) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -17.65 -0.77 0.00 -55.50 . 0.00 55.50 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.041 5.00 -16.88 -0.77 0.00 -51.65 0.00 51.65 2,016.99 1,008.49 3,368.68 1,686.84 0.01 -0.01 0.039 10.00 -16.12 -0.77 0.00 -47.78 0.00 47.78 2,002.76 1,001.38 3,299.50 1,652.20 0.02 -0.02 0.037 15.00 -15.38 -0.77 0.00 -43.92 0.00 43.92 1,988.17 994.08 3,230.39 1,617.60 0.05 -0.03 0.035 20.00 -14.64 -0.76 0.00 -40.08 0.00 40.08 1,973.23 986.61 3,161.37 1,583.04 0.09 -0.04 0.033 25.00 -13.91 -0.75 0.00 -36.26 0.00 36.26 1,957.93 978.97 3,092.47 1,548.54 0.14 -0.05 0.031 30.00 -13.19 -0.74 0.00 -32.49 0.00 32.49 1,942.28 971.14 3,023.72 1,514.11 0.20 -0.06 0.028 35.00 -12.48 -0.73 0.00 -28.78 0.00 28.78 1,926.27 963.14 2,955.12 1,479.76 0.26 -0.07 0.026 40.00 -11.16 -0.69 0.00 -25.15 0.00 25.15 1,909.91 954.95 2,886.72 1,445.50 0.34 -0.07 0.023 45.00 -10.46 -0.67 0.00 -21.69 0.00 21.69 1,908.47 954.24 2,880.79 1,442.54 0.42 -0.08 0.021 50.00 -10.36 -0.67 0.00 -18.35 0.00 18.35 1,891.72 945.86 2,812.62 1,408.40 0.51 -0.09 0.019 50.00 -10.36 -0.67 0.00 -18.35 0.00 18.35 727.36 363.68 356.48 236.48 0.51 -0.09 0.092 51.00 -9.42 -0.63 0.00 -17.68 0.00 17.68 727.36 363.68 356.48 236.48 0.52 -0.09 0.088 53.00 -9.30 -0.63 0.00 -16.42 0.00 16.42 727.36 363.68 356.48 236.48 0.57 -0.12 0.082 54.00 -9.19 -0.63 0.00 -15.79 0.00 15.79 727.36 363.68 356.48 236.48 0.59 -0.13 0.079 55.00 -8.18 -0.59 0.00 -15.16 0.00 15.16 727.36 363.68 356.48 236.48 0.62 ;0.14 0.075 56.00 -7.75 -0.57 0.00 -14.57 0.00 14.57 727.36 363.68 356.48 236.48 0.65 -0.15 0.072 60.00 -7.25 -0.55 0.00 -12.29 0.00 12.29 727.36 363.68 356.48 236.48 0.80 -0.19 0.062 60.00 -7.25 -0.55 0.00 -12.29 0.00 12.29 727.36 363.68 356.48 236.48 0.80 -0.19 0.062 65.00 -5.87 -0.48 0.00 -9.53 0.00 9.53 727.36 363.68 356.48 236.48 1.02 -0.24 0.048 70.00 -5.37 -0.45 0.00 -7.15 0.00 7.15 727.36 363.68 356.48 236.48 1.29 -0.27 0.038 70.00 -5.37 -0.45 0.00 -7.15 0.00 7.15 727.36 363.68 356.48 236.48 1.29 -0.27 0.038 75.00 -3.73 -0.33 0.00 -4.92 0.00 4.92 727.36 363.68 356.48 236.48 1.59 -0.29 0.026 80.00 -3.54 -0.32 0.00 -3.25 0.00 3.25 727.36 363.68 356.48 236.48 1.90 -0.31 0.019 80.00 -3.54 -0.32 0.00 -3.25 0.00 3.25 727.36 363.68 356.48 236.48 1.90 -0.31 0.019 82.00 -3.17 -0.29 0.00 -2.61 0.00 2.61 727.36 363.68 356.48 236.48 2.03 -0.31 0.015 85.00 -2.06 -0.20 0.00 -1.74 0.00 1.74 727.36 363.68 356.48 236.48 2.23 -0.32 0.010 87.00 -1.69 -0.17 0.00 -1.35 0.00 1.35 727.36 363.68 356.48 236.48 2.37 -0.32 0.008 90.00 -1.48 -0.15 0.00 -0.85 0.00 0.85 727.36 363.68 356.48 236.48 2.57 -0.32 0.006 90.00 -1.48 -0.15 0.00 -0.85 0.00 0.85 264.58 132.29 88.06 58.30 2.57 -0.32 0.020 95.00 -0.54 -0.05 0.00 -0.12 0.00 0.12 264.58 132.29 88.06 58.30 2.91 -0.33 0.004 96.30 -0.14 -0.01 0.00 -0.05 0.00 0.05 264.58 132.29 88.06 58.30 3.00 -0.33 0.001 100.00 0.00 -0.01 0.00 0.00 0.00 0.00 264.58 132.29 88.06 58.30 3.25 -0.33 0.000 Page: 16 Site Number: 373337 Code: ANSI/'FIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231 C3 02 9/5/2017 2:06:05 PM Customer: T-MOBILE Load Case (0.9 - 0.2Sds) * DL+ E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) ;kips) (kips) (ft-kips) (ft-kips) (ft-kips') (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -12.42 -0.77 0.00 -55.06 0.00 55.06 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.038 5.00 -11.88 -0.77 0.00 -51.21 0.00 51.21 2,016.99 1,008.49 3,368.68 1,686.84 0.01 -0.01 0.036 10.00 -11.35 -0.77 0.00 -47.36 0.00 47.36 2,002.76 1,001.38 3,299.50 1,652.20 0.02 -0.02 0.034 15.00 -10.82 -0.77 0.00 -43.51 0.00 43.51 1,988.17 994.08 3,230.39 1,617.60 0.05 -0.03 0.032 20.00 -10.30 -0.76 0.00 -39.68 0.00 39.68 1,973.23 986.61 3,161.37 1,583.04 0.09 -0.04 0.030 25.00 -9.79 -0.75 0.00 -35.88 0.00 35.88 1,957.93 978.97 3,092.47 1,548.54 0.14 -0.05 0.028 30.00 -9.28 -0.74 0.00 -32.13 0.00 32.13 1,942.28 971.14 3,023.72 1,514.11 0.19 -0.06 0.026 35.00 -8.78 -0.72 0.00 -28.44 0.00 28.44 1,926.27 963.14 2,955.12 1,479.76 0.26 -0.07 0.024 40.00 -7.85 -0.69 0.00 -24.83 0.00 24.83 1,909.91 954.95 2,886.72 1,445.50 0.33 -0.07 0.021 45.00 -7.36 -0.66 0.00 -21.40 0.00 21.40 1,908.47 954.24 2,880.79 1,442.54 0.41 -0.08 0.019 50.00 -7.29 -0.66 0.00 -18.08 0.00 18.08 1891.72 945.86 2,812.62 1,408.40 0.50 -0.09 0.017 50.00 -7.29 -0.66 0.00 -18.08 0.00 18.08 727.36 363.68 356.48 236.48 0.50 -0.09 0.086 51.00 -6.63 -0.63 0.00 -17.42 0.00 17.42 727.36 363.68 356.48 236.48 0.52 -0.09 0.083 53.00 -6.55 -0.63 0.00 -16.16 0.00 16.16 727.36 363.68 356.48 236.48 0.56 -0.11 0.077 54.00 -6.47 -0.62 0.00 -15.54 0.00 15.54 727.36 363.68 356.48 236.48 0.59 -0.13 0.075 55.00 -5.75 -0.58 0.00 -14.91 0.00 14.91 727.36 363.68 356.48 236.48 0.61 -0.14 0.071 56.00 -5.45 -0.56 0.00 -14.33 0.00 14.33 727.36 363.68 356.48 236.48 0.64 -0.15 0.068 60.00 -5.10 -0.54 0.00 -12.08 0.00 12.08 727.36 363.68 356.48 236.48 0.79 -0.19 0.058 60.00 -5.10 -0.54 0.00 -12.08 0.00 12.08 727.36 363.68 356.48 236.48 0.79 -0.19 0.058 65.00 -4.13 -0.47 0.00 -9.36 0.00 9.36 727.36 363.68 356.48 236.48 1.01 -0.23 0.045 70.00 -3.78 -0.44 0.00 -7.02 0.00 7.02 727.36 363.68 356.48 236.48 1.27 -0.27 0.035 7000 -3.78 -0.44 0.00 -7.02 0.00 7.02 727.36 363.68 356.48 236.48 1.27 -0.27 0.035 7500 -2.63 -0.33 0.00 -4.83 0.00 4.83 727.36 363.68 356.48 236.48 1.57 -0.29 0.024 8000 -2.49 -0.31 0.00 -3.19 0.00 3.19 727.36 363.68 356.48 236.48 1.88 -0.31 0.017 80.00 -2.49 -0.31 0.00 -3.19 0.00 3.19 727.36 363.68 356.48 236.48 1.88 -0.31 0.017 82.00 -2.23 -0.28 0.00 -2.57 0.00 2.57 727.36 363.68 356.48 236.48 2.01 -0.31 0.014 85.00 -1.45 -0.19 0.00 -1.71 0.00 1.71 727.36 363.68 356.48 236.48 2.20 -0.31 0.009 87.00 -1.19 -0.16 0.00 -1.32 0.00 1.32 727.36 363.68 356.48 236.48 2.33 -0.32 0.007 90.00 -1.04 -0.14 0.00 -0.84 0.00 0.84 727.36 363.68 356.48 236.48 2.53 -0.32 0.005 90.00 -1.04 -0.14 0.00 -0.84 0.00 0.84 264.58 132.29 88.06 58.30 2.53 -0.32 0.018 95.00 -0.38 -0.05 0.00 -0.12 0.00 0.12 264.58 132.29 88.06 58.30 2.87 -0.32 0.003 96.30 -0.10 -0.01 0.00 -0.05 0.00 0.05 264.58 132.29 88.06 58.30 2.96 -0.32 0.001 100.00 0.00 -0.01 0.00 0.00 0.00 0.00 264.58 132.29 88.06 58.30 3.21 -0.32 0.000 Page: 17 Site Number. 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Equivalent Modal Forces Analysis (Based on ASCE7-10 Chapters 11, 12&15 and ANSIlTIA-G,section 2.7) Spectral Response Acceleration for Short Period(S 5): 0.15 Spectral Response Acceleration at 1.0 Second Period(S 1) 0.06 Importance Factor(I E): 1.00 Site Coefficient F a: 1.60 Site Coefficient F v 2.40 Response Modification Coefficient(R): 1.50 Design Spectral Response Acceleration at Short Period(S y: 0.16 Desing Spectral Response Acceleration at 1.0 Second Period(S dl )= 0.09 Period Based on Rayleigh Method(sec): 1.51 Redundancy Factor(p): 1.30 Load Case (1.2 + 0.2Sds) * DL+ E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 27 98.15 107 1.821 1.634 1.013 0.286 27 132 26 95.65 45 1.729 1.236 0.860 0.240 9 56 25 92.50 174 1.617 0.832 0.694 0.188 28 215 24 88.50 215 1.480 0.454 0.520 0.131 25 265 23 86.00 147 1.398 0.280 0.430 0.101 13 182 22 83.50 221 1.318 0.146 0.352 0.075 14 273 21 81.00 151 1.240 0.046 0.286 0.053 7 187 20 77.50 379 1.135 -0.048 0.209 0.029 9 467 19 72.50 402 0.993 -0.111 0.128 0.006 2 495 18 67.50 402 0.861 -0.120 0.073 -0.002 -1 495 17 62.50 402 0.738 -0.098 0.038 0.000 0 495 16 58.00 321 0.636 -0.066 0.019 0.008 2 396 15 55.50 81 0.582 -0.046 0.013 0.013 1 99 14 54.50 81 0.561 -0.039 0.011 0.015 1 99 13 53.50 81 0.541 -0.031 0.009 0.018 1 100 12 52.00 162 0.511 -0.020 0.008 0.021 3 200 11 50.50 81 0.482 -0.010 0.006 0.024 2 100 10 47.50 569 0.426 0.010 0.006 0.029 14 702 9 42.50 1,069 0.341 0.035 0.009 0.035 32 1,318 8 37.50 577 0.266 0.052 0.015 0.037 19 711 7 32.50 585 0.200 0.063 0.023 0.037 19 721 6 27.50 592 0.143 0.068 0.031 0.035 18 730 5 22.50 599 0.096 0.071 0.038 0.033 17 739 4 17.50 607 0.058 0.072 0.041 0.031 16 748 3 12.50 614 0.030 0.068 0.040 0.028 15 757 2 7.50 622 0.011 0.056 0.032 0.023 12 766 1 2.50 629 0.001 0.026 0.014 0.011 6 775 4'Omni 100.00 10 1.890 1.980 1.140 0.323 3 12 Side Arm 100.00 100 1.890 1.980 1.140 0.323 28 123 Andrew ETT19V2S12UB 96.30 66 1.753 1.332 0.898 0.252 14 81 Commscope SBNHH- 96.30 152 1.753 1.332 0.898 0.252 33 187 Proposed Canister 95.00 720 1.706 1.144 0.823 0.229 143 888 Amphenol Antel CWX06 87.00 80 1.431 0.344 0.464 0.113 8 99 RFS FDAP5002/1C-3L 85.00 38 1.366 0.222 0.397 0.090 3 47 Page: 18 Site Number: 373337 Code: ANSI/FIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231 C3 02 9/5/2017 2:06:05 PM Customer: T-MOBILE Canister 1 85.00 720 1.366 0.222 0.397 0.090 56 888 Amphenol Antel CWX06 82.00 80 1.271 0.082 0.311 0.061 4 99 Triasx DBC0037F1 V2-x 75.00 38 1.063 -0.088 0.165 0.016 1 47 Andrew ETB19G8-12UB 75.00 96 1.063 -0.088 0.165 0.016 1 118 Andrew SBNHH-1 D65A( 75.00 101 1.063 -0.088 0.165 0.016 1 124 Canister 2 75.00 720 1.063 -0.088 0.165 0.016 10 888 Canister 3 65.00 720 0.799 -0.112 0.053 -0.002 -1 888 7Omni 56.00 25 0.593 -0.050 0.014 0.012 0 31 6'Omni 55.00 25 0.572 -0.043 0.012 0.014 0 31 Canister 4 55.00 720 0.572 -0.043 0.012 0.014 9 888 3.5'Omni 54.00 10 0.551 -0.035 0.010 0.016 0 12 2.5'Omni 53.00 10 0.531 -0.027 0.009 0.019 0 12 Round Side Arm 51.00 600 0.492 -0.013 0.007 0.023 12 740 14,946 42.000 12.521 12.163 3.398 639 18,423 Load Case 0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 27 98.15 107 1.821 1.634 1.013 0.286 27 93 26 95.65 45 1.729 1.236 0.860 0.240 9 39 25 92.50 174 1.617 0.832 0.694 0.188 28 151 24 88.50 215 1.480 0.454 0.520 0.131 25 187 23 86.00 147 1.398 0.280 0.430 0.101 13 128 22 83.50 221 1.318 0.146 0.352 0.075 14 192 21 81.00 151 1.240 0.046 0.286 0.053 7 131 20 77.50 379 1.135 -0.048 0.209 0.029 9 328 19 72.50 402 0.993 -0.111 0.128 0.006 2 348 18 67.50 402 0.861 -0.120 0.073 -0.002 -1 348 17 62.50 402 0.738 -0.098 0.038 0.000 0 348 16 58.00 321 0.636 -0.066 0.019 0.008 2 279 15 55.50 81 0.582 -0.046 0.013 0.013 1 70 14 54.50 81 0.561 -0.039 0.011 0.015 1 70 13 53.50 81 0.541 -0.031 0.009 0.018 1 70 12 52.00 162 0.511 -0.020 0.008 0.021 3 140 11 50.50 81 0.482 -0.010 0.006 0.024 2 70 10 47.50 569 0.426 0.010 0.006 0.029 14 494 9 42.50 1,069 0.341 0.035 0.009 0.035 32 927 8 37.50 577 0.266 0.052 0.015 0.037 19 501 7 32.50 585 0.200 0.063 0.023 0.037 19 507 6 27.50 592 0.143 0.068 0.031 0.035 18 513 5 22.50 599 0.096 0.071 0.038 0.033 17 520 4 17.50 607 0.058 0.072 0.041 0.031 16 526 3 12.50 614 0.030 0.068 0.040 0.028 15 533 2 7.50 622 0.011 0.056 0.032 0.023 12 539 1 2.50 629 0.001 0.026 0.014 0.011 6 545 4'Omni 100.00 10 1.890 1.980 1.140 0.323 3 9 Side Arm 100.00 100 1.890 1.980 1.140 0.323 28 87 Andrew ETT19V2S12UB 96.30 66 1.753 1.332 0.898 0.252 14 57 Commscope SBNHH- 96.30 152 1.753 1.332 0.898 0.252 33 132 Proposed Canister 95.00 720 1.706 1.144 0.823 0.229 143 624 Amphenol Antel CWX06 87.00 80 1.431 0.344 0.464 0.113 8 69 RFS FDAP5002/1C-3L 85.00 38 1.366 0.222 0.397 0.090 3 33 Canister 1 85.00 720 1.366 0.222 0.397 0.090 56 624 Amphenol Antel CWX06 82.00 80 1.271 0.082 0.311 0.061 4 69 Triasx DBC0037F1 V2-x 75.00 38 1.063 -0.088 0.165 0.016 1 33 Andrew ETB19G8-12UB 75.00 96 1.063 -0.088 0.165 0.016 1 83 Andrew SBNHH-1 D65A( 75.00 101 1.063 -0.088 0.165 0.016 1 87 Canister 2 75.00 720 1.063 -0.088 0.165 0.016 10 624 Page: 19 Site Number: 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3. 02 9/5/2017 2:06:05 PM Customer: T-MOBILE Canister 3 65.00 720 0.799 -0.112 0.053 -0.002 -1 624 7Omni 56.00 25 0.593 -0.050 0.014 0.012 0 22 6'Omni 55.00 25 0.572 -0.043 0.012 0.014 0 22 Canister 4 55.00 720 0.572 -0.043 0.012 0.014 9 624 3.5'Omni 54.00 10 0.551 -0.035 0.010 0.016 0 9 2.5'Omni 53.00 10 0.531 -0.027 0.009 0.019 0 9 Round Side Arm 51.00 600 0.492 -0.013 0.007 0.023 12 520 14,946 42.000 12.521 12.163 3.398 639 12,963 Page: 20 Site Number 373337 Code: ANSI/TIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved Site Name: Orient Point, NY Engineering Number: OAA709231 C3. 02 9/5/2017 2:06:05 PM Customer: T-MOBILE Load Case (1.2 + 0.2Sds) * DL+ E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -17.65 -0.63 0.00 -47.43 0.00 47.43 2,030.86 1,015.43 3,437.90 1,721.50 0.00 0.00 0.036 5.00 -16.88 -0.62 0.00 -44.26 0.00 44.26 2,016.99 1,008.49 3,368.68 1,686.84 0.01 -0.01 0.035 10.00 -16.12 -0.61 0.00 -41.14 0.00 41.14 2,002.76 1,001.38 3,299.50 1,652.20 0.02 -0.02 0.033 15.00 -15.38 -0.60 0.00 -38.09 0.00 38.09 1,988.17 994.08 3,230.39 1,617.60 0.04 -0.03 0.031 20.00 -14.64 -0.58 0.00 -35.10 0.00 35.10 1,973.23 986.61 3,161.37 1,583.04 0.08 -0.04 0.030 25.00 -13.91 -0.56 0.00 -32.20 0.00 32.20 1,957.93 978.97 3,092.47 1,548.54 0.12 -0.04 0.028 30.00 -13.19 -0.55 0.00 -29.37 0.00 29.37 1,942.28 971.14 3,023.72 1,514.11 0.17 -0.05 0.026 35.00 -12.48 -0.53 0.00 -26.63 0.00 26.63 1,926.27 963.14 2,955.12 1,479.76 0.23 -0.06 0.024 40.00 -11.16 -0.50 0.00 -23.99 0.00 23.99 1,909.91 954.95 2,886.72 1,445.50 0.29 -0.07 0.022 45.00 -10.46 -0.48 0.00 -21.50 0.00 21.50 1,908.47 954.24 2,880.79 1,442.54 0.36 -0.07 0.020 50.00 -10.36 -0.48 0.00 -19.09 0.00 19.09 1,891.72 945.86 2,812.62 1,408.40 0.44 -0.08 0.019 50.00 -10.36 -0.48 0.00 -19.09 0.00 19.09 727.36 363.68 356.48 236.48 0.44 -0.08 0.095 51.00 -9.42 -0.47 0.00 -18.60 0.00 18.60 727.36 363.68 356.48 236.48 0.46 -0.08 0.092 53.00 -9.31 -0.47 0.00 -17.67 0.00 17.67 727.36 363.68 356.48 236.48 0.50 -0.11 0.088 54.00 -9.19 -0.47 0.00 -17.20 0.00 17.20 727.36 363.68 356.48 236.48 0.52 -0.12 0.085 55.00 -8.18 -0.46 0.00 -16.72 0.00 16.72 727.36 363.68 356.48 236.48 0.55 -0.14 0.082 56.00 -7.75 -0.46 0.00 -16.26 0.00 16.26 727.36 363.68 356.48 236.48 0.58 -0.15 0.079 60.00 -7.25 -0.47 0.00 -14.42 0.00 14.42 727.36 363.68 356.48 236.48 0.72 -0.20 0.071 60.00 -7.25 -0.47 0.00 -14.42 0.00 14.42 727.36 363.68 356.48 236.48 0.72 -0.20 0.071 65.00 -5.87 -0.47 0.00 -12.09 0.00 12.09 727.36 363.68 356.48 236.48 0.96 -0.25 0.059 70.00 -5.37 -0.47 0.00 -9.75 0.00 9.75 727.36 363.68 356.48 236.48 1.24 -0.29 0.049 70.00 -5.37 -0.47 0.00 -9.75 0.00 9.75 727.36 363.68 356.48 236.48 1.24 -0.29 0.049 75.00 -3.73 -0.44 0.00 -7.42 0.00 7.42 727.36 363.68 356.48 236.48 1.57 -0.33 0.036 80.00 -3.54 -0.43 0.00 -5.23 0.00 5.23 727.36 363.68 356.48 236.48 1.92 -0.35 0.027 80.00 -3.54 -0.43 0.00 -5.23 0.00 5.23 727.36 363.68 356.48 236.48 1.92 -0.35 0.027 82.00 -3.17 -0.41 0.00 -4.37 0.00 4.37 727.36 363.68 356.48 236.48 2.07 -0.36 0.023 85.00 -2.06 -0.33 0.00 -3.14 0.00 3.14 727.36 363.68 356.48 236.48 2.30 -0.37 0.016 87.00 -1.69 -0.30 0.00 -2.48 0.00 2.48 727.36 363.68 356.48 236.48 2.45 -0.37 0.013 90.00 -1.48 -0.27 0.00 -1.59 0.00 1.59 727.36 363.68 356.48 236.48 2.69 -0.38 0.009 90.00 -1.48 -0.27 0.00 -1.59 0.00 1.59 264.58 132.29 88.06 58.30 2.69 -0.38 0.033 95.00 -0.54 -0.11 0.00 -0.26 0.00 0.26 264.58 132.29 88.06 58.30 3.08 -0.38 0.006 96.30 -0.14 -0.03 0.00 -0.12 0.00 0.12 264.58 132.29 88.06 58.30 3.19 -0.38 0.003 100.00 0.00 -0.03 0.00 0.00 0.00 0.00 264.58 132.29 88.06 58.30 3.48 -0.38 0.000 Page: 21 Site Number: 373337 Code: ANSIFFIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3_02 9/5/2017 2:06:05 PM Customer: T-MOBILE Load Case (0.9 - 0.2Sds) * DL+ E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -12.42 -0.63 0.00 -47.00 0.00 47.00 2,030.86 1,015.43 3,437.90 1.721.50 0.00 0.00 0.033 5.00 -11.88 -0.62 0.00 -43.83 0.00 43.83 2,016.99 1,008.49 3,368.68 1,686.84 0.00 -0.01 0.032 10.00 -11.35 -0.61 0.00 -40.72 0.00 40.72 2,002.76 1,001.38 3,299.50 1,652.20 0.02 -0.02 0.030 15.00 -10.82 -0.59 0.00 -37.67 0.00 37.67 1,988.17 994.08 3,230.39 1,617.60 0.04 -0.03 0.029 20.00 -10.30 -0.58 0.00 -34.70 0.00 34.70 1,973.23 986.61 3,161.37 1,583.04 0.08 -0.04 0.027 25.00 -9.79 -0.56 0.00 -31.81 0.00 31.81 1,957.93 978.97 3,092.47 1,548.54 0.12 -0.04 0.026 30.00 -9.28 -0.54 0.00 -29.00 0.00 29.00 1,942.28 971.14 3,023.72 1,514.11 0.17 -0.05 0.024 35.00 -8.78 -0.53 0.00 -26.28 0.00 26.28 1,926.27 963.14 2,955.12 1,479.76 0.22 -0.06 0.022 40.00 -7.85 -0.49 0.00 -23.65 0.00 23.65 1,909.91 954.95 2,886.72 1,445.50 0.29 -0.06 0.020 45.00 -7.36 -0.48 0.00 -21.19 0.00 21.19 1,908.47 954.24 2,880.79 1,442.54 0.36 -0.07 0.019 50.00 -7.29 -0.48 0.00 -18.79 0.00 18.79 1,891.72 945.86 2,812.62 1,408.40 0.44 -0.08 0.017 50.00 -7.29 -0.48 0.00 -18.79 0.00 18.79 727.36 '363.68 356.48 236.48 0.44 -0.08 0.089 51.00 -6.63 -0.46 0.00 -18.32 0.00 18.32 727.36 363.68 356.48 236.48 0.45 -0.08 0.087 53.00 -6.55 -0.46 0.00 -17.39 0.00 17.39 727.36 363.68 356.48 236.48 0.49 -0.11 0.083 54.00 -6.47 -0.46 0.00 -16.92 0.00 16.92 727.36 363.68 356.48 236.48 0.52 -0.12 0.080 55.00 -5.75 -0.45 0.00 -16.46 0.00 16.46 727.36 363.68 356.48 236.48 0.54 -0.13 0.078 56.00 -5.45 -0.45 0.00 -16.00 0.00 16.00 727.36 363.68 356.48 236.48 0.57 -0.15 0.075 60.00 -5.10 -0.46 0.00 -14.19 0.00 14.19 727.36 363.68 356.48 236.48 0.72 -0.19 0.067 60.00 -5.10 -0.46 0.00 -14.19 0.00 14.19 727.36 363.68 356.48 236.48 0.72 -0.19 0.067 65.00 -4.13 -0.46 0.00 -11.90 0.00 11.90 727.36 363.68 356.48 236.48 0.95 -0.24 0.056 70.00 -3.78 -0.46 0.00 -9.61 0.00 9.61 727.36 363.68 356.48 236.48 1.23 -0.29 0.046 70.00 -3.78 -0.46 0.00 -9.61 0.00 9.61 727.36 363.68 356.48 236.48 1.23 -0.29 0.046 75.00 -2.62 -0.43 0.00 -7.32 0.00 7.32 727.36 363.68 356.48 236.48 1.54 -0.32 0.035 80.00 -2.49 -0.42 0.00 -5.16 0.00 5.16 727.36 363.68 356.48 236.48 1.89 -0.35 0.025 80.00 -2.49 -0.42 0.00 -5.16 0.00 5.16 727.36 363.68 356.48 236.48 1.89 -0.35 0.025 82.00 -2.23 -0.40 0.00 -4.32 0.00 4.32 727.36 363.68 356.48 236.48 2.04 -0.35 0.021 85.00 -1.45 -0.33 0.00 -3.10 0.00 3.10 727.36 363.68 356.48 236.48 2.26 -0.36 0.015 87.00 -1.19 -0.29 0.00 -2.45 0.00 2.45 727.36 363.68 356.48 236.48 2.42 -0.37 0.012 90.00 -1.04 -0.26 0.00 -1.57 0.00 1.57 727.36 363.68 356.48 236.48 2.65 -0.37 0.008 90.00 -1.04 -0.26 0.00 -1.57 0.00 1.57 264.58 132.29 88.06 58.30 2.65 -0.37 0.031 95.00 -0.38 -0.11 0.00 -0.26 0.00 0.26 264.58 132.29 88.06 58.30 3.04 -0.37 0.006 96.30 -0.10 -0.03 0.00 -0.12 0.00 0.12 264.58 132.29 88.06 58.30 3.14 -0.38 0.002 100.00 0.00 -0.03 0.00 0.00 0.00 0.00 264.58 132.29 88.06 58.30 3.43 -0.38 0.000 Page: 22 Site Number: 373337 Code: ANSI/FIA-222-G ©2007-2017 by ATC IP LLC. All rights reserved. Site Name: Orient Point, NY Engineering Number: OAA709231_C3.02 9/5/2017 2:06:05 PM Customer: T-MOBILE Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kis) (ft-kips) (ft-kis) (ft) Ratio 1.2D+ 1.6W 9.91 0.00 17.93 0.00 0.00 521.05 50.00 0.54 0.91D+ 1.6W 9.91 0.00 13.44 0.00 0.00 518.01 50.00 0.53 1.21D+ 1.ODi + 1.OWi 2.69 0.00 34.30 0.00 0.00 144.69 50.00 0.19 (1.2+0.2Sds) ' DL+ E ELFM 0.77 0.00 17.65 0.00 0.00 55.50 50.00 0.09 (1.2+0.2Sds) * DL+ E EMAM 0.63 0.00 17.65 0.00 0.00 47.43 50.00 0.09 (0.9-0.2Sds) ' DL+ E ELFM 0.77 0.00 12.42 0.00 0.00 55.06 50.00 0.09 (0.9-0.2Sds) * DL+ E EMAM 0.63 0.00 12.42 0.00 0.00 47.00 50.00 0.09 1.OD+ 1.OW 2.04 0.00 14.95 0.00 0.00 107.53 50.00 0.12 Page: 23 3i,'c Nun)bcr: 373337 Last Updated: 10/6/2016 Site Name: Orient Point,NY lob Number: OAA709231 C3_02 Engineer: C.Poe Date: 9/5/2017 Base Plate and Bolt Analysis Moment: 521.1 k-ft Shear/Leg: 9.9 k -ompression/Leg: 17.9 k rIA-222 Code Revision(F/G): G Anchor Bolts 4nchor Bolt Arrangement: Round Anchor Bolt Yield Strength: 64 ksi Monopole Shaft Diameter(Across Flats): 41.4 in Anchor Bolt Ultimate Strength: 79 ksi -ower Monopole Thickness: 0.250 in Anchor Bolt Diameter: 1.50 in �of Sides of Pole: 18 Anchor Bolt Circle: 47.00 in Monopole Shaft Yield Strength: 65 ksi #of Anchor Bolts: 9 3aseplate Diameter/Length: 5100 Minimum Anchor Bolt Separation: 6,00 in Base Plate Thickness: 1.50 in Additional Anchor Bolts Installed: N Base Plate Yield Strength: 50 ksi Baseplate Detail Type: D nclude Plate Thickness Beyond Bolt Circle: Y Stress Increase: 1.00 =illet Weld Size: 0.31.3 in Aleld Type(CJP or F/F): UP JVeld Strength: 70 ksi Baseplate Flexural Capacity Basepiate Shear Capacity Failure Effective Moment S/Z Capacity Usage Shear Area Capacity Usage Mode: Width(in) (k in) (in') (k-in) I (k) (in') (k) AA 25.30 279.1 14.2 640.3 0.44 99.2 37.9 1024.5 0.10 AB 19.76 279.1 11.1 500.1 0.56 99.2 29.6 800.2 0.12 BA 24.07 247.5 13.5 609.2 0.41 99.2 36.1 974.8 0.10 BB 15.16 247.5 8.5 383.9 0.64 99.2 22.7 614.2 0.16 Anchor Bolt Capacity 4rea of Bolt: 1.41 int nertia of Bolt: 0.16 in4 rotal Bolt Inertia: 2123.1 in' Maximum Bolt Tension: 95.3 k Maximum Bolt Compression: 99.2 k Bolt Shear: 1.1 k rensile Bolt Capacity: 88.8 k -ompressive Bolt Capacity: 88.8 k Shear Bolt Capacity: 60.7 k nteraction Equation: 1.15 Result: No Good Base Weld Capacity -orce/Weld: 3.7 k/in dVeld Capacity: 19.8 k/in nteraction Equation; 0.19 Result: OK