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0488 REAR HIGHLAND AVENUE - BPA-10-1043 t. cf 7 ® The Commonwealth of Massachusetts QDepartment of Public Safety _ Massachusetts State Building Code(780 CMR) L Building Permit Application for any Building other than a One-or Two-Family Dwelling f� (Phis Section For Official Use Only) Building Permit Number: Date Applied: Building Official: SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) 488R Highland Ave Salem 01970 No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2•PROPOSED WORK Edition of MA State Code used If New Construction check here❑or check all that apply in the two rows below Existing Building❑ Repair❑ 1 Alteration ® I Addition❑ I Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other lil Specify: existing wireless facility upgrade Are building plans and/or construction documents being supplied as part of this permit application? Yes 4 No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No W Brief Description of Proposed Work: swap three(3l antennas and three(3)remote radio heads SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑ Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) WA Total Area(sq.ft.)and Total Height(ft.) Tower existing 170'AGL No c ange SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ 1 B: Business ❑ E: Educational ❑ F. Facto F-1❑ F2❑ I H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1❑ I-2❑ I-3❑ I4❑ M: Mercantile❑ R Residential R-10 R-2❑ R-3❑ R-4❑ S: Storage S-1❑ S-2❑ U: Utility® Special Use❑and please describe below: Special Use: SECTION fx CONSTRUCTION TYPE(Check as applicable) IA 13 IB ❑ HA 13 1111 IIIA ❑ HIB ❑ 1 IVO VA ❑ VB 13 SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Trench Permit Debris Removal: Water Supply: Flood Zone a Hoo Zone Sewage Disposal: A trench will not be Licensed Disposal Site❑ Public❑ Check if outside Flood Zone❑ Indicate municipa N/A � required®or trench or specify:All debris will Private❑ or indentify Zone: or on site system permit is enclosed❑ he removed by contractor Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable® Is Structure within airport approach area? Is their review completed? N/A or Consent to Build enclosed❑ Yes❑ or No❑ Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: �''L2 Mt'1t1, t t '3i-A'�G SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner (Tower) American Tower Corporation 116 Huntington Ave 11th Floor Boston. MA 02116 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes SAI Communications 27 Northwestern Drive Salem NH 03079 Name Street Address City/Town State Zip to act on the property owner's behalf,in all matters relative to work authorized by this building ermft application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) f building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here O and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control Derek J.Creaser 978- 557 - 5553 49195 Name(Registrant) Telephone No. e-mail address Registration Number 1600 Osgood St Bldg 20N Ste 090 North Andover _MA_ 01845 Civil 6/30/2018 Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor SAI Communications Company Name Keith Barnard CS-104639 Name of Person Responsible for Construction License No. and Type if Applicable 27 Northwestern Drive Salem NH 03079 Street Address City/Town State Zip 603-421- 0470 603 - 502 -8183 keith.barnard@sai-comm.com Telephone No. business Telephone No. cell e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT M.G.L,c.152§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit Is a signed Affidavit submitted with this application? Yes® No 0 SECTION 12•CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 60,000 1.Building $ 60,000 Building Permit Fee=Total Construction Cost x 0_11 (Insert here 2.Electrical $ appropriate municipal factor)_$660.00 . 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Enclose check payable to 6.Total Cost $ 60,000 (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and acc ate to the best of my knowledge and understanding. Warren Kelleher Site Acquisition Specialist 978- 807 - 2700 9/7/16 Please print and sign name Title Telephone No. Date do Millstreet Associates,5 Bonin Drive Haverhill MA 01832 Street Address City/Town State Zip Municipal Inspector to fill out this section upon application approval: �1$ Name bateg Appendix 1 For the demolition of structures the building permit applicant shall attest that utility and other service connections are properly addressed to ensure for public safety. N/A Please fill in the information below and submit this appendix with the building permit application. The building permit applicant attests under the pains and penalties of perjury that the following is true and accurate. Property Location (Please indicate Block# and Lot# for locations for which a street address is not available) No.and Street City/Town Zip Name of Building(if applicable) For the above described property the following action was taken: Water Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Gas Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Electricity Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Other(if applicable) Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑ Other (if applicable) Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107.The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents" Mark"x'where plicable No. Item Submitted Incomplete Not Required 1. Architectural X 2 Foundation 3 Structural X 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC 7 Electrical 8 Plumbing include local connections 9 Gas(Natural,Propane,Medical or other 10 Surveyed Site Plan Utilities,Welland,etc. 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program 14 Fire Protection Narrative Report 15 Existing Building Survey/Investigation 16 Energy Conservation Report 17 Architectural Access Review 521 CMR 18 Workers Com enation Insurance X 19 Hazardous Material Mitigation Documentation 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *Areas of Design or Construction for which plan are not complete at the time of application submittal must be identified herein.Work so identified must not be commenced until this application has been amended and the proposed construction document amendment has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triple the original permit fee. Registered Professional Contact Information Derek J. Creaser 978-557 - 5553 49195 Name(Registrant) Telephone No. e-mail address Registration Number 1600 Osgood St Bldg 20N,Ste 3090 North Andover MA 01845 Civil 6/30/2018 Street Address City/Town State Zip Discipline Expiration Date Brian K.Lanier 919-468 - 0112 51088 Name(Registrant) Telephone No. e-mail address Registration Number 3500 Regency Parkway Ste 100 Cary NC 27518 Structural 6/30/2018 Street Address Ci /Town State zip Discipline Expiration Date Name(Registrant) Telephone No. e-mail address Registration Number Street Address Ci /Town State Zi Discipline Expiration Date AMERICAN TOWER* C o R v o R AT 1 *N LETTER OF AUTHORIZATION ATC SITE#/NAME: 305035/Salem MA 8 SITE ADDRESS: 488 Highland Avenue Rear,Salem,MA LICENSEE: New Cingular Wireless PCS, LLC d/b/a AT&T Mobility 1, Margaret Robinson, Senior Counsel for American Tower*, owner of the tower facility located at the address identified above (the "Tower Facility"), do hereby authorize New Cingular Wireless PCS, LLC its successors and assigns, and/or its agent, (collectively, the "Licensee') to act as American Tower's non-exclusive agent for the sole purpose of filing and consummating any land-use or building permit application(s) as may be required by the applicable permitting authorities for Licensee's telecommunications' installation. We understand that this application may be denied, modified or approved with conditions. The above authorization is limited to the acceptance by Licensee only of conditions related to Licensee's installation and any such conditions of approval or modifications will be Licensee's sole responsibility. Signature: AOL-, Print Name: Margaret Robinson Senior Counsel American Tower* NOTARYBLOCK Commonwealth of MASSACHUSETTS County of Middlesex This instrument was acknowledged before me by Margaret Robinson, Senior Counsel for American Tower*, personally known to me (or proved to me on the basis of satisfactory evidence)to be the person — whose name is subscribed to the within instrument and acknowledged to me that he executed the same. 2 ���^,,,,��Lh,.,.l�l..- WITNESS my hand and official seal,this V day of luwykK7 12015 NOTARY SEAL SUSANA P.RIBEIRO Notarye/ pGl (:omor mm+eaflh off klos Mossachus()iNtary Publi P�'COfnfNsSkN1F>�Ites My Commission Expires: Y DI'g March 16,201 �. American Tower includes all affiliates and subsidiaries of American Tower Corporation. t I f � C� MILLSTREET � iClU. lt A S S O C I A T E S f nib SEF 2 o September 7,2016 Mr. Thomas St. Pierre Inspectional Services Director City of Salem Inspectional Services 120 Washington Street 3`d Floor Salem, MA 01970 RE: AT&T Building Permit Application—488R Highland Ave, Salem (MA3057) W. St. Pierre, Please find enclosed a Building Permit application and supporting materials for proposed work at the above referenced site. Enclosed are the following: • Completed Building Permit application • Letter of Authorization from American Tower Corporation • Construction Drawings • Structural Analysis • Construction Control Affidavit • Contractor's License • Contractor Certificate of Insurance& Workers Compensation Affidavit • Check for fees All debris will be removed from site by the contractor Please let me know if there is any additional information needed in order to process the application. If everything is in order, can you kindly return the permit to me in the enclosed envelope. Thanks in advance for your assistance. Kind regazds, Warren Kelleher Millstreet Associates 5 Bonin Drive Haverhill,MA 01832 Ph: 978-807-2700 Email: wkelleher@millstreetassociates.com 5 Bonin Drive Haverhill, MA 01832 1 PROJECT INFORMATION SCOPE OF WORK: TELECOMMUNICATIONS FACILITY UPGRADE (LTE 4C & BWE 2017 UPGRADE): A /� SITE ADDRESS: 0 CAIN ROAD at y_t SALEM, MA 01970 M /V`/ LATITUDE: 42.493098' N 42' 29' 35.15" N LONGITUDE: 70.938301' W 70' 56' 17.88" W TYPE OF SITE: LATTICE TOWER / INDOOR EQUIPMENT SITE NUMBER: MA3057 TOWER HEIGHT: 170'± RAD CENTER: 148'± ( SITE NAME: SALEM i JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES i ROJECT: LTE 4C & BWE 2017 UPGRADE CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY DRAWING INDEX VICINITY MAP GENERAL NOTES SHEET NO. DMMIP11ON REV. DIRECTDNS 7D SRE: 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION T-1 TITLE SHEET 1 FROM FRAMINGHAM, MA. START OUT GOING SOUTHWEST ON COCHITUATE RD/MA-30 W TOWARD AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY WHI71ER ST. 0.2 MI. MAKE A U-TURN ONTO COCHITUATE RD/MA-30 E. 0.3 M1. MERGE ONTO 1-90 AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. E/MASS PIKE/MASSACHUSETTS TURNPIKE TOWARD JCT 1-95/BOSTON (PORTIONS TOLL). 8.7 MI. TAKE THE 1-95 N/RT-128 N/RT-30 EXIT, EXIT 14, TOWARD N.H.-MAINE/POINTS NORTH. 1.2 M1. MERGE 2, THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY GN-1 GENERAL NOTES 1 ONTO 1-95 N/MA-128 N VIA THE EXIT ON THE LEFT TOWARD WALTHAM/GLOUCESTER. 23.8 MI. TAKE ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES THE US-1 N/RT-129 E EXIT, EXIT 448, TOWARD DANVERS. 0.3 M1. TAKE THE RT-129 E RAMP NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY TOWARD LYNN/SWAMPSCOTT. 0.3 M1. ENTER NEXT ROUNDABOUT AND TAKE 2ND EXIT ONTO MA-129 E. REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. A-1 COMPOUND & EQUIPMENT PLANS 1 3.6 M1. TURN LEFT ONTO WESTERN AVE/MA-107/MA-129. CONTINUE TO FOLLOW WESTERN 3, CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AVE/MA-107. 0.9 MI. TURN LEFT ONTO CAIN RD. SITE IS LOCATED ON TOP OF HILL. AND SHALL IMMEDIATELY NOTIFY THE AT&T MOBILITY REPRESENTATIVE IN WRITING OF DISCREPANCIES , '.111, BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. A-2 ANTENNA LAYOUTS & ELEVATION 1 _Ib / a a A-3 DETAILS 1 ;/AAcum.Ra a 9 RF-1 RF-PLUMBING DIAGRAM 1 G-1 GROUNDING DETAILS 1r UNDERGROUND SERVICE ALERT e4 CALL »� Y5VP BEFORE YOU DIG T h AMERICAN TOWER SITE#: MA•305035 CALL TOLL FREE 1 -888-DIG-SAFE AMERICAN TOWER SITE NAME: SALEM OR CALL 8 1 1 NOES ��P�� 7 _HO�� pp V ` o DER-tK J. J, ... . ; s ('REASFR SITE NUMBER:MA3057 CIV11 '" AT SITE NAME: SALEM }&} iii 1C y R5 FI6UdSG11®� ATC SITE#MA-305035 at&t 08/45/16 ISSUED FOR CONS RU ON Ee ar F- t TITLE SHEET 0 CAIN ROAD A OB/01/16 ISSUED FOR REVIEW ED AT D ���STERF- �� (LTE 4C/BWE) 1&O oswoDSTREET 27 NORTHWESTERN DR. SALEM, MA 01970 9UIloING 31 NOFTM,surtE 30N TEL 19J6155J 5553 SALEM, NH 03079 E$$EK DQQNTY 550 COCHRUATE ROAD N0. OA1E REVISIONS BY CHK MP'O SS��NAL \ SRF NUM6ER DRAWING NUMBER REV N.ANDOVER,MAmea5 FA.:Ir1613wssea FRAMINGHAM,MA 01701 SCAE: AS SHOWN DEACNED HY: AT DRAWN BY: RB 3057.01 T-1 1 GROUNDING NOTES GENERAL NOTES 14, ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ). THE SITE-SPECIFIC (UL, LPI, OR CONTRACTOR - SAI NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE OWNER - AT&T MOBILITY WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy = 36 ksi) FINDINGS TO THE CONTRACTOR FOR RESOLUTION. UNLESS OTHERWISE NOTED. PIPES SHALL BE ASTM A53 TYPE E (Fy = 36 ksi). ALL STEEL 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT. PROTECTION, AND AC POWER GESS) SHALL BONDED TOGETHER, AT OR BELOW GRADE, SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND "GENERAL CONSTRUCTION SERVICES 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL FOR CONSTRUCTION OF AT&T SITES." 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND 17. COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORN. DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN REGULATIONS. 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON CIRCUITS TO BTS EQUIPMENT. ONLY. EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, AFTER MIDNIGHT. WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON COPPER OR LARGER FOR INDOOR BTS 2 AWG STRANDED COPPER FOR OUTDOOR BTS. THE DRAWINGS. 19, SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS COMPRESSION AND BOLTED GROUNDD CONNECTIONS. 7. APPROVED ANTIOXIDANT COATINGS (ICONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL SUPPLIED BY THE SUBCONTRACTOR. EXPOSURE LEVELS. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 20. APPLICABLE BUILDING CODES: 8. ICE BRIDGE BONGING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL GROUND BAR. CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY CONTRACT AWARD SHALL GOVERN THE DESIGN. GROUNDING CONNECTIONS. THE CONTRACTOR. BUILDING CODE: MA STATE BUILDING CODE 780 CMR STH EDITION 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS 9, SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR, STANDARDS: GROUNDING TYPE CONDUIT CLAMPS. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. OR MORE OF LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT REQUIREMENTS FOR STRUCTURAL CONCRETE; 1/2 IN. OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) TTHE GROUND RING USING AN EXOTHERMIC WELD CONNECTION USING (J2 AWG SOLID BARE 11, SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS TINNED COPPER GROUND WIRE, PER NEC 250.50 COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY, ANTENNAS MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION; REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTURAL STANDARDS FOR STEEL 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE EQUIPMENT AND ANTENNA SUPPORTING STRUCTURES; REFER INSTITUTE (ACI) 301. TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN, WHERE THERE IS CONFLICT BETWEEN A GENERALREQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. ABBREVIATIONS AGL ABOVE GRADE LEVEL EQ EQUAL RED REQUIRED AWG AMERICAN WIRE GAUGE GC GENERAL CONTRACTOR RF RADIO FREQUENCY BBU BATTERY BACKUP UNIT GRC GALVANIZED RIGID CONDUIT TBD TO BE DETERMINED BTCW BARE TINNED SOLID MGB MASTER GROUND BAR TBR TO BE REMOVED COPPER WIRE BGR BURIED GROUND RING MIN MINIMUM TBRR TO BE REMOVED AND REPLACED BTS BASE TRANSCEIVER STATION P PROPOSED TYP TYPICAL E EXISTING NTS NOT TO SCALE UG UNDER GROUND EGB EQUIPMENT GROUND BAR RAO (ANTENINA)CENTER LINE NF VERIFY IN FI �P��H Or 'wSS�y EGR EQUIPMENT GROUND RING REF REFERENCE a0= DEREK J. Gs (,RFA. =R SITE NUMBER:MA3057 ^^""` CIVIL w SITE NAME: SALEM - J y" s AT&T Hudson SITE m at&t Design Groupm ATC SITE#MA-305035 1 oe/ss/m IssuEn roR eoxsrRuenoN EBPA F 0 e GENERAL NOTES 27 NORTHWESTERN DR. 0 CAIN ROAD � A os/01/Is IssuEo FGR RMEVI EB DR O,rp ISTERF- �F' (LTE 4C/BWE) IGW OSGOOO SWEEP SALEM, NH 03079 SALEM• MA 01970 560 COCH TUATE ROAD N0. DqE RCASIONS B1' AW'p <SS/Q \ SITE NUMBER DsAMNG MIMBER REV eunpwG 20 NORTH,SURE_WW TEL I9731ss7sss3 ESSEX COUNTY Nf1� N.ANWWR,.01W fAX I970I 33 S 6 FRAMINGHAM.MA 01701 $GLE A55HOWN DESIGNED BY: AT I DRAWN ITT RB 3057,01 GN-1 1 NOSE: NOTE: REFER TO MOUNT ANALYSIS BY: REFER TO THE FINAL RF DATA HUDSON DESIGN GROUP, LLC, DATED: SHEET FOR FINAL ANTENNA AUGUST 23, 2016, FOR THE CAPACITY SETTINGS. OF THE EXISTING STRUCTURES TO SUPPORT THE PROPOSED EQUIPMENT. NOTE ALL ANTENNAS AND RRHS TO BE INSTALLED IN ACCORDANCE WITH STRUCTURAL ANALYSIS PROVIDED BY AMERICAN TOWER AND FINAL RF DATA SHEET. EXISTING DOOR EXISTING / AT&T EQUIPMENT %/// SHELTER EXISTING LTE GPS / EXISTING / EXISTING GATE ANTENNA j GENERATOR / /// ROOM (NP') EXISTING GPS ANTENNA MOUNTED TO SHELTER / EXISTING / EXISTING (12) 1-5/8" j DOOR / // /// COAX CABLE (TO REMAIN) / EXISTING METROPCS / EXISTING CHAIN EQUIPMENT ON EXISTING (4) DC POWER, & / LINK FENCE (TYP.) CONCRETE PAD (2) FIBER (TO REMAIN) j EXISTING / / BATTERY RACK EXISTING ICE EXISTING FIBERTOWER - BRIDGE (TVP.) El EQUIPMENT ON / EXISTING CONCRETE PAD EXISTING RACK EXISTING CLEARWIRE PROPOSED ADD XMU DC PLANT / & DUS INSIDE EXISTING % EQUIPMENT ON STEEL RACK FRAME i EXISTING RBS 6601 / EQUIPMENT RACK EXISTING RACK / EXISTING / jCABINET / EXISTING T—MOBILE / EQUIPMENT ON EXISTING RACK / EXISTING CONCRETE PAD / CABINET / EXISTING RACK j EXISTING UMTS / EXISTING CABINET EXISTING TELCO EXISTING LATTICE / CABINET j HANDHOLE TOWER EXISTING RACK III�r� / L�J EXISTING EXISTING CSC CABINET / CABINETEXISTING COAX / 1 PORT WITH / AVAILABLE PORTS % EXISTING / RACK EXISTING VERIZON % EXISTING EQUIPMENT SHELTER j DC PLANT CAINN COMPOUND PLAN 1 �� EQUIPMENT PLAN ryO�rY�lO��\\ 21x17 SCALE: 3/32"=1'-0" A-1 0 2'-6. 5'-4" 10'-6' 16'-0" - x NJSN 1Zx37 SCALE: 3/104 SCALE: 16"=1'-0" A-1 " 81 R OR 5'-4" F �SS9cy o= DEREK J. aJ, s ,RFASF SITE NUMBER:MA3057 CI VI w AT&T SITENAME:MA-305SALEM a`a(` ,fin 5 HRudson®� ATC SITE#MA-305035 at&t oB/2s/IB Issum MR cONsm cnoN m Ar F- COMPOUND & EQUIPMENT PUNS 0 CAN ROAD rNO. W/01/1611I FOR Renew m Ar o G,r $�E(2F- F LTE qC 27 NORTHWESTERN DR. F \\J ( � I6'IJ OSGOODSIREF SALEM, NH 03479 SALEM' MA D1B7D 550 COCHITUATE ROAD mm RCA90N5 BY CHK MP'D S`S/QA1 I r.\VV AIE NUMBER DRAWING NUMBER REV BUILDING W NORTH,5UOE 5090 LEL 9I0 5•SJS553 ESSEX COUNTY N{�L N.ANOOVEa,Mnmeas FAe.laJel03o-55Bd FRAMINGHAM,MA 01701 LE. M SHOWN DMICNIM BY: AT DRAWN BY: RB 3057.01 A-1 1 App \ ALPHA ALPHA ALPHA EXISTING AT&T LTE ANTENNA TOP OF LATTICE TOWER /X\\-2 � SECTOR SECTOR SECTOR 6 POSITION 4 (TYP. OF 1 LTV.//: 170 f AGL 0Pl,1n (UMTS DB) (GSM/WCS (LTE 700 PER SECTOR, TOTAL OF 3) EXISTING ANTENNA 30' LTE/700 DE) BC/PCS) EXISTINGBEREMOVER RRUS-11 �(BY OTHERS) (TYP.) 35' 30' PROPOSED AT&T RRUS-32 82 �Y O \\ I ON EXISTING PIPE MAST EXISTING AT&T LTE ANTENNA R (OVAL OF 1 PER SECTOR, EXISTING TIE BACK ARM TOTAL OF 3) (TO BE C".OF 1 PE SECTOR, EXISTING) ® POSITION 2 MOUNTED ON EXISTING PIPE MAST (ttP. OF 1 PER SECTOR, REMOVED & REPLACED) TOTAL OF 3) (TO REPLACE (TVP. OF 1 PER SECTOR, TOTAL OF 3) EXISTING AT&T TMA& ® POSITION 7 OF PROPOSED ffi TOTAL OF 3) (TO REMAIN) EXISTING SURGE ARRESTOR (TYP. OF 2 PER SECTOR, �ISPNQ-SLANT N� _ _ (TO REMAIN) (TOTAL OF 2) TOTAL OF 6) (TO REMAIN) V ELEV• 148-0'3 (AGL) EXISTING AT&T UMTS ANTENNA ® POSITION 1 MOUNTED ON EXISTING AT&T UMTS ANTENNA PROPOSED N LTE ANTENNA EXISTING PIPE MAST MOUNTED EXISTING PIPE MAST (TVP. OF 1 PER SECTOR, 0 POSITION 1 MOUNTED ON GAMMA EXISTING PIPE MAST ( OF PER SECTOR, I TOTAL OF 3) (TO REMAIN) SECTOR / (TYP. OF 1 PER SECTOR, TOTAL I L OF 3) (TO REPLACE EXISTING) (LTE 700 BETA TOTAL OF 3) (TO REMAIN) EXISTING AT&T RRUS MOUNTED ON NOTE: SC/PCS) SECTOR 270. EXISTING PIPE MAST (TVP. OF 3 PER (UMTS DB) SECTOR, TOTAL OF 9) (TO REMAIN) REFER TO THE FINAL RF DATA 150' SHEEP FOR FINAL ANTENNA EXISTING AT&T LTE ANTENNA I SETTINGS. GAMMA �/ BETA 0 POSITION 2 MOUNTED ON SECTOR SECTOR EXISTING PIPE MAST (GSM/WCS (GSM/WCS (TYP. OF 1 PER SECTOR, LTE/700 DE) LTE/700 DE) TOTAL OF 3) (TO REMAIN) I ALL ANTENNAS AND RRHS TO BE 270'GAMMA 150' INSTALLED IN TRU STRUCTURAL A ALYSSA PROVIDED SECTOR EXISTING AT&T RRUS BY AMERICAN TOWER (UMTS OB) BETA 270' SECTOR MOUNTED ON EXISTING I AND FINAL RF DATA SHEET. (LTE 700 PIPE MAST (TYP. OF 3 BC/PCS) PER SECTOR, TOTAL OF 9) EXISTING WHIP 150' (TO REMAIN) ANTENNA (TVP.) I NOTE, REFER TO MOUNT ANALYSIS BY: EXISTING ANTENNA LAYOUT 1 HUDSON DESIGN GROUP, LLC, DATED: AUGUST 23, 2016, FOR THE CAPACITY SCALE: N.T.S A-2 OF THE EXISTING STRUCTURES TO SUPPORT THE PROPOSED EQUIPMENT. PROPOSED AT&T LTE ANTENNA O POSITION 4 MOUNTED ON EXISTING PIPE - EXISTING DISH EXISTING ALPHA ALPHA ALPHA MAST (TVP. OF 1 PER SECTOR, ANTENNA (TYP.) I COAX CABLE)(TO REMAIN) SECTOR SECTOR SECTOR TOTAL OF 3) (TO REPLACE EXISTING) GSM WC I EXISTING (4) DC POWER, & (UMTS DB S (LTE 700 EXISTING SURGE ARRESTOR INSTALL NEW 2' SCE, 40 30' LTE/7DE) BC/PCS) (2) FIBER (TO REMAIN) PIPE BRACE SECURED TO 35'5' 35' (TO REMAIN) (TOTAL OF 2) THE EXISTING MOUNT AND A65� TOWER LEC (TVP. OF 1 EXISTING TIE BACK ARM �o PG PER SECTOR, TOTAL OF 3) (TVP. OF 1 PER SECTOR, PROPOSTOTAL OF 3) 2o9,p'TA y RRUS 32E 2T&T EXISTING AT&T TMAS ® POSITION I I TOWER EXISTING LATTICE ON EXISTING PIPE MAST (TYP. OF 2 PER SECTOR, TOTALOOF PERK SECTOR, TOTAL OF 6) (TO REMAIN) EXISTING AT&T REPLACE EXISTING) EXISTING AT&T UMTS ANTENNA EQUIPMENT SHELTER POSITION GAMMA T E ISTINGIPE UNTED ON MO EXISTING ICE SECTOR (TYP. OF 1 PER SECTOR, BRIDGE (TVP.) (LTE 700 BETA TOTAL OF 3) (TO REMAIN) EXISTING GPS ANTENNA BC/PCS) - SECTOR EXISTING CSC MOUNTED TO SHELTER 270' (UMTS DB) CABINET 750' EXISTING VERIZON \ EXISTING T-MOBILE EQUIPMENT SHELTER GAMMA f1 \ EXISTING AT&T LTE ANTENNA EQUIPMENT ON SECTOR Q BETA 0 POSITION 2 MOUNTED ON (GSM/WCS �o` SECTOR EXISTING PIPE MAST CONCRETE PAD (GSM/WCS EXISTING CHAIN LTE/700 DE) (TVP. OF 1 PER SECTOR, LINK FENCE (TYP.)27 270' LTE/700 DE) TOTAL OF 3) (TO REMAIN) GAMMA /� 150' SECTOR BETA (UMTS DB) SECTOR 0' AGL 270' (LTE 700 8C/PCS) GROUND REE. EXISTING AT&T RRUS MOUNTED 150• ON EXISTING PIPE MAST (TYR OF 3 PER SECTOR, TOTAL OF 9) (TO REMAIN) PROPOSED ANTENWEST ELEVATION 3 SCALE: N.T.S A-2 22234 SCALE: 3/32"=1'-0" A-2 Z�`,5' "E11M"EK " ' •' J� ~yG 32•-0" 11x17 SCALE: 3/64=1 -0 O S CREASER SITE NUMBER:MA3057 Gr" CI VI I AT&T SITE NAME: SALEM a l0C` n "y'U S Hudson®� ATC SITE#MA-305035 rA 05/2&/16 ISSUED FOR CDNMUnON ® Ar Q ANTENNA LAYOUTS ffi ELEVATION 0 CAIN ROAD OS/01/15ISSUEDMEW EB AT D O C/STERE, �F ' (LTE 4C/BWE) Te OSGGOD3TRED 27 NORTHWESTERN DR. SALEM, MA 01970 mA R[M90NS BY CHK Anp'o �' S�O t-1"" srtE nuMBER DRAWING NUMBER REV eJU3INcmNCRTa,SURE3wD 1Ec Is>Rl ss�-sss3 SALEM, NH 03079 ESSEX COUNtt 550 COCHITUATE ROAD NASN,ANDOVER,I.0 01&5 FAM:(9]813365596 FRAMNGHAM,MA 01701 C AS SHOWN DESIGNED BY: AT DRAWN BY: RB 3057.01 A-2 1 l EXISTING ANTENNASCHEDULE PROPOSED ANTENNA SCHEDULE SECTOR m6KE MOOELA SIZE (INCHES) SECTOR Id6KE MmFI.$ 9�F (INCHES) ALPHA KATHREIN 800 10121 52.5X11.1 X7.2 ALPHA KATHREIN 800 10121 52.5%11.1X7.2 CCI OPA-65R-LCUU-H4 55%11.9X7.1 CCI OPA-65R-LCUU-H4 55X11.9%7.1 KATHREIN 80010764 55.2%11.8X8 COMMSCOPE SBNHH-1D65A 55X11.85X7.1 BETA KATHREIN 800 10121 52.5X11.1X7.2 BETA KATHREIN 800 10121 52.5%11.1X7.2 CCI OPA-65R-LCUU-H4 55X71,9%7.1 CCI OPA-65R-LCUU-H4 55XI 1.9X7.1 KATHREIN 80010764 55.2X11.BX6 COMMSCOPE SBNHH-1D65A 55X71.85X7.1 GAMMA KATHREIN 800 10121 52.5%11.1X7.2 GAMMA KATHREIN 800 10121 52.5X11.1 X7.2 CCI OPA-65R-LCUU-H4 55%11.9X7.1 CCI OPA-65R-LCUU-H4 55X11.9%7.1 KATHREIN 80010764 55.2%11.8X6 COMMSCOPE SBNHH-1D65A 55XI 1.85X7.1 PROPOSED AT&T RRUS-32 B2 ON EXISTING PIPE MAST NOTE, (TYP.OF 1 PER SECTOR, TOTAL OF 3) (TO REPLACE EXISTING) REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA EXISTING 2" STD. (2.38" O.D) SETTINGS. EXISTING SECTOR FRAME MOUNTING PIPE PROPOSED AT&T LTE ANTENNAS NOTE: MOUNTED ON EXISTING PIPE MASE (TYP. OF 1 PER SECTOR, ALL AMENTIAS AND RRHS TO BE TOTAL OF 3) (TO REPLACE EXISTING) INSTALLED IN ACCORDANCE WITH STRUCTURAL ANALYSIS PROVIDED BY AMERICAN TOWER 'I AND FINAL RF DATA SHEET. NOTE: REFER TO MOUNT ANALYSIS BY: HUDSON DESIGN GROUP, LLC, DATED: PROPOSED SITE PRO i AUGUST 23, 2016, FOR THE CAPACITY OF THE EXISTING STRUCTURES TO CIE — PIPE TO PIPE SUPPORT THE PROPOSED EQUIPMENT. LAMP PUCK (TYP. OF 2 PER SECTOR, TOTAL rL OF PROPOSED & OF 6) EX SMNG AT&T AbMN ELEV. 148'-0"t (ACL) RRU CHART QUANTITY MODEL l W D 3(E) RRUS-11 7. 19.7" 17.0" 2" o — RRUS-12 20.4" 18.5" 7.5" 0 0 ° 3(E)3(P) RRUS-32 27.2 12.1 7.0" 3(E) RRUS—E2 20.4" 18.5" 7.5" LTE—A2 16.4" 3.4" NOTE: INSTALL NEW 3"x3'x1/4" MOUNTC PER MANUFACTURER'S ANGLE BRACE SECURED TO THE EXISTING PIPE MAST AND MOUNT FACE (TYP. OF 1 PER SECTOR, TOTAL OF 3) PROPOSED RRU REFER TO THE T_� FINAL RFOS AND CHART FOR INSTALL NEW 2" SCH. 40 QUANTITY, MODEL AND DIMENSIONS SEE RFDS FOR RRH PIPE BRACE SECURED TO THE NOTE: FREQUENCY AND EXISTI/�NG,�MOUNT AND TOWER MOUNT PER MANUFACTURER'S MODEL NUMBER LEG (TYP. OF 1 PER SECTOR, SPECIFICATIONS. TOTAL OF 3) PROPOSED ANTENNA 8 RRU MOUNTING DETAIL 1 RRU DETAIL z 22x34 SCALE: 1"=1'-0" A-3 p p'_fi" 11_0" y_p" 3_p" 11x17 SCALE: 1/2"=1'-0" SCALE: N.T.S A-3 �� )� CF SSS Cy q o= DEREK J. GJ, c "RFASFR �+ SITE NUMBER:MA3057 IVCIV ' SITE Hudson SALEM 181, r RF AT&T Design Gro ATCSITEtMA-305035 a 1 ae/zs/le Issues FOR coNsrRucnaN ED AT F, 2- DETAILS 27 NORTHWESTERN DR. 0 CAIN ROAD A o8/01/re IssuEo FOR gEVIEw E9 AT o GF <CI$TE -� �F' (LTE 4C/BWE) lsro osOOoo STREET SALEM, MA 01970 f,S` \ BUMNG20NORm,SUREW90 TEL:197815575558 SALEM, NH 03079 E$$EX COUNTY 550 COCHITUATE ROAD No. DATE gEmslags Br aNrc ARP'D S/Q�IO� SNE HUMBER ORgmNC NUMBER qEv N.ANDOVER,NA01845 FAX:I97813b559E FRAMINGHAM,MA01701 5C0.E; As SHOWN DESIGNED BY: AT DRAWN BY: RB 3057.01 A-3 1 Antenna 1 Antenna 2 Antenna 4 UMTS OB GSM/LTE bVCS 1700 DE LTE 700 SC/PCS Breadhand Broa4b+MW k WWM Broadland Slaadband BlOadb id gGaIIII WAdband Brmdband L. Hgh We Ona Ono Oua HEX HEX HEX 7MI85D --UAW5 L RV Low High High ldk NO Mich .45145 '85/45 850 TOO lW/B50 M$)d5 .45145 0114RIc 4t.14Re .4514S 21ef ft. Zt,12Re .45/45 «35/45 .45/45 .45/45 RET PtT ........... RET PFT RET ?RET RET RET WIT �:I-J .'�Du:f weans lw 8i rw Bp �wur .,a � nvn ` � I �i r1rtIX Rw'ilt p.e,n ro.4r.Moe.,e .AI.4T . Wore I I � - -OCU Flu pout — l Dc NRR[ )an N f a N a 9M'61M MMIS GS,b1 _ BS 950 tIFEMIL LFRIMUX {R IWSg RF PLUMBING DIAGRAM 1 SCALE: N.T.S RF-1 NOTE: 1. CONTRACTOR TO CONFIRM ALL PARTS. 2. INSTALL ALL EQUIPMENT TO MANUFACTURER'S RECOMMENDATIONS NOTE: ZO<�KERFK rSSER TO THE FINAL ANTENINAL SRERINGS.F DATA SHEET FORJ. os (;RFASFR SITE NUMBER:MA3057 =V l y CI VI I N SITE NAME: SALEM ' �10C` ,JC je�f) AT&T Hudson ATC SITE#MA-305035 O8/EB/IS ISSDED FOR CONSIRUCTON AT F RF PLUMBING DIAGRAM 0 CAIN ROAD A 08/01/18 ISSUED FOR REVIEW EH Ai D p�,r� ��ISLTE 4C BWE I60]o3G000srREET 27 NORTHWESTERN DR. SAI CM MA 01970 C,S'SBUILDING 20 NORTH.SIRE 3090 TEL:191.155)5553 SALEM, NH 03079 ESSEX COUNTY 550 COCHITUATE ROAD NO. DATE REVISIONS BY CMK AVp'D /�VDE NUMBER DRA'MNC NUMBER REV N.ANDOVER,TAAOT&5 FAX:191.13365586 FRAMINGHAM,MA01701 SGLF: AS SHOWN DEBpNEO BY: qT DMWN BY: RB 3057,01 RF-1 1 FROM ANTENNA WEATHERPROOFING STAINLESS KIT (TVP.) STEEL TWO HOLE COPPER JUMPER REQUIRED ONLY HARDWARE COMPRESSION TERMINAL WHEN 1-1/4'0 AND LARGER STANDARD (TMP') GROUND KIT (TMP.) GROUNDING CABLE GROUND BAR A CONNECTOR ANTENNA CABLE A WEATHERPROOFING TO CABLE TRAY (TYP.) ELEVATION KIT (TYP.) FROM ANTENNA LOCK WASHER, FRAME SUPPORT T,P FLAT WASHER, TP. COAX GROUND KIT 3/8"x1-1/4" HEX BOLT TM COMMS COPE KIT NO. GB-0414–IT NUT, P. OR EQUAL GROUND BAR #2 AWG BCW /�2 AWG BCW, BONDED GROUNDING CABLE—/ EXPOSED BARE COPPER TO BE TKEPT TO ABSOLUTE MINIMUM, NO NOTE: O GROUND WIRE ALONG INSULATION ALLOWED WITHIN THE CABLE TRAY TO CIGBE/MIGB SECTION 'A–A" COMPRESSION TERMINAL (TYPICAL) 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE, NOTE: 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATION. GROUND WIRE TO GROUND BAR CONNECTION DETAIL / 1 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EG8, AND MGB SCALE: N.T.S G-1 TYPICAL GROUND BAR CONNECTION DETAIL 3 EXISTING/PROPOSED EXISTING/PROPOSED SCALE: N.T.S G-1 ANTENNA SUPPORT ANTENNA PIPE TMA, RRU, A2 MODULE & A H GROUND CONDUCTOR TERMINATING ON ANY GRQUND BAR SHALL HAVE SURGE ARRESTOR AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS UMTS/GSM COAX ORIGIN AND DESTINATION. GROUND KITS UPPER CIGBE / SECTION "P" – SURGE PRODUCERS EXISTING #2G CABLE ENTRY PORTS (HATCH PLATES) (#2) HOMERUN �'� GENERATOR FRAMEWORK (IF AVAILABLE) (#2) POWER/FIBER TELCO GROUND BAR GROUND CABLE TRAY LOWER CIGBE JUNCTION BOX COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) & ICE BRIDGE, (AS APPLICABLE) (AS APPLICABLE) +24V POWER SUPPLY RETURN BAR (#2) JUMPER ALL SPLICES –48V POWER SUPPLY RETURN BAR (#2) EXISTING (2) #2 AWG RECTIFIER FRAMES. BCW TO EXISTING UMTS/GSM COAX GROUND RING GROUND KITS SECTION "A" – SURGE ABSORBERS EXISTING #2G INTERIOR GROUND RING (#2) (ROOFTOP ONLY) EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) UMTS/GSM COAX BUILDING STEEL (IF AVAILABLE) (#2) GROUND KITS GROUND ICES BRIDGE POSTS - - - - - MIGBE 0 METER AND ]- #2 GROUND TO EXISTING DISCONNECT HALO OR MIGBE m D M EXISTING GROUND EQUIPMENT CABINET p p a a a o no n oo U RING OR UTILITY OR RACK, RBS 6601, Q p p e p a e a GROUND & SURGE SUPPRESSOR ®ppD 1�#2 AWG SOLID TINNED COPPER (TVP) TO EXISTING SERVICE GROUND GROUNDING RISER DIAGRAM Gz 1 GROUND BAR•DETAIL SCALE: N.T.S G4 t SH DFSCALE: N.T.S M4SS9cy o� DEREK J. GJ, CRFASFR SITE NUMBER:MA3057 1 1 _91 CI VII w Hudson SITE SALEM at&t c AT&T Dealgn Grouplm® ATC SITE#MA-305035 at&t JC ry'� [ND. 06/25/18 ISSUED FOR CONSTRUCTION EB Ar I �' r GROUNDING DETAILS 0 CAN ROAD OB/01/16 ISSUED FOR RNEW EB AT Da pO,r KTERF' �(' LTE 4C BWE 27 NORTHWESTERN DR. C� ( ) I0 UILINGM OSRTH,SGE` SALEM, MA Q197D DAZE RNSIONS BY CHK AW `S� STS NUMBER DRAWING NUMBER REVN,ANDD mNDR,018NS aoro TeX:(97816 SSBs8 SALEM, NH 03079 ESSE% COUNTY 550 CNGH M,M ROAD �NA� C\VvN,ANDOVER.MA OI86 PA%:19]93b5596 FRAMINGHAM,MA D1JDl E q5 SHOWN DESIGNED BY: AT ORAWN BY: qB 3057.01 G-1 1 l PROJECT INFORMATION SCOPE OF WORK: TELECOMMUNICATIONS FACILITY UPGRADE (LTE 4C & BWE 2017 UPGRADE): - . SITE ADDRESS: 0 CAIN ROAD at&t SALEM, MA 01970 LATITUDE: 42.493098' N 42' 29' 35.15" N LONGITUDE: 70.938301' W 70' 56' 17.88" W TYPE OF SITE: LATTICE TOWER / INDOOR EQUIPMENT SITE NUMBER: MA3057 TOWER HEIGHT: 170'± RAD CENTER: 148'± SITE NAME: SALEM JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES PROJECT: LTE 4C & BWE 2017 UPGRADE CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY DRAWING INDEX VICINITY MAP GENERAL NOTES SHEEP N0. DESCRIPTION REV. OIREOIRINS 7Cf SRE 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION T-1 TITLE SHEET 1 FROM FRAMINGHAM, MA. START OUT GOING SOUTHWEST ON COCHITUATE RD/MA-30 W TOWARD AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY WHITTIER ST. 0.2 M1. MAKE A U-TURN ONTO C06HITUATE RD/MA-30 E. 0.3 MI. MERGE ONTO I-90 AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. E/MASS PIKE/MASSACHUSETTS TURNPIKE TOWARD JCT 1-95/BOSTON (PORTIONS TOLL). 6.7 MI. TAKE 2 THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY THE 1-95 N/RT-128 N/RT-30 EXIT, EXIT 14, TOWARD N.H.-MAINE/POINTS NORTH. 1.2 MI. MERGE GN-1 GENERAL NOTES 1 ONTO 1-95 N/MA-128 N VIA THE EXIT ON THE LEFT TOWARD WALTHAM/GLOUCESTER. 23.8 MI. TAKE ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES THE US-1 N/RT-129 E EXIT, EXIT 448, TOWARD DANVERS. 0.3 MI. TAKE THE RT-129 E RAMP NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY REGUlAT10NS REQUIRING PUBLIC ACCESS PER AOA REQUIREMENTS. TOWARD LYNN/SWAMPSCOTT. 0.3 MI. ENTER NEXT ROUNDABOUT AND TAKE 2ND EXIT ONTO MA-129 E. A-1 COMPOUND & EQUIPMENT PLANS 1 3.6 MI. TURN LEFT ONTO WESTERN AVE/MA-107/MA-129. CONTINUE TO FOLLOW WESTERN 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AVE/MA-107. 0.9 Ml. TURN LEFT ONTO CAIN RD. SITE IS LOCATED ON TOP OF HILL. AND SHALL IMMEDIATELY NOTIFY THE AT&T MOBILITY REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. A-2 ANTENNA LAYOUTS & ELEVATION 1 7 A-3 DETAILS 1 a' RF-1 RF-PLUMBING DIAGRAM 1 G-1 GROUNDING DETAILS 1 #`''F° f ' . UNDERGROUND SERVICE ALERT n 1�1 CALL rr� BEFORE YOU DIG AMERICAN TOWER SITE#: MA•305035 CALL TOLL FREE 1 -888-DIG-SAFE AMERICAN TOWER SITE NAME:SALEM OR CALL 81 1 • ��P N7RE OS.D s CRFASFR �s SITE NUMBER:MA3057CI VII 11 AT SITE NAME: SALEM ,JIT -�+ F5 HsUdsOn®� ATC SITE#MA-305035 `OC` I oe as/ie Issuco roR coNm+urnory ® ATlilTNLE SHEET 0 CAIN ROAD A OB/Ot/18 ISSUED FOR RMEW EB AT DP PDF F<GISTERE �<C (LTE 4C/BWE) 27 NORTHWESTERN DR. F \ srtE rvuueER DRAWING_NUMBER REV le000sc000 STREET SALEM, NH 03079 SALEM. MA 01970 550 COCHITUATE ROAD NO. DATE RE SONS BY CHK APP'D 'SS��NAL BUILDING TO NORTH.SUITE 3D9D Tec 19781 ss7sS83 ESSEX COUNTY FRAMINGHAM,MA01701 N.ANDOVER.MAO18'5 FA%:19781 ah338b SGl£: /S SHOWN DESIGNED BY: AT DROWN 9Y: RB 3057.01 T—I 1 GROUNDING NOTES GENERAL NOTES 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR CONTRACTOR - SAI NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TA SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE OWNER - AT&T MOBILITY WITH ASC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy = 36 ksi) FINDINGS TO THE CONTRACTOR FOR RESOLUTION. UNLESS OTHERWISE NOTED. PIPES SHALL BE ASTM A53 TYPE E (Fy = 36 kai). ALL STEEL 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT. PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND "GENERAL CONSTRUCTION SERVICES 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL FOR CONSTRUCTION OF AT&T SITES." APPLICABLE CODES. REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY DRAWINGS MUST BE VERIFIED, SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND REGULATIONS. CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN 18, THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION, ANY WORK ON CIRCUITS TO BTS EQUIPMENT. ONLY. EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, AFTER MIDNIGHT. WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON COPPER OR LARGER FOR INDOOR BTS 2 AWG STRANDED COPPER FOR OUTDOOR BTS. THE DRAWINGS. 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS COMPRESSION AND BOLTED GROUND 7. APPROVED ANTIOXIDANT COATINGS (I.E.,CONNECTIONS.CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL SUPPLIED BY THE SUBCONTRACTOR. EXPOSURE LEVELS. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 20. APPLICABLE BUILDING CODES: S. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL GROUND BAR. CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE THE EDITION OF THE AHJ .ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY CONTRACT AWARD SHALL GOVERN THE DESIGN. GROUNDING CONNECTIONS. THE CONTRACTOR. BUILDING CODE: MA STATE BUILDING CODE 780 CMR BTH EDITION ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS 9SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS , SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. STANDARDS: GROUNDING TYPE CONDUIT CLAMPS. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT REQUIREMENTS FOR STRUCTURAL CONCRETE; 12. ALL NEW STRUCTURES WITH FOUNDATION AND/OR FOOTING HAVING 20 MORE OF SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWN 1/2 IN. OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUSTT HAVVEE IT BONGED ER. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) TO THE GROUND RING USING AN EXOTHERMIC WELD CONNECTION USING #2 AWG SOLID BARE 11, SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS TINNED COPPER GROUND WIRE, PER NEC 250.50 COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION; REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. STRUCTURAL STANDARDS FOR STEEL 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE EQUIPMENT AND ANTENNA SUPPORTING STRUCTURES; REFER INSTITUTE (ACI) 301. TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. ABBREVIATIONS AGL ABOVE GRADE LEVEL EQ EQUAL REQ REQUIRED AWG AMERICAN WIRE GAUGE GC GENERAL CONTRACTOR RF RADIO FREQUENCY BBU BATTERY BACKUP UNIT GRD GALVANIZED RIGID CONDUIT TBD TO BE DETERMINED BTCW BARE TINNED SOLID MGB MASTER GROUND BAR TBR TO BE REMOVED COPPER WIRE BGR BURIED GROUND RING MIN MINIMUM TBRR TO BE REMOVED AND REPLACED BTS BASE TRANSCEIVER STATION P PROPOSED TYP TYPICAL E EXISTING NTS NOT TO SCALE UG UNDER GROUND EGB EQUIPMENT GROUND BAR RAD (ANTENNA)DIATION CENTER LINE VIF VERIFY IN A �P�jH OF �SS9Cy EGR EQUIPMENT GROUND RING REF REFERENCE r0= DEREK J. Gf CRFAS R SITE NUMBER:MA3057 " '°"J l Vlv OI VII AT&T Hudson®� SITE NAME: SALEM �) at&t o F Desl9n Groupuc ATC SITE N ROAD 035 ` 1 as/01/l6 ISSUED FOR REMEIN cnoN m AT > F : GENERAL NOTES 27 NORTHWESTERN DR. 0 GIN ROAD A oe/o1/le ISSUED roe REwEw Ea Ar Dv pO,r�. ��I$TERFr�"��((''..��F' (LTE 4C�BWE) Ib OSGOODSTREET SALEM, MA 01870 NO. DATE REVISIONS 8Y CHN APPT SS� Y,��" SITE NNMI DRAWING NUMBER REV BUILDING 20 NORTH,SUITE Sow TEL:(1791 5515 SALEM, NH 03079 ESSEX COUNTY 550 COCHITUATE ROAD ONAL N.ANDOVER,MAOIB15 FAX(978)33 586 FRAMINGHAM,MA 01701 SCALE: A5 SHOWN DESIGNED BY: AT DRA" BY: RB 3057.01 GN-1 1 NOTE: NOTE: REFER TO MOUNT ANALYSIS BY: REFER TO THE FINAL RF DATA HUDSON DESIGN GROUP, LLC, DATED: SHEET FOR FINAL ANTENNA AUGUST 23. 2016, FOR THE CAPACITY SETTINGS. OF THE EXISTING STRUCTURES TO SUPPORT THE PROPOSED EQUIPMENT. NOTE: ALL ANTENNAS AND RRHS TO BE INSTALLED IN ACCORDANCE WITH STRUCTURAL ANALYSIS PROVIDED BY AMERICAN TOWER AND FINAL RF DATA SHEET. EXISTING DOOR EXISTING / AT&T EQUIPMENT SHELTER EXISTING LTE GPS j EXISTING jI GENERATOR EXISTING GATE ANTENNA % / ROOM (TYPO EXISTING GPS ANTENNA / MOUNTED TO SHELTER EXISTING / EXISTING (12) 1-5/8" DOOR EXISTING METROPCS COAX CABLE (TO REMAIN) / EXISTING CHAIN EQUIPMENT ON EXISTING (4) DC POWER, & �r` LINK FENCE (TYP.) CONCRETE PAD (2) FIBER (TO REMAIN) L�l EXISTING / EXISTING FIBERTOWER / BATTERY RACK EXISTING ICE / j BRIDGE (TYP.) CONCRETE EQUIPMENT ON / RACKEXISTING CONCRETE PAD EXISTING RACK �� T ON SE PROPOSED ADD XMU ❑�DC PLANT EXISTING I & DUS INSIDE EXISRNG i EQUIPMENT ON STEEL RACK FRAME / r� EXISTING RBS fi / EQUIPMENT RACK / EXISTING RACK EXISTING j jCABINET / EXISTING T—MOBILE EQUIPMENT ON - EXISTING RACK / EXISTING CONCRETE PAD / CABINE / EXISTING RACK i EXISTING UMTS EXISTING CABINET EXISTING TELCO EXISTING LATTICE / CABINET / TOWER EXISTING RACK HAISTING / EXSTING / EXISTING CSC CABINET EXISTING COAX 1 I PORT WITH AVAILABLE PORTS j EXISTING / RACK / EXISTING VERIZON % EXISTING / EQUIPMENT SHELTER j DC PLANT Aliyry �G v. ZO�G �yGof/b�� �`�. tio�y�P�,`" COMPOUND22x34 SCALE: %1eAN o"�� U�� EQUIPMN22x34 SCALE:3PBLANO.. A2� s_4. 6._6. P'y��\\ 11x17 SCALE: 3/32"=1'-0" 0 2'-8 6-4' 0-8 6-0" N 7 SCALE: 3/16"=1'-D" oma' DEREK J. GJ, CREASER SITE NUMBER:MA3057 pp�}} r l CI VII AT&T SITE NAME: SALEM a`OL` ��� �' ,r, FluclSOn®� ATC SITE#MA-305035 1 00/u/1e ISSUED TER CONSRUCwN EB Ar 0 COMPOUND & EQUIPMENT PLANS 27 NORTHWESTERN DR. 0 CAIN ROAD A 08/01/16 ISSUED FOR REVIEW EB At. OP )STER- �F' (LTE 4C/BWE) 16W OSGOOD s1REn SALEM, NH 03079 SALEM, MA 01970 SSO COCHITUATE ROAD N0. DAM REOISIONS BY CHK MP.. SDONAL C1�� SRE NUMBER DRAWING NUMBER REV 6uumNG:a NORw.sunE aD90 IEC lmel ss�sssa ESSEX COUNTY FRAMINGHAM,MA01701 N.ANDOVER.M40 W FA%:19I813t65586 SCALE AS SHOWN DESIGNED BY: AT DFFWN BY: PB JQ5],GI A-1 I ALPHA ALPHA ALPHA EXISTING AT&T LTE ANTENNA 1 TOP OF LATTICE TOWER ZO� SECTOR SECTOR SECTOR O POSITION 4 (EYP. OF 1 L V. 170 t AGL PGB (UMTS DB) (GSM/WCS (LTE 700 PER SECTOR, TOTAL OF 3) �` EXISTING ANTENNA 2 30' LTE/300 DE) SC/PCS) (TO 13E REMOVE & REPLACED) (BY OTHERS) (TYR) PROPOSED AT&T RRUS-32 B2 (TYR. OF 1 PER SECTOR, ON EXISTING PIPE MASE EXISTING AT&T ITE ANTENNA EXISTING TE BACK ARM r TOTAL OF 3) (TO BE (TYP.OF 1 PER SECTOR, ® POSITION 2 MOUNTED ON (TYP. OF 1 PER SECTOR, REMOVED & REPLACED) TOTAL OF 3) (TO REPLACE EXISTING) EXISTING PIPE MAST TOTAL OF 3) (TYP. OF 1 PER SECTOR, EXISTING AT&T TMAS ® POSITION 1 A rk OF PROPOSED & TOTAL OF 3) (TO REMAIN) EXISTING SURGE ARRESTOR (TYR, OF 2 PER SECTOR, EXIUNG ANTEUNa — — — (TO REMAIN) (TOTAL OF 2) TOTAL OF 6) (TO REMAIN) 111VVy�ELEV. 148'-0'3 (AOL) Ll T EXISTING AT&T UMTS ANTENNA ® POSITION 1 MOUNTED ON EXISTING AT&T UMTS ANTENNA PROPOSED AT&T LTE ANTENNA EXISTING PIPE MAST ® POSITION 1 MOUNTED ON MOUNTED ON EXISTING PIPE MAST (TYP. OF 1 PER SECTOR, GAMMA EXISTING PIPE MAST (EYP. OF 1 PER SECTOR, TOTAL OF 3) (TO REMAIN) SECTOR \ (TYP. OF 1 PER SECTOR, TOTAL OF 3) (TO REPLACE EXISTING) (LTE 700 \ BETA TOTAL OF 3) (TO REMAIN) BC/PCS) EXISTING AT&T RRUS MOUNTED ON NOTE- S 270, ECTOR EXISTING PIPE MAST (NP. OF 3 PER (UMTS OB) SECTOR, TOTAL OF 9) (TO REMAIN) I REFER TO THE FINAL RF DATA 150' SHEET FOR FINAL ANTENNA EXISTING AT&T LTE ANTENNA SETTINGS. GAMMA ✓ BETA ® POSITION 2 MOUNTED ON SECTOR SECTOR EXISTING PIPE MAST (GSM/WCS (GSM/WCS (TYR. OF 1 PER SECTOR, NOTE LTE/700 DE) LTE/700 DE) TOTAL OF 3) (TO REMAIN) I ALL ANTENNAS AND RRHS TO BE 270'GAMMA 150 ' INSTALLED IN ACCORDANCE WITH SECTOR STRUCTURAL ANALYSIS PROVIDED (UMTS DB) BETA EXISTING AT&T RRUS BY AMERICAN TOWER 270' SECTOR MOUNTED ON EXISTING AND FINAL RF DATA SHEET. PIPE MAST (TYR. OF 3 (LTE 700 PER SECTOR, TOTAL OF 9) EXISTING WHIP EIC/PGS) 150' (TO REMAIN) ANTENNA (TYP.) I NOTE: REFER TO MOUNT ANALYSIS BY: EXISTING ANTENNA LAYOUT t HUDSON DESIGN GROUP, LLC, DATED: SCALE: N.T.S A-2 AUGUST 23, 2016, FOR THE CAPACITY OF THE EXISTING STRUCTURES TO SUPPORT THE PROPOSED EQUIPMENT. PROPOSED AT&T LTE ANTENNA O POSITION 4 MOUNTED ON EXISTING PIPE EXISTING DISH EXISTING (12) 1-5/8" ALPHA ALPHA ALPHA MAST (TYR. OF 1 PER SECTOR, ANTENNA (NP.) I COAX CABLE (TO REMAIN) SECTOR SECTOR SECTOR TOTAL OF 3) (TO REPLACE EXISTING) (LTE 700 (UMTS DB) (GSM/WCS EXISTING (4) DC POWER, & INSTALL NEW R6 40 30' LTE/700 DE) BC/PCS) EXISTING SURGE ARRESTOR PIPE BRACE SEE (2) FIBER (TO REMAIN) CURED TO 35' 35' (TO REMAIN) (TOTAL OF 2) THE EXISTING MOUNT AND %65� .1 TOWER LEG (TYR. OF 1 EXISTING TIE BACK ARM / -t YG PER SECTOR, TOTAL OF 3) (TYP. OF 1 PER SECTOR, y�ry��py . PROPOSED AT&T TOTAL OF 3) EXISTING LATTICE RRUS-32 B2 EXISTING AT&T TMAS ® POSITION 1 TOWER �ry�cx� ON EXISTING PIPE MAST (TYP. OF 2 PER SECTOR, (TW.OFF 'ERECTOR, TOTAL OF 6) (TO REMAIN) TOTAL O EXISTING AT&T REPLACE EXISTING) EXISTING AT&T UMTS ANTENNA EQUIPMENT SHELTER ® POSITION 1 MOUNTED ON GAMMA EXISTING PIPE MAST SECTOR (TYP. OF 1 PER SECTOR, EXISTING EOE BRIDGE (TYP.) (LTE 700 ETA TOTAL OF 3 TO REMAIN EXISTING C BC/PCS) SE ) ( )CTOR I MOUNTED TO SHE TERA 2701 EXISTING CSC (UMTS DB) CABINET 150 EXISTING VERIZON \ EQUIPMENT SHELTER GAMMA �/ 1 \ EXISTING AT&T LTE ANTENNA EOU II PIMENT O EXISTING SECTOR Q' BETA POSITION 2 MOUNTED ON (GSM/WCS �o` SECTOR EXISTING PIPE MAST CONCRETE PAD LTE/700 DE) (GSM/WCS (TYP, OF 1 PER SECTOR, EXISTING CHAIN 270' LTE/700 DE) TOTAL OF 3) (TO REMAIN) LINK FENCE (TYP.) GAMMA150' SECTOR \ BETA (UMTS DS) SECTOR 270' (LTE 700 AGL BC's) GROUND REF. EXISTING AT&T RRUS MOUNTED ON EXISTING PIPE MAST (TYP. OF 3 PER SECTOR, TOTAL OF 9) (TO REMAIN) ZH OF *Sc PROPOSED ANTENNA LAYOUT WESSELEVA ZION o A32 _ SCALE: N.T.S A-2 21 'S' 32'-O' 11x17 SCALE: 3/64"=1'-0" per' •I/tK•FK v. GJ, C'RFASFR SITE NUMBER:MA3057 ^" yT,p C VII N SITE NAME: SALEM a`&t AT&T Hudson ATC SITE#MA-305035qg� 08/15/18 ISSUED FOR CONS RUC ON Ee AT F ANTENNA LAYOUTS & ELEVATION 0 CAIN ROAD rA OB 01/18 ISSUED FOR REMEW E8 AT DR Po,r� ��'ISTERF' F LZOOSGGGDSIREn 27 NORTHWESTERN DR. SALEM MA 01570 / CS �� (LTE 4C/BWE) SALEM, NH 03079 SSO COCHiUATE ROAD WlE REVISIONS BY CHK MP'p SQ SRE NUTABER DRAWING NUMBER REV N. BUILDING NtA 0SURE ww TEL:Isrel ss 6 ESSEX COUNTY NAS N.ANDOVER,NA oieAS FAX sRel awssee FRAMINGHAM,MA 01]Ol £: ASSHOWN OESIGNEO BY: AT PRAWN 01': q8 3057.01 A-21 1 EXISTING ANTENNA SCHEDULE PROPOSED ANTENNA SCHEDULE SECTOR hI&E AIDDEL& S17F (INCHES) SECTOR 2166E MON OF1A 517E (INCHES) ALPHA: KATHREIN 800 10121 52.5%11.1X7.2 ALPHA: KATHREIN 800 10121 52.5X11.1 X7.2 CCI OPA-65R-LAUU-H4 55XI 1.9X7.1 CCI OPA-GSR-LCUU-H4 55%11.9X7.1 KATHREIN 80010784 55.2X11.8%6 COMMSCOPE SBNHH-1D65A 55%11.85X7.1 BETA: KATHREIN 800 10121 52.5X71.1%7.2 BETA KATHREIN 800 10121 52.5X11.1%7.2 CCI OPA-65R-LCUU-H4 55X1 1.9X7.1 CCI OPA-85R-LC1JU-H4 55X71.9%7.1 KATHREIN 60010764 55.2X11.8%6 COMMSCOPE SBNHH-1D85A 55%11.85X7.1 GAMMA. KATHREIN 800 10121 52.5X11.1 X7.2 GAMMA KATHREIN 800 10121 52.5X11.1 X7.2 CCI OPA-65R-LCUU-H4 55XI I.9X7.1 CCI OPA-65R-LCUU-H4 55XI ISX7.1 KATHREIN 80010764 55.2%11.8X8 COMMSCOPE SBNHH-1D65A 55X11.65%7.1 PROPOSED AT&T RRUS-32 82 ON EXISTING PIPE MAST NOTE' i (TYP.OF 1 PER SECTOR, TOTAL OF 3) (TO REPLACE EXISTING) REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA EXISTING 2" STD. (2.38" O.D) SETTINGS. EXISTING SECTOR FRAME MOUNTING PIPE PROPOSED AT&T LTE ANTENNAS NOTE: MOUNTED ON EXISTING PIPE MAST (IYP. OF 1 PER SECTOR, ALL ANTENNAS AND RRHS TO BE TOTAL OF 3) (TO REPLACE EXISTING) INSTALLED IN ACCORDANCE WITH STRUCTURAL ANALYSIS PROVIDED BY AMERICAN TOWER AND FlNAL RF DATA SHEET. NOTE: I REFER TO MOUNT ANALYSIS BY: I , HUDSON DESIGN AUGUST 23, 2016, FOR GROUP,THE LLC,CAPACIDATED:TY PROPOSED SITE PRO 1 OF THE EXISTING STRUCTURES TO P/N - PIPE TO PIPE SUPPORT THE PROPOSED EQUIPMENT. CLAMP PUCK (TYP. OF 2 PER SECTOR, TOTAL ¢ OF PROPOSED & OF 6) _EXSM1`19 AT&T A ONAS ELEV. 148'-0"t (AGL) RRU CHART QUANTITY MODEL L W D 3(E) RRUS-11 19.7" 17.0" 7.2" o - RRUS-12 20.4" 18.5" 7,5" II 3(E)3(P) RRUS-32 27.2" 12.1" 7.0- 0 3(E) RRUS—E2 20.4" 18.5" 7.5" LTE—A2 16.4" 15.2" 3.4" NOTE: MOUNT PER MANUFACTURER'S INSTALL NEW 3"x3"x1/4" SPECIFICATIONS ANGLE BRACE SECURED TO THE EXISTING PIPE MAST AND MOUNT FACE (IYP. OF 1 PER PROPOSED RRU REFER TO THE SECTOR, TOTAL OF 3) FINAL REDS AND CHART FOR NOTE INSTALL NEW SCH. 40 OUANTIIY, MODEL AND DIMENSIONS SEE REDS FOR RRH PIPE BRACE SEE CURED TO THE NOTE: EXISTING MOUNT AND TOWER MOUNT PER MANUFACTURER'S FREQUENCY AND LEG (7YP, OF 1 PER SECTOR, SPECIFICATIONS. MODEL NUMBER TOTAL OF 3) PROPOSED ANTENNA& RRU MOUNTING DETAIL RRU DETAIL 2 22.34 SCALE: 1"=1'-0" A-3 0 0'-6° 1'-0° 2'-0° 31-0° SCALE: N.T.S A-3 11x17 SCALE: 1/2^=1'-0^ '(N DF SSl 02 DEREK J. os s CRFASFR SITE NUMBER:MA3057 4l + Civil w AT&T Hudson®� SITE NAME: SALEM atOcl TE F Design Grpupu ATC SITE#MA-305035 1 DB/25/18 ISSUED FOR.CONSIRUC110N EB AT 0 �'- Q r DETAILS 0 CAIN ROAD A OB/Ot/18 ISSUED FOR RE`AEW ® AT DR p�F «($TE - LTE 4C BWE 1soD oscooD nFEE1 D NORTHWESTERN DR. SALEM MA 01970 F,S �m, ,,�� ( / ) 0U6DING]O NOFIH,SUITE]fN0 TfC 19]81557-SSSJ SALEM, NH 03079 ESSEX COUNTY 550 COCHITUATE ROAD N0. MTE REVERONS BY CHK Aep'D S�QNAL C\`v SITE NUMBER DRAWING NUMBER REV N.ANDOVER,MA01845 FAX'.1978)3355586 ERAMINCiHAM,MAUVDI SGlc AS SHOWN 061GNED BY: AT DRAWN BY: RB 3057,01 A-3 1 Antenna 1 Antenna] Antenna 4 I UMTS DB GSM/LTE WCS 1700 DE LTE 700 BC/PCS L. arR , Wafth BmeOband Broamwa Noad0end Wouband '..&oadtaM Broulbael Broadland Ea8 � W. m'. Odle 000 HEX HEX HEX 700/Sg "AWS W. tbv Hith H2n Law WIh Hyth ♦45/45 ♦45/45 ''I Boa TODAISO ♦45]45 ♦4S/45 4TV4Rm 01X/4RP .4V 4S ItAnAX 2TP/1RX ♦45/45 ♦45/05 ♦d$/d5 ♦4VA5 ALI leI ---- RET RET RETRET REt- _AV RFT 1.11 1rt P411R ' +u♦v' :wa aulAY ra I ♦wMM• ,mw 1 xn I I ma..1Jc mPm M1µW� iulY adlrtlw]'•ldaaW! / AIR G CCU_ rN olml, Wtr IliYfl. PW a I I .---� r--( Dt plant tlfSM N a' N pfllPr ! W I t� 1Y ' • 1 WYf-.. N1tY uhtn B$ 850 OF DU51 CPA)MIIX LTE Dim RF PLUMBING DIAGRAM SCALE: N.T.S RF-1 NOTE: 1. CONTRACTOR TO CONFIRM ALL PARTS. 2. INSTALL ALL EQUIPMENT TO MANUFACTURER'S RECOMMENDATIONS NOTE: \,ZN OF REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA SETTINGS. oma' DEREK J. RFA SITE NUMBER:MA3057 CI VII N AT&T Hudson®� TSITE CSITEME: SALEM "iYJ aw d Design Grounm® ATC SITE#MA•305035 ��1/� a7L 1 OB/25/16 ISSUED FOR C0N51R=011 0 AT F r RF PLUMBING DIAGRAM 0 CAIN ROAD A OB/01/18 ISSUED FOR RENEW EB AT DP S �ISTEO- �( Teoo oscooD SREH 27 NORTHWESTERN DR. SALEM, MA 01970 '�' (LTE 4C/BWE) K LNEGMNO.lInliMM TEC 1976)55765.5] SALEM, NH 03079 ESSEX COUNTY 550 COCHITUATE ROAD Ne. DAZE RENSIONS BY CHN AFF, SS/QnIAL �\Vv SIIE NUMBER 000 NUMBER REV N.ANDOVER,MAOI66 FAX:197616866566 FRAMINGHAM,MA 01701 SCSLE: AS SHOWN Of.$"m BY: AT DRAWN BY: RB 3057.01 RF-1 1 FROM ANTENNA WEATHERPROOFING STAINLESS KIT (TYP.) STEEL TWO HOLE COPPER JUMPER REQUIREAN HARDWARE2CABLE COMPRESSION TERMINAL WHEN 1-1/4"0 AND STANDARD (TMP') GROUND KIT (TMP.) GROUNDINGROUND BAR A CONNECTORANTENNA CABLE A WEATHERPROTO CABLE TRAY (TYP.) KIT (TYP.) LOCK WASHERTYR,HER FLAT WASHER, NP. COAX GROUND KIT 3/8"x1-1/4" HEX BOLT OR EQUAL OPE KIT N0. GB-0414-IT NUT, TYP. OR EQUAL GROUND BAR #2 AWG BCW A2 AWG BCW, BONDED GROUNDING CABLE EXPOSED BARE COPPER TO BE TO GROUND WIRE ALONG KEPT TO ABSOLUTE MINIMUM, NO NOTE-' CABLE TRAY TO CIGBE/MIGB SECTION "A-A" COMPRESSION INSULATION ALLOWED WITHIN TAL HE L) 1. 00 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE. NOTE: 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATION. GROUND WIRE TO GROUND BAR CONNECTION DETAIL 1 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB SCALE: N.T.S G-1 TYPICAL GROUND BAR CONNECTION DETAIL 3 EXISTING/PROPOSED EXISTING/PROPOSED SCALE: N.T,S G-1 ANTENNA SUPPORT ANTENNA PIPE TMA, RRU, A2 MODULE & EACH GROUND CONOLCTOR TERMINATING ON ANY QEQUND BAR SHALL HAVE SURGE ARRESTOR UMTS/GSM COAX AN IDENTIFICATION TAG ATTACHED AT EACH FNQ THAT WILL IDENTIFY ITS ' GROUND KITS ORIGIN AND DESTINATION- I UPPER CIGBE 5ErIIQb "P" - SURGE PRODUCERS EXISTING #2G CABLE ENTRY PORTS (HATCH PLATES) (#2) HOMERUN �y I �% AMERICAN TOWER® C O R P O R A T I O N Structural Analysis Report Structure : 170 ft Self Supported Tower ATC Site Name : Salem MA 8, MA ATC Site Number : 305035 Engineering Number : OAA683788_C3_01 Proposed Carrier : AT&T Mobility Carrier Site Name : Salem Carrier Site Number : MA3057 Site Location : 0 Cain Rd. Salem, MA 01970-1746 42.493111,-70.938300 County : Essex Date : August 16, 2016 BrReviewedLaLanier,Lanier, PE Structural Team Leader Max Usage : 89% Result : Pass IHOF BRYAN K. LAN1ER T STRUCTU At Prepared By: " NO.s Annika A.Venning, E.I. Structural Engineer I gyp El Aug 16 2016 5:45 PM cosign ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919468-0112 Office-919366-5414 Fax-www.americantower.con, Eng. Number OAA683788_C3_01 August 16, 2016 AMERICANTOWER* Table of Contents Introduction .................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 3 ProposedEquipment....................................................................................................................... 3 StructureUsages.............................................................................................................................. 3 Foundations..................................................................................................................................... 4 Deflection,Twist,and Sway............................................................................................................... 4 StandardConditions......................................................................................................................... 5 Calculations......................................................................................................................... Attached ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919466-5414 Fax-www.annencantower.com Eng. Number OAA683788_C3_01 August 16, 2016 AMERIGAN7+11131WER° Page 1 CO R PO RA.1 ON Introduction The purpose of this report is to summarize results of a structural analysis performed on the 170 ft self supported tower to reflect the change in loading by AT&T Mobility. Supporting Documents Tower Drawings Pirod Drawing#114358-B,dated February 13,1990 Foundation Drawing Pirod Drawing#114358-B,dated February 13,1990 Geotechnical Report Job#89-0674 D,dated December 14,1989 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) Basic Wind Speed w/Ice: 40 mph(3-Second Gust)w/1"radial ice concurrent Code: ANSI/rIA-222-G/2009 IBC/Massachusetts State Building Code,8th Ed. Structure pass: II Exposure Category: B Topographic Category: 1 Spectral Response: Ss=0.24,51=0.07 Site Class: D-Stiff Soil Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. 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 LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919468-0112 Office-919-466-5414 Fax-www.americantower.com Eng. Number OAA683788_C3_O1 August 16, 2016 AMERICANTOWER" Page 2 co Re n...1o" Existing and Reserved Equipment Elevation'(ft) Ct[y Antenna Mount Type Lines Cartier Mount RAD 3 Ericsson RRUS 11 B12 (12)15/8"Coax 167.0 167.0 3 Ericsson AIR 21,1.3M,134A 6213 Sector Frames (3)3/8"Coax T-Mobile 3 Ericsson AIR 21,13M,132A 134P (1)11/4"Fiber 3 RFSATMAA3412D-1A20 6 CSS DBC-7CAP 3 Ante[HT4C6318R000G 3 CSS X7C-480 159.0 159.0 6 Andrew HBX-6517DS-Vint Sector Frames (18)15/8"Coax Verizon 3 Alcatel-Lucent RRH2X60-AWS Band 4 (3)15/8"Hybriflex 21 S DB-B1-6C-12AB-0Z 3 Alcatel-Lucent RRH2x60/4x30 3 Alcatel-Lucent B13 RRH4x30-4R 7000 3 CO OPA-65R-LCUU-H4(14.4"width) 3 Ericsson RRUS-11 3 Kathrein 800-10121 (2)0.78"8 AWG 6 12 Powerwave LGP214OX (12)15/8"Coax 148.0 148.0 3 Ericsson RRUS E2 629 Sector Frames (1)3"Conduit AT&T Mobility 3 Ericsson RRUS 32 B30(60 lbs) (1)3/8"RET Control 1 Raycap DC6-08-00-18-8F Cable 6 Kathrein 86010025 1 Raycap DC6-48-60-18-8F("Squid") 140.0 140.0 6 Kathrein 86010025 Sector Frames (12)15/8"Coax Metro PCs 6 Kathrein 80010504 (1)3/8"Coax 131.0 136.0 1 SO'Omni Side Arm (1)7/8"Coax Salem Police Dept. 1 Gabriel GF2-180 127.0 127.0 1 NEC Mite 155 Leg (2)0.41"LMR-000 FiberTower 118.0 118.0 1 4'Dish w/Radome Leg (1)EW90 AT&T Mobility 109.0 114.0 1 Andrew DB809T6E-XT Truss Arm - Old Motorola-No Coax 105.0 105.0 1 Til-Tek TA-2304-2-DAB-L-090 Leg (1)15/8"Coax Sirius XM 96.0 96.0 1 4'HP Dish Side Arm (1)EW90 AT&T Mobility 1 Andrew VHLP2.5-18 1 Andrew PX2F-52 w/Radome 1 Motorola PTP 600 (9)1/2"Coax 90.0 90.0 Clearwire Mount (3)2"Conduit 1 Andrew VHLPl-23 (1)5/16"Coax Clearwire 6 Dragonwave Horizon DUO 2 Andrew VHLP2-11 3 Argus LLPX330R 3 5/8"Coax 86.0 86.0 3 Samsung FDD_R6_RRH Clearwire Mounts (3)1/"Coax 82.0 82.0 1 4'Dish w/Radome Leg (1)EW90 AT&TMobility 68.0 73.0 1 Andrew DB636C Side Arm (1)7/8"Coax City Of Salem 35.0 35.0 1 Til-TekTA-2324-LHCP(26lb) Leg (1)7/8"Coax SiriusXM ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,INC 27518-919-468-0112 Office-919-466-5414 Fax-www.amencantower.com Eng. Number OAA6837880_01 August 16, 2016 AMERICANT40WERO Page 3 C o R P a A.1o. Equipment to be Removed Elevation'(ft) Qty Antenna Mount Type Lines Carrier Mount I RAD 148.0 148.0 3 Kathrein 80010764 _ (2)0.69"6 AWG 3 AT&T Mobility 3 Ericsson RRUS-11 Proposed Equipment Elevation'(ft) Qty Antenna MountType Lines Carrier Mount RAD 148.0 148.0 3 Commscope SBNHH-1D65A Sector Frames (2)0.76"8 AWG 6 AT&T Mobility 3 Ericsson RRUS 32 B2 (2)0.39"Fiber Trunk '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 alongside existing AT&T Mobility coax. Structure Usages Structural Component Controlling Usage Pass/Fail Legs 89% Pass Diagonals 86% Pass Horizontals 24% Pass Anchor Bolts 46% Pass Leg Bolts 89% Pass Foundations e Reaction Component Original Design Factored Design Analysis Reactions of Design Reactions Reactions Uplift(Kips) 304.8 411.5 319.1 78% Axial (Kips) 338.1 456.4 357.5 78% Shear(Kips) 55.6 75.1 35.8 48% •The design reactions are factored by 1.35 per ANSI/TIA-222-6,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. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919466-5414 Fax-www.americantoweccom Eng. Number OAA683788_C3_01 August 16, 2016 AMERICANTOWER° Page 4 C o RR O R AT 1 0 N Deflection,Twist and SwaV* Antenna Deflection Sway Elevation Antenna Carrier (ft) Twist(") (Rotation) (") (ft) Ericsson RRUS 32 82 152.0 AT&T Mobility 0.379 0.548 0.294 Commscope SBNHH-1D65A 127.0 Gabriel GF2-180 FiberTower Corporati 0.265 0.038 0.262 118.0 4' Dish w/Radome AT&T Mobility 0.222 0.034 0.240 96.0 4' HP Dish 0.148 0.026 0.188 Andrew VHLPl-23 Andrew Microwaves PX2F.52 w/Radome 90.0 Cfearwire 0.118 0.022 0.161 Andrew VHL132-11 Andrew Microwaves VHLP2.5- 18 82.0 4' Dish w/Radome AT&T Mobility 0.092 0.017 0.138 *Deflection,Twist and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower SerAces LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919468-0112 Office-919466-5414 Fax-www.amencamower.com AMERICAN TOWER' ca n Po RAT 1 on 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 LLC 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 LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services LLC-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-068-0112 Office-919-466-5414 Fax-www.americentower.com Job Information 17000 Tower: 305035 Location:Salem MA 8,MA Code: ANSIITIA-222.G Shape :Triangle Base Width : 18.00 ft WH (02007-2016byATCIPLLC. A//dghtsmsewed. Client: AT&T Mobility Top Width :4.50 ft Sect 9 Loads: 105 mph no ice 40 mph w/1"radial ice Sections Properties Site CIass:D Ss:0.24 Si:0.07 Section Leg Members Diagonal Members Horizontal Members 150.00 El 60 mph Serviceability - 1 12B 50 lust 12"BD 2" SPE 36 lust 4)(4X0.25 2 128 60 kal 12"SD 1.75" SPE 36 ksl 3X3X0.3125 3 12B 50 ksl 12"80 1.75" SPE 36 ksl 3X3X0.3125 412B 50 ksl 12"BD 1.75" SPE 36 ksi 3X3X0.1875 Sect& 5 12B 50 ksl 12"BD 1.6" SPE 36 kal 3X3X0.1875 64 12B 60 ksl 12"80 1.6" SPE 36 ksl 2.6)(2.5)(0.1876 8 SOL 50 ksl 2 1/4"SOLID SOL 60 lust 718"SOLID SOL 60 ksl 7/8"SOLID 130,00 x9 SOL 60 ksi 2"SOLID SOL 60 ksl 718"SOLID SOL 60 kat 718"SOLID Sect 7 Discrete Appurtenance 11-0.00 Bev (t ) Type Qty Description 170.00 1 Lightning Rod 167.00 panel 3 Ericsson RRUS 11 812 Sect 6 I ( 167.00 Mounting From 3 Round Sector From 167.00 Panel 3 Ericsson MR 21,1.311A 64A B2P 167.00 Panel 3 Ericsson PIR 21,1.3M,82A B4P 1O3.0D 167.00 Panel 3 RFS ATMAA1412D-1A20 169.00 Panel 6 CSS DBC-7CAP 159.00 Panel 3 Amphenol Antel HT4C6318ROOOG 169.00 Panel 3 CSS X7C480 169.00 Panel 3 Andrew HBX65170S-VIM Sect 5 159.00 Panel 3 Alcatel-lucent RRH2X60.AN3 Ban 159.00 Panel 1 RFS DB4816C.12A8-0Z 169.00 Panel 1 RFS DB-8160.1208-0Z 8000 169.00 Panel 3 Alcatel-Lucent RRH2X6014x30 159.00 Panel 3 Alcatel-Lucent 813 RRH4x304R 159.00 Panel 3 Andrew,HBX6617DS-VIM 169.00 Mounting From 3 Round Sector From 152.00panel 3 CCI OPA66R-LCUU-H4(14.4"wld Sect 15200 panel 3 Commecepe SBNHH-1D65A 16200 panel 3 Ericsson RRUS-11 15200 Mounting From 3 Round Sector From 152.00 60.O3 16200 Panel 12 Powerrwave All oathrein Scale naLGP2140X Panel 9 - 152.00panel 3 Ericsson RRUS E2 B29 15200 Panel 3 Ericsson RRUS 32 B2 15200 Panel 3 Ericsson RRUS 32 B30(60 lbs) Sect 3 15200 Panel 1 Raycap DC64t1.80.186F 16200 Panel 6 Kathrein 86010026 15200 Panel 1 Ravcao OC648-60-186F("Sauld 140.00 Panel 6 Kathrein 860 10026 40.03 140.00 Panel 6 Kathrein 80010504 140.00 Mounting From 3 Round Sector From 0 Whip 131.00 1 Side Arm Straight Nm 127.00 Dish 1 Gabriel GF2-180 Sect 2 1270Panel Panel 1 NEC 11&00 Dish 1 4'Dish wl/Ra Radome 109.00 Mounting Frame 1 Truss Mm �.� 109.00 Whip 1 Andrew DB80916E-XT 105.00 Panel 1 Til-Tek TA2304.2-DAB•L690 96.00 Stralght Arm 1 Round Side Arm 96.00 Dish 1 4'HP Dish 90.00 Dish 1 Andrew Microwaves VHLP2.5-18 Sect 1 90.00 Dish 1 Andrew Microwaves PX2F•52 wl R 90.00 Panel 1 Motorola PTP 600 90.00 Dish 1 Andrew VHLP1-23 90.00 panel 6 Dragonwave Horizon DUO 90.00 Dish 2 Andrew VHLP2.11 UpiiB 319.:3 k Moment '.'83.07 kidomzrt Ice 1,037.52 k-:t 90.00 Straight Arm 1 Clearwire Mount Vert 357.46 k Tot Darr. 54.37 k Tot Danr.los 203.75 k 86.00 Straight Arm 3 Clearwlre Mount Hors 35.85 k Tot Skew!4.27 k Tot SMsr Ice 10.73 k Job Information 1700.) Tower : 305035 Location:Salem MA 8,MA Code: ANSIITIA-222-G Shape ;Triangle Base Width: 18.00 ft 02007-2016byA7CIPLLC. AOdghtsmsewed. Client: AT&T Mobility Top Width:4.50 ft Sect 5 00.00 Panel 3 Mous LLPX31OR 86.00 Panel 3 Samsung FDD_R6_RRH 02.00 Dlah 1 4'Dish w/Radome 1r000 68.00 Whip 1 Andrew OB636C 68.00 Straight Mm 1 Round Side Mm 35.00 Panel 1 TI-Tek Th2324.LHCP(26 lb) Linear Appurtenance Sect s Bev(ft) From To Qty Description 130.00 0.000 167.00 3 3/8"Coax 0.000 167.00 12 16/8" Coax sect? 0.000 167.00 1 1 V4"Fiber 0.000 159.00 1 Wave Guide 120.OD 0.000 159.00 3 1518"HybriBex 0.000 159.006 1 5/8"Coax 0.000 159.00 12 1618 Coax 0.000 152.00 1 318"RET Control Cab 0.000 162.00 1 3"Conduit Sectio I 0.000 152.00 4 1618" Coax 0.000 152.00 8 16/8" Coax 0.000 152.00 2 0.78"8 ANG 6 103.00 0.000 162.00 2 0.76"8 PWG 6 0.000 162.00 2 0.39"Fiber Trunk m 0.000 140.00 1 Wave Guide W 0.000 140.00 1 318" Coax 0.000 140.00 12 16/8" Coax Sect 5 Q 0.000 131.00 1 7/8" Coax 0.000 127.00 2 0.41"LMR-400 0.000 118.00 1 EW90 &D.M 0.000 105.00 1 15/8"Coax 0.000 96.000 1 EW90 0.000 90.000 1 5/16"Coax 0.000 90.000 3 2"Conduit 0.000 90.000 9 1/2" Coax Sew 4 0.000 86.000 3 5/8"Coax 0.000 66.000 3 1/4"Coax 0.000 82.000 1 f W 9D 2+000 0.000 80.000 1 Wave Guide 0.000 68.000 1 718" Coax Sem 3 40.03 0 SACS 2 -'17.03 Sect 1 Uolift 315.03 k Moment 5,285 R7 kktorreot Ice 1,037.52 k ft Vert357.40 k Tot Dvnr. 54.37 k Tot Dw.c Ice 203.75k Har¢35.85 k Tot Sh, 54.27 k Tot Shear Ice 10.731K Site Number: 305035 Code: ANSVTIA-222-G 02007-2016byA1C/PLLC. AOrighlsresewed. Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3_01 8/1612016 11:15:49 AM Customer: AT&T Mobility Analysis Parameters Location: Essex County,MA Code: ANSVTIA-222-G Height(ft): 170 Shape: Triangle Base Elevation(ft): 0.00 Tower Manufacturer: Pirod Bottom Face Width(ft): 18.00 Tower Type: Self Support Top Face Width(ft): 4.50 Ice &Wind Parameters Structure Class: II Design Windspeed Without Ice: 105 m ph Exposure Category: B Design Windspeed With Ice: 40 m ph Topographic Category: 1 Operational Windspeed: 60 m ph Crest Height: 0.0 ft Design Ice Thickness: 1.00 in Seismic Parameters Analysis Method: Equivalent Modal Analysis&Equivalent Lateral Force Methods Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.10 TL(sec): 6 p: 1.3 Cs: 0.035 Ss: 0.236 S': 0.072 Cs,Max: 0.035 F,: 1.600 Fv: 2.400 Cs,Min: 0.030 Sa,: 0.252 Sal: 0.115 Load Cases 1.21)+1.6W Normal 105 mph Normal to Face with No Ice 1.21)+1.6W 60 deg 105 mph 60 degree with No Ice 1.21)+1.6W 90 deg 105 mph 90 degree with No Ice 0.913+1.6W Normal 105 mph Normal to Face with No Ice(Reduced DL) 0.91)+1.6W 60 deg 105 mph 60 deg with No Ice (Reduced DL) 0.91)+1.6W 90 deg 105 mph 90 deg with No Ice(Reduced DL) 1.2D+1.001+1.0Wi Normal 40 mph Normal with 1.00 in Radial Ice 1.21)+1.ODi+1.0Wi 60 deg 40 mph 60 degree with 1.00 in Radial Ice 1.21)+1.0Di+1.OWi 90 deg 40 mph 90 degree with 1.00 in Radial Ice (1.2+0.2Sds)`DL+ENormal Se ism is Norm al (1.2+0.2Sds)`DL+E60 deg Seismic 60 degree (1.2+0.2Sds)•DL+E90 deg Seismic 90 degree (0.9-0.2Sds)'DL+ENormal Seismic(Reduced DL)Normal (0.9-0.2Sds)•DL+E60 deg Seismic(Reduced DL)60 degree (0.9-0.2Sds)•DL+E90 deg Seismic(Reduced DL)90 degree 1.01)+1.0W Service Normal Serviceability-60 mph Wind Normal 1.01)+1.0W Service 60 deg Serviceability-60 mph Wind 60 degree 1.01)+1.OW Service 90 deg Serviceability-60 mph Wind 90 degree Page 1 Site Number: 305035 Code: ANSIITIA-222-G 02007-2016byATCIPLLC. Alldghrsla ed. Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3_01 8/16/2016 11:15:49 AM Customer: AT&T Mobility Tower Loading Discrete Appurtenance Properties 1.2D+COW Elevation Description Qty Wt. EPA Length Width Depth K. Orient Vert. M Q, F,(WL) P,(DL) (ft) (lb) (Sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (lb) (lb) 170.0 Lightning Rod 1 75 1.0 0.0 0.0 0.0 1.00 1.00 3.0 113.1 27.73 38 108 167.0 RFS ATMAA1412D- 3 13 1.0 1.0 10.0 4.0 0.80 0.50 0.0 0.0 27.45 45 56 167.0 Ericsson RRUS 11 3 51 2.8 1.6 17.0 7.2 0.80 0.67 0.0 0.0 27.45 167 219 167.0 Ericsson AIR 21, 3 83 6.1 4.7 12.0 8.0 0.80 0.86 0.0 0.0 27A5 466 359 167.0 Ericsson AIR 21, 3 82 6.1 4.7 12.1 7.9 0.80 0.85 0.0 0.0 27.45 464 352 167.0 Round Sector Frame 3 300 14A 0.0 0.0 0.0 0.75 0.75 0.0 0.0 27AS 907 1296 159.0 CSS DBC-7CAP 6 3 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 27.07 64 29 159.0 Alcatel-Lucent 1313 3 57 2.2 1.8 12.0 9.0 0.80 0.67 0.0 0.0 27.07 128 247 159.0 Alcatel-Lucent 3 55 2.2 1.8 12.0 9.5 0.80 0.67 0.0 0.0 27.07 130 238 159.0 RFS DB-B1-6C-1 2AB- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 27.07 50 31 159.0 RFS DB-B1.6C-12AB- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 27.07 50 31 159.0 Alcatel-Lucent 3 55 3.3 3.0 10.6 5.7 0.80 0.67 0.0 0.0 27.07 198 238 159.0 Andrew HBX- 3 19 5.2 6.2 6.5 3.3 0.80 0.81 0.0 0.0 27.07 375 81 159.0 Andrew HBX- 3 19 5.2 6.2 6.5 3.3 0.80 0.81 0.0 0.0 27.07 375 81 159.0 CSS X7080 3 20 5.6 4.2 12.5 7.0 0.80 0.81 0.0 0.0 27.07 398 86 159.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 27.07 895 1296 159.0 Amphenol Antel 3 68 17.6 7.9 20.7 7.4 0.80 0.72 0.0 0.0 27.07 1121 294 152.0 Kathrein 860 10025 6 1 0.2 0.6 2A 2.0 0.80 0.50 0.0 0.0 26.72 16 10 152.0 Powerwave Allgon 12 19 1.1 1.2 9.0 2.7 0.80 0.50 0.0 0.0 26.72 188 328 152.0 Raycap DC6-48-60- 1 20 1.1 2.0 9.7 9.7 0.80 1.00 0.0 0.0 26.72 32 29 152.0 Raycap DC6-48-60- 1 32 1.3 2.0 11.0 11.0 0.80 1.00 0.0 0.0 26.72 37 46 152.0 Ericsson RRUS 32 3 60 2.7 2.2 12.0 1.0 0.80 0.67 0.0 0.0 26.72 157 259 152.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.67 0.0 0.0 26.72 160 229 152.0 Ericsson RRUS E2 3 60 3.2 1.7 18.5 7.5 0.80 0.67 0.0 0.0 26.72 184 259 152.0 Ericsson RRUS-11 3 55 3.8 2.1 18.2 6.7 0.80 0.67 0.0 0.0 26.72 221 238 152.0 Kathrein Scala 800- 3 44 5.2 4.5 10.3 5.9 0.80 0.82 0.0 0.0 26.72 369 191 152.0 Commscope SBNHH- 3 34 5.9 4.6 11.9 7.1 0.80 0.83 0.0 0.0 26.72 426 145 152.0 CCIOPA-65R-LCUU- 3 57 5.9 4.0 14A 7.3 0.80 0.78 0.0 0.0 26.72 404 246 152.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 26.72 883 1296 140.0 Kathrein 860 10025 6 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.0 26.10 15 10 140.0 Kathrein 800 10504 6 18 3.3 4.5 6.1 2.7 0.80 0.78 0.0 0.0 26.10 444 152 140.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 26.10 863 1296 131.0 10'Omni 1 25 3.0 10.0 3.0 3.0 1.00 1.00 5.0 528.1 25.89 106 36 131.0 Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.0 25.61 181 216 127.0 NEC Nike 155 1 9 0.9 0.8 9.5 4.9 1.00 0.50 0.0 0.0 25.38 15 13 127.0 Gabriel GF2-180 1 23 5.5 2.1 24.7 24.7 1.00 1.00 0.0 0.0 25.38 191 33 118.0 4' Dish w/Radome 1 120 10.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 24.86 367 173 109.0 Andrew DB809TSE- 1 24 3.0 10.0 3.0 3.0 1.00 1.00 5.0 502.1 24.61 100 35 109.0 Truss Arm 1 300 14A 0.0 0.0 0.0 1.00 1.00 0.0 0.0 24.30 476 432 105.0 Til-Tek TA-2304-2- 1 8 2.9 3.3 6.5 8.0 1.00 1.00 0.0 0.0 24.04 94 12 96.00 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.0 23.43 166 216 96.00 4'HP Dish 1 170 15.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 23.43 505 245 90.00 Dragonwave Horizon 6 7 0.2 0.4 7.5 7.5 0.80 0.50 0.0 0.0 23.01 15 60 90.00 Motorola PTP 600 1 9 1.2 1.0 12.2 4.1 0.80 0.50 0.0 0.0 23.01 16 13 90.00 Andrew VHLP1-23 1 14 1.6 1.3 15.3 8.7 0.80 1.00 0.0 0.0 23.01 40 20 90.00 Andrew Microwaves 1 18 2.7 2.0 0.0 0.0 0.80 1.00 0.0 0.0 23.01 68 26 90.00 Andrew VHLP2-11 2 27 4.7 2.2 26.1 13.2 0.80 1.00 0.0 0.0 23.01 234 78 90.00 Andrew Microwaves 1 48 8.4 2.9 0.0 0.0 0.80 1.00 0.0 0.0 23.01 211 69 90.00 Clearwire Mount 1 40 8.5 0.0 0.0 0.0 1.00 1.00 0.0 0.0 23.01 266 58 86.00 Samsung 3 33 1.5 1.3 11.6 5.0 0.80 0.50 0.0 0.0 22.71 57 143 86.00 Clearwire Mount 3 40 1.6 0.0 0.0 0.0 1.00 1.00 0.0 0.0 22.71 151 173 86.00 Argus LLPX31 OR 3 29 4.3 3.5 11.8 4.5 0.80 0.73 0.0 0.0 22.71 232 124 82.00 4' Dish w/Radome 1 120 10.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 22.40 331 173 68.00 Andrew OB636C 1 30 2.4 9.5 2.5 2.5 1.00 1.00 5.0 349.2 21.67 70 43 Page 2 Site Number: 305035 Code: ANSI/TIA-222-G 02007-2016byATCIPLLC. Alldghtsre ed. Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3_01 8/16/2016 11:15:49 AM Customer: AT&T Mobility Tower Loading 68.00 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 0.67 0.0 0.0 21.23 101 216 35.00 Til-Tek TA-2324- 1 26 6.1 2.2 26.0 12.0 1.00 1.00 0.0 0.0 17.56 147 37 Totals 143 8622 627.5 Discrete Appurtenance Properties 0.9D+1.6w Elevation Description Qty Wt EPA Length Width Depth K. Orient. Vert Mu Q, F,(WL) P,(DL) (ft) (lb) (sf) (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (par) (lb) (lb) 170.0 Lightning Rod 1 75 1.0 0.0 0.0 0.0 1.00 1.00 3.0 113.1 27.73 38 61 167.0 RFSATMAA1412D- 3 13 1.0 1.0 10.0 4.0 0.80 0.50 0.0 0.0 27.45 45 32 167.0 Ericsson RRUS 11 3 51 2.8 1.6 17.0 7.2 0.80 0.67 0.0 0.0 27.45 167 123 167.0 EricssonAIR21, 3 83 6.1 4.7 12.0 8.0 0.80 0.86 0.0 0.0 27AS 466 202 167.0 EricssonAIR21, 3 82 6.1 4.7 12.1 7.9 0.80 0.85 0.0 0.0 27.45 464 198 167.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 27.45 907 729 159.0 CSS DBC-7CAP 6 3 0.7 0.6 10A 1.9 0.80 0.50 0.0 0.0 27.07 64 16 159.0 Alcatel-Lucent B13 3 57 2.2 1.8 12.0 9.0 0.80 0.67 0.0 0.0 27.07 128 139 159.0 Alcatel-Lucent 3 55 2.2 1.8 12.0 9.5 0.80 0.67 0.0 0.0 27.07 130 134 159.0 RFS DB-BI-6C-12AB- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 27.07 50 17 159.0 RFS DB-BI-6C-I2AB- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 27.07 50 17 159.0 Alcatel-Lucent 3 55 3.3 3.0 10.6 5.7 0.80 0.67 0.0 0.0 27.07 198 134 159.0 Andrew HBX- 3 19 5.2 6.2 6.5 3.3 0.80 0.81 0.0 0.0 27.07 375 45 159.0 Andrew HBX- 3 19 5.2 6.2 6.5 3.3 0.80 0.81 0.0 0.0 27.07 375 45 159.0 CSS VC-480 3 20 5.6 4.2 12.5 7.0 0.80 0.81 0.0 0.0 27.07 398 49 159.0 Round Sector Frame 3 300 14A 0.0 0.0 0.0 0.75 0.75 0.0 0.0 27.07 895 729 159.0 AmphenolAntel 3 68 17.6 7.9 20.7 7A 0.80 0.72 0.0 0.0 27.07 1121 165 152.0 Kathrein 860 10025 6 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.0 26.72 16 6 152.0 Powerwave Allgon 12 19 1.1 1.2 9.0 2.7 0.80 0.50 0.0 0.0 26.72 188 185 152.0 Raycap DC648-60- 1 20 1.1 2.0 9.7 9.7 0.80 1.00 0.0 0.0 26.72 32 16 152.0 Raycap DC648-60- 1 32 1.3 2.0 11.0 11.0 0.80 1.00 0.0 0.0 26.72 37 26 152.0 Ericsson RRUS 32 3 60 2.7 2.2 12.0 1.0 0.80 0.67 0.0 0.0 26.72 157 146 152.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.67 0.0 0.0 26.72 160 129 152.0 Ericsson RRUS E2 3 60 3.2 1.7 18.5 7.5 0.80 0.67 0.0 0.0 26.72 184 146 152.0 Ericsson RRUS-11 3 55 3.8 2.1 18.2 6.7 0.80 0.67 0.0 0.0 26.72 221 134 152.0 Kathrein Scala 800- 3 44 5.2 4.5 10.3 5.9 0.80 0.82 0.0 0.0 26.72 369 107 152.0 Commscope SBNHH- 3 34 5.9 4.6 11.9 7.1 0.80 0.83 0.0 0.0 26.72 426 81 152.0 CCIOPA-65R-LCUU- 3 57 5.9 4.0 14A 7.3 0.80 0.78 0.0 0.0 26.72 404 139 152.0 Round Sector Frame 3 300 14A 0.0 0.0 0.0 0.75 0.75 0.0 0.0 26.72 883 729 140.0 Kathrein 86010025 6 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.0 26.10 15 6 140.0 Kathrein 80010504 6 18 3.3 4.5 6.1 2.7 0.80 0.78 0.0 0.0 26.10 444 86 140.0 Round Sector Frame 3 300 14A 0.0 0.0 0.0 0.75 0.75 0.0 0.0 26.10 863 729 131.0 10'Omni 1 25 3.0 10.0 3.0 3.0 1.00 1.00 5.0 528.1 25.89 106 20 131.0 Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.0 25.61 181 122 127.0 NEC Nlite 155 1 9 0.9 0.8 9.5 4.9 1.00 0.50 0.0 0.0 25.38 15 7 127.0 Gabriel GF2-180 1 23 5.5 2.1 24.7 24.7 1.00 1.00 0.0 0.0 25.38 191 19 118.0 4'Dish w/Radome 1 120 10.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 24.86 367 97 109.0 Andrew DB809T6E- 1 24 3.0 10.0 3.0 3.0 1.00 1.00 5.0 502.1 24.61 100 19 109.0 Truss Arm 1 300 14.4 0.0 0.0 0.0 1.00 1.00 0.0 0.0 24.30 476 243 105.0 Til-Tek TA-2304-2- 1 8 2.9 3.3 6.5 8.0 1.00 1.00 0.0 0.0 24.04 94 6 96.00 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.0 23.43 166 122 96.00 4'HP Dish 1 170 15.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 23.43 505 138 90.00 Dragonwave Horizon 6 7 0.2 0.4 7.5 7.5 0.80 0.50 0.0 0.0 23.01 15 34 90.00 Motorola PTP 600 1 9 1.2 1.0 12.2 4.1 0.80 0.50 0.0 0.0 2301 16 7 90.00 Andrew VHLPI-23 1 14 1.6 1.3 15.3 8.7 0.80 1.00 0.0 0.0 23.01 40 11 90.00 Andrew Microwaves 1 18 2.7 2.0 0.0 0.0 0.80 1.00 0.0 0.0 23.01 68 15 90.00 Andrew VHLP2-11 2 27 4.7 2.2 26.1 13.2 0.80 1.00 0.0 0.0 23.01 234 44 90.00 Andrew Microwaves 1 48 8.4 2.9 0.0 0.0 0.80 1.00 0.0 0.0 23.01 211 39 Page 3 1 Site Number: 305035 Code: ANSIITIA-222-G 02007-2016byATCIPLLC. A#gghtsreserved. Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3_01 8/1611016 11:15:49 AM Customer: AT&T Mobility Tower Loading 90.00 Clearwire Mount 1 40 8.5 0.0 0.0 0.0 1.00 1.00 0.0 0.0 23.01 266 32 86.00 Samsung 3 33 1.5 1.3 11.6 5.0 0.80 0.50 0.0 0.0 22.71 57 80 86.00 Clearwire Mount 3 40 1.6 0.0 0.0 0.0 1.00 1.00 0.0 0.0 22.71 151 97 86.00 Argus LLPX310R 3 29 4.3 3.5 11.8 4.5 0.80 0.73 0.0 0.0 22.71 232 69 82.00 4'Dish w/Radome 1 120 10.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 22.40 331 97 68.00 Andrew DB636C 1 30 2.4 9.5 2.5 2.5 1.00 1.00 5.0 349.2 21.67 70 24 68.00 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 0.67 0.0 0.0 21.23 101 122 35.00 Til-Tek TA-2324- 1 26 6.1 2.2 26.0 12.0 1.00 1.00 0.0 0.0 17.56 147 21 Totals 143 6622 627.5 Discrete Appurtenance Properties 1.2D+1.ODi+1.Owi Elevation Description Qty Ice Wt Ice EPA Length Width Depth K. Orient. Vert. M„ Q� F.(WL) P,(DL) (ft) (lb) (sf) (ft) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (lb) (lb) 170.0 Lightning Rod 1 145 1.5 0.0 0.0 0.0 1.00 1.00 3.0 15.1 4.02 5 192 167.0 RFS ATMAA1412D• 3 25 1.9 1.0 10.0 4.0 0.60 0.50 0.0 0.0 3.98 8 100 167.0 Ericsson RRUS 11 3 176 3.7 1.6 17.0 7.2 0.80 0.67 0.0 0.0 3.98 20 670 167.0 Ericsson AIR 21, 3 325 7.6 4.7 12.0 8.0 0.80 0.86 0.0 0.0 3.98 53 1230 167.0 Ericsson AIR 21, 3 324 7.6 4.7 12.1 7.9 0.80 0.85 0.0 0.0 3.98 53 1223 167.0 Round Sector Frame 3 795 36.7 0.0 0.0 0.0 0.75 0.75 0.0 0.0 3.98 209 3077 159.0 CSS DBC-7CAP 6 36 1.1 0.6 10.4 1.9 0.80 0.50 0.0 0.0 3.93 9 266 159.0 Alcatel-Lucent 613 3 177 3.0 1.8 12.0 9.0 0.80 0.67 0.0 0.0 3.93 16 677 159.0 Alcatel-Lucent 3 150 3.6 1.8 12.0 9.5 0.80 0.67 0.0 0.0 3.93 19 581 159.0 RFS DB-BI-6C-12AB- 1 157 3.4 1.6 15.7 10.3 0.80 0.67 0.0 0.0 3.93 6 194 159.0 RFS DB-B1-6G12AB- 1 157 3.4 1.6 15.7 10.3 0.80 0.67 0.0 0.0 3.93 6 194 159.0 Alcatel-Lucent 3 196 4.4 3.0 10.6 5.7 0.80 0.67 0.0 0.0 3.93 24 744 159.0 Andrew HBX- 3 197 7.0 6.2 6.5 3.3 0.80 0.81 0.0 0.0 3.93 45 722 159.0 Andrew HBX- 3 197 7.0 6.2 6.5 3.3 0.80 0.81 0.0 0.0 3.93 45 722 159.0 CSS X7C-480 3 236 7.0 4.2 12.5 7.0 0.80 0.81 0.0 0.0 3.93 45 864 159.0 Round Sector Frame 3 795 36.7 0.0 0.0 0.0 0.75 0.75 0.0 0.0 3.93 207 3077 159.0 AmphenolAntel 3 587 20.1 7.9 20.7 7.4 0.80 0.72 0.0 0.0 3.93 116 2162 152.0 Kathrein 860 10025 6 19 0.5 0.6 2.4 2.0 0.80 0.50 0.0 0.0 3.88 4 138 152.0 Powerwave Allgon 12 70 1.7 1.2 9.0 2.7 0.80 0.50 0.0 0.0 3.88 27 1065 152.0 Raycap DCG-48-60- 1 137 2.8 2.0 9.7 9.7 0.80 1.00 0.0 0.0 3.88 7 170 152.0 Raycap DC6-48-60- 1 166 3.1 2.0 11.0 11.0 0.80 1.00 0.0 0.0 3.88 8 207 152.0 Ericsson RRUS 32 3 146 3.7 2.2 12.0 1.0 0.80 0.67 0.0 0.0 3.88 19 570 152.0 Ericsson RRUS 32 B2 3 181 3.7 2.3 12.1 7.0 0.80 0.67 0.0 0.0 3.88 20 690 152.0 Ericsson RRt1S E2 3 198 4.1 1.7 18.5 7.5 0.80 0.67 0.0 0.0 3.88 22 756 152.0 Ericsson RRUS-11 3 207 4.9 2.1 18.2 6.7 0.80 0.67 0.0 0.0 3.88 26 784 152.0 Kathrein Scala 800- 3 241 6.6 4.5 10.3 5.9 0.80 0.82 0.0 0.0 3.88 43 899 152.0 Commscope SBNHH- 3 261 7.4 4.6 11.9 7.1 0.80 0.83 0.0 0.0 3.88 48 963 152.0 CCI OPA-65R-LCUtI- 3 284 7.4 4.0 14.4 7.3 0.80 0.78 0.0 0.0 3.88 45 1063 152.0 Round Sector Frame 3 795 36.7 0.0 0.0 0.0 0.75 0.75 0.0 0.0 3.88 204 3077 140.0 Kathrein 860 10025 6 18 0.5 0.6 2.4 2.0 0.80 0.50 0.0 0.0 3.79 4 134 140.0 Kathrein 800 10504 6 138 4.6 4.5 6.1 2.7 0.80 0.76 0.0 0.0 3.79 56 1018 140.0 Round Sector Frame 3 788 36.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 3.79 198 3053 131.0 10'Omni 1 225 6.6 10.0 3.0 3.0 1.00 1.00 5.0 106.1 3.76 21 276 131.0 Side Arm 1 247 8.8 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.72 28 332 127.0 NEC Mite 155 1 55 1.3 0.8 9.5 4.9 1.00 0.50 0.0 0.0 3.68 2 69 127.0 Gabriel GF2-180 1 67 7.7 2.1 24.7 24.7 1.00 1.00 0.0 0.0 3.68 24 86 118.0 4'Dish w/Radome 1 534 12.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 3.61 40 669 109.0 Andrew DB809T6E- 1 217 6.6 10.0 3.0 3.0 1.00 1.00 5.0 99.9 3.57 20 266 109.0 Truss Arm 1 776 35.8 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.53 107 1004 105.0 Til-Tek TA-2304-2- 1 135 3.4 3.3 6.5 8.0 1.00 1.00 0.0 0.0 3.49 10 163 96.00 Round Side Arm 1 243 8.6 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.40 25 327 96.00 4'HP Dish 1 575 18.8 4.0 48.0 0.0 1.00 1.00 0.0 0.0 3.40 54 731 Page 4 Site Number: 305035 Code: ANSIITIA-222-G 02007-2016byATCIPLLC. AOdghtsr ewed. Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3_01 8/16/2016 11:15:49 AM Customer: AT&T Mobility Tower Loading 90.00 Dragonwave Horizon 6 40 0.7 0.4 7.5 7.5 0.80 0.50 0.0 0.0 3.34 4 301 90.00 Motorola PTP 600 1 66 1.9 1.0 12.2 4.1 0.80 0.50 0.0 0.0 3.34 2 81 90.00 Andrew VHLP1-23 1 59 2.6 1.3 15.3 8.7 0.80 1.00 0.0 0.0 3.34 6 74 90.00 Andrew Microwaves 1 130 3.7 2.0 0.0 0.0 0.80 1.00 0.0 0.0 3.34 8 160 90.00 Andrew VHLP2-11 2 135 6.3 2.2 26.1 13.2 0.80 1.00 0.0 0.0 3.34 29 337 90.00 Andrew Microwaves 1 266 10.6 2.9 0.0 0.0 0.80 1.00 0.0 0.0 3.34 24 331 90.00 Clearwire Mount 1 82 17.5 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.34 50 109 86.00 Samsung 3 62 2.9 1.3 11.6 5.0 0.80 0.50 0.0 0.0 3.30 10 248 86.00 Clearwire Mount 3 100 3.1 0.0 0.0 0.0 1.00 1.00 0.0 0.0 3.30 26 388 86.00 Argus LLPX31 OR 3 174 5.5 3.5 11.8 4.5 0.80 0.73 0.0 0.0 3.30 27 647 82.00 4'Dish wt Radome 1 515 12.8 4.0 48.0 0.0 1.00 1.00 0.0 0.0 3.25 35 647 68.00 Andrew DB636C 1 185 5.8 9.5 2.5 2.5 1.00 1.00 5.0 77.1 3.14 15 229 68.00 Round Side Arm 1 241 8.6 0.0 0.0 0.0 1.00 0.67 0.0 0.0 3.08 15 325 35.00 Til-Tek TA-2324- 1 118 8.0 2.2 26.0 12.0 1.00 1.00 0.0 0.0 2.55 17 148 Totals 143 30968 1079.0 Discrete Appurtenance Properties 1.01)+1.0W Service Sevation Description Qty Wt. EPA Length Width Depth K. Orient VerL M. Q. F,(WL) P,(DL) (ft) (lb) (sf) (ft) (in) (in) Factor Ecc.(ft) (lb-ft) (psf) (lb) (lb) 170.0 Lightning Rod 1 75 1.0 0.0 0.0 0.0 1.00 1.00 3.0 23.1 9.05 8 75 167.0 RFS ATMAA1412D- 3 13 1.0 1.0 10.0 4.0 0.80 0.50 0.0 0.0 8.96 9 39 167.0 Ericsson RRUS 11 3 51 2.8 1.6 17.0 7.2 0.80 0.67 0.0 0.0 8.96 34 152 167.0 Ericsson AIR 21, 3 83 6.1 4.7 12.0 8.0 0.80 0.86 0.0 0.0 8.96 95 249 167.0 Ericsson AIR 21, 3 82 6.1 4.7 12.1 7.9 0.80 0.85 0.0 0.0 8.96 95 245 167.0 Round Sector Frame 3 300 14A 0.0 0.0 0.0 0.75 0.75 0.0 0.0 8.96 185 900 159.0 CSS DBC-7CAP 6 3 0.7 0.6 10.4 1.9 0.80 0.50 0.0 0.0 8.84 13 20 159.0 Alcatel-Lucent 613 3 57 2.2 1.8 12.0 9.0 0.80 0.67 0.0 0.0 8.84 26 172 159.0 Alcatel-Lucent 3 55 2.2 1.8 12.0 9.5 0.80 0.67 0.0 0.0 8.84 27 165 159.0 RFS DB-BI-6C-12AB- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 8.84 10 21 159.0 RFS DB-BI-6C-12AB- 1 21 2.5 1.6 15.7 10.3 0.80 0.67 0.0 0.0 8.84 10 21 159.0 Alcatel-Lucent 3 55 3.3 3.0 10.6 5.7 0.80 0.67 0.0 0.0 8.84 40 165 159.0 Andrew HBX- 3 19 5.2 6.2 6.5 3.3 0.80 0.81 0.0 0.0 8.84 77 56 159.0 Andrew HBX- 3 19 5.2 6.2 6.5 3.3 0.80 0.81 0.0 0.0 8.84 77 56 159.0 CSS X7C-480 3 20 5.6 4.2 12.5 7.0 0.80 0.81 0.0 0.0 8.84 81 60 159.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 8.84 183 900 159.0 AmphenolArdel 3 68 17.6 7.9 20.7 7.4 0.80 0.72 0.0 0.0 8.84 229 204 152.0 Kathrein 66010025 6 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.0 8.73 3 7 152.0 Powerwave Allgon 12 19 1.1 1.2 9.0 2.7 0.80 0.50 0.0 0.0 8.73 38 228 152.0 Raycap DC648-60- 1 20 1.1 2.0 9.7 9.7 0.80 1.00 0.0 0.0 8.73 7 20 152.0 Raycap DC648.60- 1 32 1.3 2.0 11.0 11.0 0.80 1.00 0.0 0.0 8.73 8 32 152.0 Ericsson RRUS 32 3 60 2.7 2.2 12.0 1.0 0.80 0.67 0.0 0.0 8.73 32 180 152.0 Ericsson RRUS 32 B2 3 53 2.7 2.3 12.1 7.0 0.80 0.67 0.0 0.0 8.73 33 159 152.0 Ericsson RRUS E2 3 60 3.2 1.7 18.5 7.5 0.80 0.67 0.0 0.0 6.73 38 180 152.0 Ericsson RRUS-11 3 55 3.8 2.1 18.2 6.7 0.80 0.67 0.0 0.0 8.73 45 165 152.0 Kathrein Scala 800- 3 44 5.2 4.5 10.3 5.9 0.80 0.82 0.0 0.0 8.73 75 132 152.0 Commscope SBNHH- 3 34 5.9 4.6 11.9 7.1 0.80 0.83 0.0 0.0 8.73 87 101 152.0 CCIOPA-65R-LCULL 3 57 5.9 4.0 14A 7.3 0.80 0.78 0.0 0.0 8.73 82 171 152.0 Round Sector Frame 3 300 14A 0.0 0.0 0.0 0.75 0.75 0.0 0.0 8.73 180 900 140.0 Kathrein 860 10025 6 1 0.2 0.6 2.4 2.0 0.80 0.50 0.0 0.0 8.52 3 7 140.0 Kathrein 800 10504 6 18 3.3 4.5 6.1 2.7 0.80 0.78 0.0 0.0 8.52 91 106 140.0 Round Sector Frame 3 300 14A 0.0 0.0 0.0 0.75 0.75 0.0 0.0 8.52 176 900 131.0 10'Omni 1 25 3.0 10.0 3.0 3.0 1.00 1.00 5.0 107.8 SA5 22 25 131.0 Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.0 8.36 37 150 127.0 NEC Nlite 155 1 9 0.9 0.8 9.5 4.9 1.00 0.50 0.0 0.0 8.29 3 9 127.0 Gabriel GF2-180 1 23 5.5 2.1 24.7 24.7 1.00 1.00 0.0 0.0 8.29 39 23 Page 5 Site Number: 305035 Code: ANSIITIA-222-G 02007-2016byATCIPUC. 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Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3_01 8/16/2016 11:15:49 AM Customer: AT&T Mobility Tower Loading 118.0 4'Dish w/Radome 1 120 10.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 8.12 75 120 109.0 Andrew DB809T6E- 1 24 3.0 10.0 3.0 3.0 1.00 1.00 5.0 102.5 8.04 20 24 109.0 Truss Arm 1 300 14.4 0.0 0.0 0.0 1.00 1.00 0.0 0.0 7.93 97 300 105.0 Til-Tek TA-2304-2- 1 8 2.9 3.3 6.5 8.0 1.00 1.00 0.0 0.0 7.85 19 8 96.00 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 1.00 0.0 0.0 7.65 34 150 96.00 4'HP Dish 1 170 15.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 7.65 103 170 90.00 Dragonwave Horizon 6 7 0.2 0.4 7.5 7.5 0.80 0.50 0.0 0.0 7.51 3 42 90.00 Motorola PTP 600 1 9 1.2 1.0 122 4.1 0.80 0.50 0.0 0.0 7.51 3 9 90.00 Andrew VHLP7-23 1 14 1.6 1.3 15.3 8.7 0.80 1.00 0.0 0.0 7.51 8 14 90.00 Andrew Microwaves 1 18 2.7 2.0 0.0 0.0 0.80 1.00 0.0 0.0 7.51 14 18 90.00 Andrew VHLP2-11 2 27 4.7 2.2 26.1 13.2 0.80 1.00 0.0 0.0 7.51 48 54 90.00 Andrew Microwaves 1 48 8.4 2.9 0.0 0.0 0.80 1.00 0.0 0.0 7.51 43 48 90.00 Clearwire Mount 1 40 8.5 0.0 0.0 0.0 1.00 1.00 0.0 0.0 7.51 54 40 86.00 Samsung 3 33 1.5 1.3 11.6 5.0 0.80 0.50 0.0 0.0 7.41 12 99 86.00 Clearwire Mount 3 40 1.6 0.0 0.0 0.0 1.00 1.00 0.0 0.0 7.41 31 120 86.00 Argus LLPX31 OR 3 29 4.3 3.5 11.8 4.5 0.80 0.73 0.0 0.0 7.41 47 86 82.00 4'Dish w/Radome 1 120 10.9 4.0 48.0 0.0 1.00 1.00 0.0 0.0 7.31 67 120 68.00 Andrew DB636C 1 30 2.4 9.5 2.5 2.5 1.00 1.00 5.0 71.3 7.08 14 30 68.00 Round Side Arm 1 150 5.2 0.0 0.0 0.0 1.00 0.67 0.0 0.0 6.93 21 150 35.00 Til-Tek TA-2324- 1 26 6.1 2.2 26.0 12.0 1.00 1.00 0.0 0.0 5.74 30 26 Totals 143 8622 627.5 Page 6 Site Number: 305035 Code: ANSI1TIA-222-G 82007-2016byATCIPLLC. 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Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3_01 8/16/2016 11:15:49 AM Customer: AT&T Mobility Tower Loading Linear Appurtenance Properties Bev Bev - Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (ft) Description Qty (in) (Ibfft) In Block races Arrangement Dia(in) Zone (in) Factor Override 0.00 167.0 1 1/4"Fiber 1 1.25 1.05 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 167.0 15/8" Coax 12 1.98 0.82 50 Lin App Block 0.00 N 0.00 1.00 0.00 0.00 167.0 3/8"Coax 3 0.44 0.08 0 2 Individual 0.00 N 1.00 1.00 0.00 0.00 159.0 1 5/8" Coax 12 1.98 0.82 0 2 Individual 0.00 N 1.00 1.00 0.00 0.00 159.0 15/8"Coax 6 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 159.0 15/8"HybriFlex 3 1.98 1.30 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 159.0 Wave Guide 1 1.75 6.00 0 2 Individual 0.00 N 1.00 1.00 0.00 0.00 152.0 0.39"Fiber Trunk 2 0.39 0.06 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 152.0 0.76"8AWG 6 2 0.76 0.53 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 152.0 0.78"8 AWG 6 2 0.78 0.59 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 152.0 15/8" Coax 8 1.98 0.82 50 Lin App Block 0.00 N 0.00 1.00 0.00 0.00 152.0 1 5/8" Coax 4 1.98 0.82 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 152.0 3"Conduit 1 3.50 7.58 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 152.0 3/8"RET Control 1 0.38 0.23 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 140.0 1 5/8" Coax 12 1.98 0.82 50 1 Block 0.00 N 0.00 1.00 0.00 0.00 140.0 3/8" Coax 1 0.44 0.08 0 1 Individual 0.00 N 1.00 1.00 0.00 0.00 140.0 Wave Guide 1 1.75 6.00 0 1 Individual 0.00 N 1.00 1.00 0.00 0.00 131.0 7/8" Coax 1 1.09 0.33 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 127.0 0.41"LMR400 2 0.41 0.07 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 118.0 EW90 1 1.32 0.32 0 1 Individual 0.00 N 1.00 1.00 0.00 0.00 105.0 1 518"Coax 1 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 96.00 EW90 1 1.32 0.32 100 1 Individual 0.00 N 1.00 1.00 0.00 0.00 90.00 1/2" Coax 9 0.63 0.15 0 3 Individual 0.00 N 1.00 1.00 0.01 0.00 90.00 2"Conduit 3 2.38 3.65 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 90.00 5/16"Coax 1 0.31 0.05 0 3 Individual 0.00 N 1.00 1.00 0.01 0.00 86.00 1/4"Coax 3 0.34 0.06 0 3 Individual 0.00 N 1.00 1.00 0.01 0.00 86.00 5/8"Coax 3 0.86 0.15 0 3 Individual 0.00 N 1.00 1.00 0.01 0.00 82.00 EW90 1 1.32 0.32 0 2 Individual 0.00 N 1.00 1.00 0.00 0.00 80.00 Wave Guide 1 2.00 6.00 0 3 Individual 0.00 N 1.00 1.00 0.00 0.00 68.00 7/8" Coax 1 1.09 0.33 0 Lin App Individual 0.00 N 1.00 1.00 0.01 0.00 35.00 7/8"Coax 1 1.09 0.33 0 Lin App Individual 0.00 N 1.00 1.00 0.01 Page 7 Site Number: 305035 Code: ANSIITIA-222-G @2007-2016byATCIPLLC. 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Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3_01 8/1612016 11:15:49 AM Customer: AT&T Mobility Force/Stress Summary Section: 1 U18 Bot Elev(ft): 0.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% Py Phic Pn Num Num phiRnv phiFtn Use Max Com pression Member (kip) Load Case (ft) X Y Z IO-/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 2" -347.77 1.2D+1.6W 10.02 100 100 100 24.4 50.0 405.83 0 0 0.00 0.00 85 Member X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 -9.55 1.2D+1.6W 20.15 50 50 50 152.1 35.7 18.94 1 1 49.70 34.80 50 Member Z Shear Bear Pu Fy Fu Phil Pn Num Num phitmv phifin Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD2" 311.76 0.9D+1.6W 60 50 65 423.90 0 0 0.00 0.00 73 Member HOPoZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-4X4X0.25 8.55 1.2D+1.6W 60 36 58 52.08 1 1 49.70 21.32 40 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 289.58 0.90+1.6W 60 0.00 0 0 Top Compression 323.83 1.2D+1.6W 0.00 0 Bot Tens ion 321.05 0.9D+1.6W 60 697.74 46 6 11/4"A687 Bot Compression 358.06 1.2D+1.6W 0.00 0 Section: 2 U16 Bot Elev(ft): 20.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% Py Phic Pn Num Num phiRnvphiRn Use Max Compression Mem bar (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.75"Fl -314.59 1.2D+1.6W 10.02 100 100 100 26.1 50.0 413.53 0 0 0.00 0.00 76 Member X HOW 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.3125 -9.16 1.2D+1.6W 90 18.44 50 50 50 187.9 36.0 11.39 1 1 31.81 34.80 80 Member Z Shear Bear Pu Fy Fu Phil Pn Num Num pmrmv phiM Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) /, Controls LEG 12B-12"BD 1.75"Fl 279.27 1.2D+1.6W 60 50 65 434.70 0 0 0.00 0.00 64 Member HOW 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.3125 8.71 1.2D+1.6W 90 36 58 46.60 1 1 31.81 21.21 41 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 256.99 0.9D+1.6W 60 0.00 0 0 Top Compression 286.15 1.2D+1.6W 0.00 0 Bot Tension 289.58 0.9D+1.6W 60 327.12 89 6 1 A325 Bot Compression 323.83 1.2D+1.6W 0.00 0 Page 8 Site Number: 305035 Code: ANSIITIA-222-G 02007-2016byATCIPLLC. 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Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3 01 8116/2016 11:15:49 AM Customer: AT&T Mobility Force/Stress Summary Section: 3 U14 Bot Bev(ft): 40.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% Py Phic Pn Num Num phiRnv phiRn Use Max Com pression Mem bar (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.75' -275.69 1.2D+1.6W 9.77 100 100 100 25.3 50.0 309.57 0 0 0.00 0.00 89 Member X HOW 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3XO.3125 -8.62 1.2D+1.6W 90 16.64 50 50 50169.6 36.0 13.99 1 1 31.81 34.80 61 MerrberZ Shear Bear Pu Fy Fu Phit Pn Num Num phuery pnim Use Controls Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % LEG 12B-12"BD 1.75' 256.78 1.2D+1.6W 60 50 65 324.45 0 0 0.00 0.00 79 Member HOW 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3XO.3125 8.63 1.2D+1.6W 90 36 58 46.60 1 1 31.81 21.21 40 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (KIP) % Bolts Bolt Type Top Tension 224.69 0.9D+1.6W 60 0.00 0 0 Top Compression 247.55 1.2D+1.6W 0.00 0 Bot Tens ion 256.99 0.9D+1.6W 60 327.12 79 6 1A325 Bot Compression 286.15 1.2D+1.6W 0.00 0 Section: 4 U12 Bot Bev(ft): 60.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% Py Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 128-12"BD 1.75' -247.02 1.2D+1.6W 0.25 100 100 100 0.6 50.0 324.44 0 0 0.00 0.00 76 Member X HOFOZ 0.00 0.000 0 0 0 OA 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3XO.1875 -8.35 1.2D+1.6W 90 15.07 50 50 50151.7 36.0 10.70 1 1 31.81 20.88 78 Member Shear Bear Pu Fy Fu Phil Pn Num Num pn!Rnv pniim Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.75' 225.05 0.9D+1.6W 60 50 65 324.45 0 0 0.00 0.00 69 Member HOF1Z 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3XO.1875 8.13 1.2D+1.6W 90 36 58 28.68 1 1 31.81 12.72 63 Bolt Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tens ion 188.64 0.9D+1.6W 60 0.00 0 0 Top Com press ion 206.87 1.2D+1.6W 0.00 0 Bot Tension 224.69 0.9D+1.6W 60 327.12 69 6 1 A325 Bot Compression 247.55 1.2D+1.6W 0.00 0 Page 9 Site Number: 305035 Code: ANSI/TIA-222-43 02007-2016byATCIPLLC. 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Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3_01 8/16/2016 11:15:49 AM Customer: AT&T Mobility Force/Stress Summary Section: 5 U10 Bot Elev(ft): 80.00 Height(ft): 20.000 Shear Bear Pu Len Bracing% Py Phic Pn Num Num phiRnv phiRn Lisa Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BDt.S' -194.201.213+1.6W 10.02 100 100 100 30.3 50.0 222.99 0 0 0.00 0.00 87 MenborX HOW 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 -8.66 1.2D+1.6W 90 13.79 50 50 50138.9 36.0 12.77 1 1 31.81 20.88 67 Member Shear Bear Pu Fy Fu Phit Pn Num Num phiRnv phrRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.S' 177.64 0.9D+1.6W 60 50 65 238.50 0 0 0.00 0.00 74 Member HORZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1875 8.07 1.213+1.6W 90 36 58 28.68 1 1 31.81 12.72 63 Boll Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 147.50 0.9D+1.6W 60 0.00 0 0 Top Compression 162.34 1.2D+1.6W 0.00 0 Bot Tens ion 188.54 0.91)+1.6W 60 327.12 58 6 1A325 Bot Compression 206.87 1.2D+1.6W 0.00 0 Section: 6 U8 Bot Elev(ft): 100.0 Height(ft): 20.000 Shear Bear Pu Len Bracing% Py Phic Pn Num Num phiRnv phiRn Use Max Com pression Mem bar (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LECs 12B-12"BD1.5" -150.641.2D+1.6W 10.02 100 100 100 30.3 50.0 222.99 0 0 0.00 0.00 67 MerrberX HOW 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.SX2.5X0.1875 -7.66 1.2D+1.6W 90 12.50 50 50 50 151.6 36.0 8.87 1 1 31.81 20.88 86 Member Z Shear Bear PU Fy Fu Phit Pn Num Num phiRnv phrRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.5" 137.13 1.2D+1.6W 60 50 65 238.50 0 0 0.00 0.00 57 Member HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.5X2.5X0.1875 7.45 1.213+1.6W 90 36 58 22.55 1 1 31.81 12.72 58 Boft Bear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % .Bolts Bolt Type Top Tension 106.34 0.91)+1.6W 60 0.00 0 0 Top Compression 117.30 1.20+1.6W 0.00 0 Bot Tension 147.50 0.913+1.6W 60 327.12 45 6 1A325 Bot Compression 162.34 1.21)+1.6W 0.00 0 Page 10 Site Number: 305035 Code: ANSVTIA-222-G 02007-2016byATC1PLLC. 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Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3_01 8/16/2016 11:15:49 AM Customer: AT&T Mobility Force/Stress Summary Section: 7 U6 Bot Elev(ft): 120.0 Height(ft): 10.000 Shear Bear PU Len Bracing% Py Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y Z Ia/R (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD1.5" -102.901.213+1.6W 10.02 100 100 100 30.3 50.0 222.99 0 0 0.00 0.00 46 Member HOW 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.SX2.5X0.1875 -8.021.213+1.6W 11.41 50 50 50 138.4 36.0 10.64 1 1 31.81 20.88 75 Member Shear Bear Pu Fy Fu Phil Pn Num Num phiRnv phiRn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG 12B-12"BD 1.5" 93.57 1.213+1.611V 60 50 65 238.50 0 0 0.00 0.00 39 Member HOW 0.00 0 0 0.00 0 0 0.00 0.00 0 DIAG SAE-2.SX2.5X0.1875 7.43 1.213+1.6W 60 36 58 22.55 1 1 31.81 12.72 58 Bob Bear Pu phIRnt Use Num Max Splice Forces (kip) Load Case (kip) % Botts Bolt Type Top Tension 85.54 0.90+1.6W 60 0.00 0 0 Top Compression 95.03 1.213+1.6W 0.00 0 Bot Tens ion 106.34 0.9D+1.6W 60 327.12 33 6 1A326 Bot Compression 117.30 1.2D+1.6W 0.00 0 Section: 8 Hd.0 Bot Elev(ft): 130.0 Height(ft): 20.000 Shear Bear Pu Len Bracing% Py Phic Pn Num Num philtnv phiRn Use Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2 1W'SOLID -89.81 1.213+1.6W 2.44 100 100 100 52.0 50.0 146.82 0 0 0.00 0.00 61 Member X HOW SOL-7/8"SOLID -1.12 1.2D+1.6W 60 4.506 100 100 100 160.7 50.0 5.26 0 0 0.00 0.00 21 Member X DIAG SOL-718"SOLID -5.55 1.213+1.6W 90 5.530 50 50 50 136.5 50.0 7.29 0 0 0.00 0.00 76 Member X Shear Bear Pu FY Fu Phil Pn Num Num philely pnimn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Botts Holes (kip) (kip) % Controls LEG SOL-2 1/4"SOLID 86.25 0.913+1.6W 60 50 65 178.92 0 0 0.00 0.00 48 Member HOW SOL-7/8"SOLID 1.13 1.213+1.6W 50 65 27.06 0 0 0.00 0.00 4 Member DIAG SOL-7/8"SOLID 5.26 1.2D+1.6W 90 50 65 27.06 0 0 0.00 0.00 19 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 25.16 0.9D+1.6W 60 106.70 24 0 Top Com pression 30.50 1.213+1.6W 178.90 17 Bot Tens ion 85.54 0.913+1.6W 60 327.12 26 6 1A325 Bot Compression 95.03 1.213+1.6W 0.00 0 Page 11 Site Number: 305035 Code: ANSIITIA-222-G 02007-2016byATCIPLLC. 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Site Name: Salem MA 8,MA Engineering Number: OAA683788_C3_01 8/16/201611:15:49 AM Customer: AT&T Mobility Force/Stress Summary Section: 9 S-4.5 Bot Elev(ft): 150.0 Height(ft): 20.000 Shear Bear Pu Len Bracing% Ry Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X Y 2 KLIR (ksi) (kip) Botts Holes (kip) (kip) % Controls LEG SOL-2"SOLID -26.27 1.213+1.6W 2.44 100 100 100 58.5 50.0 110.08 0 0 0.00 0.00 23 Member X HOIOZ SOL-718"SOLID -1.31 1.21)+1.6W 4.500 100 100 100 160.5 50.0 5.27 0 0 0.00 0.00 24 Member X DIAG SOL-718"SOLID -4.92 1.213+1.6W 90 5.118 50 50 50 126.4 50.0 8.51 0 0 0.00 0.00 57 Member X Shear Bear Pu Fy Fu Phit Pn Num Num pniRnv phiRn Use Max Tens ion Me m be r (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) % Controls LEG SOL-2"SOLID 24.57 1.213+1.6W 60 50 65 141.37 0 0 0.00 0.00 17 Member HOW SOL-718"SOLID 1.31 1.21)+1.6W 60 50 65 27.06 0 0 0.00 0.00 4 Member DIAG SOL-718"SOLID 4.32 1.213+1.6W 50 65 27.06 0 0 0.00 0.00 15 Member Pu phiRnt Use Num Max Splice Forces (kip) Load Case (KIP) % Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 0.36 1.20+1.0Di+ 0.00 0 Bot Tens ion 25.16 0.913+1.6W 60 0.00 0 Bot Compression 30.50 1.2D+1.6W 0.00 0 Page 12 Initial Construction Control Document = To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Number: AT&T Wireless MA3057(BWE) Project Title: Salem Date: September 6,2016 Property Address: 0 Cain Road, Salem,MA 01970 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description:AT&T Wireless (LTE BWE)telecommunications site upgrade.XMU and DUS to be installed inside existing rack.(3)AT&T LTE antenna's to be mounted on existing pipe mast to reaplce existing. (3)RRH's to eb mounted to existing pipe mast to replace existing. I Derek J.Creaser, MA Registration Number: 49195 Expiration date: 6/30/18 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection Electrical X Other: Entire Project for the above named project and that to the best of my knowledge,information, and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Beresent at intervals appropriate to the sta a of construction to become generally familiar with the progress and Pg quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Cc of Document'. Enter in the space to the right a"wet"or o� DEREK J electronic signature and seal: CRE �y 5 Phone number: (978)557-5553 toy Hudson Design Group, LLC S7OAAt 1600 Osgood Lndg,Bldg 20N, Suite 3090 North Andover, MA 01845 Email: info@hudsondesigngroupllc.com Building Official Use Only Building Official Name: Permit No.: Dace: Version 06 11 2013 Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-104639 Cohstruction Supervisor KEITH F BARNARD k 69 HIGHLANDVIEW AVE NORTH ANDOVER MA 01845 �1 Expiration : Commissioner 03/0512018 Client#:703814 SITEACQU1 ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE121330120150/20/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: USI Insurance Services LLC PHONE $55 874-0123 C.No: A/C,No Ext 3 Executive Park Drive, Suite 300 E-MAIL ADDRESS: Bedford,NH 03110 INSURER(S)AFFORDING COVERAGE NAIC# 855 874-0123 INSURER A:Liberty Surplus Insurance Corpo 10725 INSURED INSURER B:Starr Indemnity&Liability COM 38318 Site Acquisitions, LLC INSURER c:Commerce&Industry Insurance C 19410 dba SAI Communications INSURER D:Hiscox Insurance Company Ltd 10200 27 Northwestern Drive Hanover Insurance Company 22292 INSURER : P Y Salem,NH 03079 INSURER FE: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRR TYPE OF INSURANCE ADDNSRLSUBR MD POLICY NUMBER POLICY MMIDOYIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY 100000327705 1/01/2016 01/01/2017 EACH OCCURRENCE $1,000,000 CLAIMS-MADE [X OCCUR PREMISES ERENTED occcu arca $300 000 X BI1PD Ded:25000 MED EXP(Any one person) $ PERSONAL B ADV INJURY $1,000,000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO- POLICY PRO-JECT F LOC PRODUCTS-COMP/OP AGG 32,000,000 OTHERS E AUTOMOBILE LIABILITYAWV697898707 1/01/2016 01/01/201 COMBINED SINGLE LIMIT 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Pefaccident) $ AUTOS AUTOS OWNED PROPERTY DAMAGE $ X HIRED AUTOS X AUTOS Per accident B UMBRELLALIAOX OCCUR 1000022407 1/01/2016 01/01/201 EACHOCCURRENCE $10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED I I RETENTION$ I $ C WORKERS COMPENSATION WC66180798 8/01/2015 08/01/2016 X PERTUTF OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? n NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 D Professional MPL105991915 8/01/2015 08/011201 $2MM/$2MM/$20,000 ded. Inland Marine IHV707584306 1/01/2016 01/01/201 $150,000/$2,500 ded. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) This certificate covers all operations usual and customary to the insured's business. Type of Insurance-Contractors Pollution Liability/Policy#G271002OA003/Company: Ace American Insurance Company; Term: 01/01/2016-01/01/2017; Limit$5,000,000 Each Pollution Condition/$10,000,000 General Aggregate/$5,000 Deductible. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION PROOF OF INSURANCE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) 1 of 2 The ACORD name and logo are registered marks of ACORD #S16982739/M16982464 BXFCA The Commonwealth of Massachusetts PnntFpm . r '= Department of IndustrialAccidents �[+t. Offtce of Investigations l 1 Congress Street,Suite 100 U�_ ,. Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (business/organintion/individual):Site Acquisitions,LLC d/b/a SAI Communications Address:27 Northwestern Drive City/State/Zip:Salem, NH 03079 Phone #:603.421.0470 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 115 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. E]Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition. [No workers' comp. insurance comp. insurance.t required.] - 5. ❑ We are a corporation and its t0.❑Electrical repairs or additions 3.El am a homeowner doing all work officers have exercised their 11.7 Plumbing repairs or additions myself [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no telecommunications employees. [No workers' 13.❑J Other comp. insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they ere doing all work and then hire outside contractors must submit anew affidavit indicating such. tContractors that check this box most attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Commerce&Industry Policy#or Self-ins.Lic.#:WC012851944 Expiration Date:8/1/2017 Job Site Address: City/State/Zip: _ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cern n6do,the ains and ena[ties o er'u that the to ormation provided above is true and correct. Signature: �"..:� ?� - nate Phone#•603.421.0470 Oficial use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: