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320 LAFAYETTE ST - BUILDING INSPECTION (2) The Commonwealth of Massachusetts Department of Public Safety Massachusetts State Building Code(780 CMR) 1 ^ Building Permit Application for any Building other than a One-or Two-Family Dwelling ^t ! (This 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) f 320 Lafayette Street,Salem,MA 1)1970 Park Towers No.and Street City/Town Zip Code Name of Building(if applicable) SECTION 2 PROPOSED WORK Edition of MA State Code used_gth_ If New Construction check here❑or check all that apply in the two rows below Existing Building❑ Repair❑ 1 Alteration ❑ 1 Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ 1 Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes C# No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No 11 Brief Description of Proposed Work: Replace existing screen wall with 8x9x8 stealth screen wall Install 3 antennas, replace existing (24) lines of 7/8" coax with (18)lines of coax and(3) fiber/hyrbid lines 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) ❑ N/A 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.) 47'roAP no Cha e Total Area(sq.fL)and Total Height(ft.) 72's[ealt encl sure n ch n e 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: ffigh Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1❑ I-2❑ 1-3❑ I-4❑ 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 6:CONSTRUCTION TYPE(Check as applicable) IA 111 HA HB ❑ MA IIIB ❑ 1 IV 11 VA VB 13 SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Supply: Flood Zone Information Sewage Disposal: Trench Permit: Debris Removal: Public CC Check if outside Flood Zone❑ Indicate municipal lx A trench will not be Licensed Disposal Site❑ Private 11or indentify Zone: N/A or on site system❑ required 0[or trench or specify: Carry offsite permit is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable R Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed C3Yes❑ or No IX Yes C$ 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: SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Ken Carpi PO Box 524 Lynn,MA 01970 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: Agent 781-596- 3377 _-_- Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Smartlink, LLC c/o Eric Kallio 85 Rangeway Rd. Suite 102,Bldg. 3 Billerica MA 01862 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 permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) If building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here 0 and skip Section 10.1- - 10.1 Registered Professional Responsible for Construction Control Daniel P.Hamm 978-557 -5553 daniel.phammnahudsondesignllc.com _40720 Name(Registrant) Telephone No. e-mail address Registration Number 1600 Osgood Street North Andover MA 01845 Civil 1/1/2017 Street Ad&ess— City/Town State Zip Discipline Expiration Date 10.2 General Contractor Aerial Company Name Kevin Cunningham CS-088703 Name of Person Responsible for Construction License No. and Type if Applicable 29 Hale Road Stow MA 01775 Street Address City/Town State Zip 508657- 1213 Telephone No. sines 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 13 No O SECTION IM CONSTRUCTION COSTS AND PERMIT FEE Them Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)_$ 2j.000 1.Building $ 25,000 Building Permit Fee=Total Construction Cost x 12(Insert here 2.Electrical $ appropriate municipal factor) 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$_113—(contact municipality) 5.Mechanical Other $ Enclose checka able to 6.Total Cost $ 25,000 P t ChSalem,lv1A (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this a lication i's true and accurat the best of my kno edge and understanding. r7 t K0. bi) Real Estate Specialist 978 808-8258 9/30/16 Please print and sign name Title Telephone No. Date 85 Rangeway Road,Suite 102,Building 3 Billerica MA 01862 Street Address City/Town State Zip Municipal Inspector to fill out this section upon application approval: Name Date 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. 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) 320 Lafayette Street Salem,MA 01970 Park Tnwerc 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 U Provider notified and Release obtained? Yes ❑ No ❑ Electricity Shut Off? Yes ❑ No Q 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 2 Foundation x 3 Structural x 4 Fire Suppression 5 Fire Alarm(may require repeaters) 6 HVAC x 7 Electrical 8 Plumbing include local connections x 9 Gas(Natural,Propane,Medical or other 10 Surveyed Site Plan(Utilities,Wetland,etc. 11 Specifications 12 Structural Peer Review 13 Structural Tests&Inspections Program x 14 Fire Protection Narrative Report x 15 Existing B ing Survey/Investigation 16 Energy Conservation Report x 17 Architectural Access Review 521 CMR 18 Workers Compensation Insurance x 19 Hazardous Material Mitigation Documentation x 20 Other(Specify) 21 Other(Specify) 22 Other(Specify) *Areas of Design or Construction for which plans 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 Daniel P Hamm 978-SW - 5554 daniel p hammaluidsnndesignllr rein nnoon Name(Registrant) Telephone No. e-mail address Registration Number 1600 Osgnnd Street North Andover MA 01845 Civil 1ill aw Street Address City/Town State Zip Discipline Expiration Date Kevin Cunningham 508 657 - 1213 CS-088701 Name(Registrant) Telephone No. e-mail address Registration Number 29 Hale Road Stow MA 01775 Const.Suov. 1019"17 Discipline Expiration Date Street Address Ci /Town State Zip Name(Registrant) Telephone No. e-mail address Registration Number Street Address Ci /Town State ZDiscipline Expiration Date i J gsmartlink October 5, 2016 Thomas J. St. Pierre, Inspectional Services Director City of Salem Inspectional Services 120 Washington Street, 3rd Floor . Salem, MA 01970 Dear Mr. St. Pierre, As a follow-up to the building permit application that was submitted last week for T- Mobile's equipment upgrade at 320 Lafayette Street in Salem, enclosed is a check for $275 pertaining to the building permit application fee. Please feel free to contact me if you have any questions at 978-808-8258 or by email at eric.kallio2smartlinkllc.com Sincerely, 4d Eric Kallio Real Estate Specialist Smartlink, LLC as agent for T-Mobile Northeast LLC 85 Rangeway Road • Suite 102, Building 3 • Billerica, MA 01862 p: 978.808.8258 •f: 978.334.0223 email: eric.kallio@smartlinklic.com I� 1, SITE NAME : BS200/PARK TOWERS NORTHEAST LLC 320 LAFAYETTE STREET CITCE:s lW =,SUME B NORTON.MA W7" DIRGE:15081 FAX:ISOBl2Bo-282a895 SALEM, MA 01970 T-MOBILE TECHNICIAN SITE SAFETY NOTES ESSEXCOUNTY LOCATION SPECIAL RESTRICTIONS @smartlink SECTOR A: ANTENNA/TMA ACCESS NOT PERMITTED SECTOR B: ANTENNA/TMA ACCESS NOT PERMITTED SMARTUNK 1997 ANNAPOLIS EXCHANGE PKWY 5UIIE 200 SECTOR C: ANTENNA/TMA ACCESS NOT PERMITTED ANNAPOLIS,MD 21401 SITE NUMBER: 4B 0200 GPS/LMU: ACCESS NOT PERMITTED RADIO CABINETS: - UNRESTRICTED PPC DISCONNECT: UNRESTRICTED Hudson O MAIN CIRCUIT D/C: UNRESTRICTED Design Group. RF DESIGN GUIDELINE: 794DB NIU/T DEMARC: UNRESTRICTED OTHER/SPECIAL: NONE 8UINGMINSBREET BULLOING'IDNORIH.SUIIE.YIPo 1EL:19]8155]-SSSl N.ANWVER.MA 01815 fPll:19IB13b3.S96 GENERAL NOTES THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK PROJECT SUMMARY _ OF h `S.TS OF T—MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT �L b IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY T—MOBILE �= DEREK J. bJ, ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. EQUIPMENT MODERNIZATION CREASER r THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. CD IT IS ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE ZONING JURISDICTION: BASED ON INFORMATION PROVIDED BY T—MOBILE, THIS CIVI in MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY (CITY OF SALEM) TELECOMMUNICATIONS EQUIPMENT DEPLOYMENT IS AN zS SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING - ELIGIBLE FACILITY UNDER THE TAX RELIEF ACT OF 2012, 47 PUBLIC ACCESS PER ADA REQUIREMENTS. USC 1455(A), AND IS SUBJECT TO AN EXPEDITED ELIGIBLE q'PO�,< /STE(?F�. 0c0`•� CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND PROJECT FACILITIES REQUEST/REVIEW AND ZONING PRE—EMPTION FOR F CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE T—MOBILE LOCAL DISCRETIONARY PERMITS (VARIANCE, SPECIAL PERMIT, NORTHEAST, LLC REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE SITE SITE PLAN REVIEW). PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. CHECKED BY: RP SPECIAL STRUCTURAL NOTES SITE ADDRESS: SALEM, FMA 01970AYETTE REET APPROVED BY: DJC CONTRACTOR SCOPE OF WORK SHALL INCLUDE ALL REQUIRED STRUCTURAL MODIFICATIONS, RE—BUNDLING OF COAXIAL CABLES OR OTHER SPECIAL MODIFICATIONS AS OUTUNED THEREIN. LATITUDE: 42' 30' 22.61" N SUBMITTALS STRUCTURAL DESIGNS AND DETAILS FOR ANTENNA MOUNTS AND GLOBAL REV. a1E ar STRUCTURAL STABILITY ANALYSIS COMPLETED ON BEHALF OF T—MOBILE ARE INCLUSIVE OF THE ENTIRE SUPPORT STRUCTURE, EXISTING ANTENNA MOUNTS LONGITUDE: 70' 53' 26.10" W AND ALL OTHER ASPECTS OF THE STRUCTURE THAT WILL SUPPORT THE T—MOBILE L1900 EQUIPMENT DEPLOYMENT AS DEPICTED HEREIN. g Fl JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES HUDSON DESIGN ASSUMES THAT THE EQUIPMENT IS PROPERLY CONSTRUCTED AND MAINTAINED. ALL STRUCTURAL MEMBERS AND THEIR CONNECTION ARE ASSUMED TO BE IN GOOD CONDITION AND ARE FREE FROM DEFECTS WITH NO CURRENT USE: TELECOMMUNICATIONS FACILITY DETERIORATION TO ITS MEMBER CAPACITIES I 09/25/15 sum M rRaa■nxc w PROPOSED USE: TELECOMMUNICATIONS FACILITY 0 wpym sum RMI■.xEw w SRE NUMBER: APPROVALS DRAWING INDEX 4BS0200B 72 HOURS SHEET DESCRIPTION REV. S E N ME: NQ. BS200/PARK T-1 TITLE SHEET 1 TOWERS PROJECT MANAGER DATE CALL ��� GN-1 GENERAL NOTES AFAYETTE55 320 LAFAYETTE STREET A-1 ROOF PLAN & EQUIPMENT PLANS 1 SALEM, MA 01970 CONSTRUCTION DATE ESSEX COUNTY BEFORE YOU DIG A-2 ANTENNA LAYOUTS A-3 ELEVATION 1 sNEET lfne RF ENGINEERING DATE CALL TOLL FREE 1 -888- A-4 MOUNTING DETAILS 1 DIG-SAFE TITLE SHEET A-5 DETAILS 1 ZONING / SITE ACO. DATE OR CALL 811 SN-1 SPECIAL INSPECTIONS NOTES 1 (L1900) S-1 SCREEN WALL MODIFICATIONS 1 SHEET NUMBER OPERATIONS DATE S-2 STRUCTURAL DETAILS 1 UNDERGROUND SERVICE ALERT S-3 STRUCTURAL DETAILS 1 T-1 TOWER OWNER DATE E-1 ONE—LINE DIAGRAM AND GROUNDING DETAILS 1 T-MOBILE GROUNDING NOTES GENERAL NOTES 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED NORTHEAST LLC 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND SHALL APPLY: BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 15eoMMeaee WAY.SURE e INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), 409MIAAW&S THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL CONTRACTOR - SMARTLINK 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN OFFICE:ISIS)a = COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS, THE SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) ACCORDANCE WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM FAX:1500)98S093 SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE OWNER - T-MOBILE A36 (Fy = 36 ksi) UNLESS OTHERWISE NOTED. PIPES SHALL BE ASTM A53 TYPE CONTRACTOR FOR RESOLUTION. 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT E (Fy = 36 ksi). ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND OTHER MARKS IN THE FIELD AFTER 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT. LIGHTNING PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS T DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND "GENERAL CONSTRUCTION smartlink ACCORDANCE WITH THE NEC. CONTRACTOR. SERVICES FOR CONSTRUCTION OF T-MOBILE SITES." 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH 17, SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES, SUBCONTRACTOR SHALL TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN SMARRINK EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, 1992 ANNAPOLIS EXCHANGE PKwv SURE 200 THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE ANNAPOLIS,MD 2141 ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL WITH CONSTRUCTION. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. POWER CIRCUITS TO BTS EQUIPMENT. OUTLINE ONLY. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. Hudson ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW Design GroupucO, 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS 2 AWG STRANDED INSTALLATIONS AS INDICATED ON THE DRAWINGS. 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN mcoo COPPER FOR OUTDOOR BTS. WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT i6oso STREET 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE WE WING M NOM sure awl ,5t(926)3.625553 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO N.ANOVBE,MAOEW FAX 19MI1 586 SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. GRADE. KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE 7, THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN 20. APPLICABLE BUILDING CODES: p���` GESS USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, �F AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION c� DEREK J. G STATED OTHERWISE. a0 J' B. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND BOLTED TO GROUND BAR. STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE .� CREASER 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DESIGN. DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED BUILDING CODE: MA STATE BUILDING CODE 780 CMR 8TH EDITION C `JII FOR GROUNDING CONNECTIONS. SPACE FOR APPROVAL BY THE CONTRACTOR. ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS '�5 LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 EO Tc; SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE AFF �CISTER NEC. PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL FOLLOWING STANDARDS: `SS/ONAL T-"G ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING ROUTING WITH THE CONTRACTOR. AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, REQUIREMENTS FOR STRUCTURAL CONCRETE; CHECKED BY: RP UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. OR SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) APPROVED BY: DJC MORE OF 1/2 IN. OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION; MUST HAVE IT BONDED TO THE GROUND RING USING AN EXOTHERMIC WELD SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING SUBMITTALS CONNECTION USING $2 AWG SOLID BARE TINNED COPPER GROUND WIRE, PER NEC FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, 250.50 LOCATION. STRUCTURAL STANDARDS FOR STEEL xB,, Rwle otawanox er 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. EQUIPMENT AND ANTENNA SUPPORTING STRUCTURES; REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS CONCRETE INSTITUTE (ACI) 301. 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. R w/u/16 m,hn fax InUIImEc w I 08/12/16 SUED fax RMEII w 511E NUMBER: 4BS0200B SITE NAME: BS200/PARK ABBREVIAMNS TOWERS SIRE ADDRESS: AGL ABOVE GRADE LEVEL EQ EQUAL REQ REQUIRED 320 LAFAYETTE STREET SALEM, MA 01970 AWG AMERICAN WIRE GAUGE GC GENERAL CONTRACTOR RF RADIO FREQUENCY ESSEX COUNTY BBU BATTERY BACKUP UNIT GRC GALVANIZED RIGID CONDUIT TBD TO BE DETERMINED SHEET TITLE BTCW BARE TINNED SOLID MGB MASTER GROUND BAR TBR TO BE REMOVED COPPER WIRE GENERAL NOTES BGR BURIED GROUND RING MIN MINIMUM TBRR TO BE REMOVED AND REPLACED (1_1900) BTS BASE TRANSCEIVER STATION P PROPOSED TYP TYPICAL SHETT NUMBER E EXISTING NTS NOT TO SCALE UG UNDER GROUND RADIATION CENTER LINE G N-1 EGB EQUIPMENT GROUND BAR RAD (ANTENNA) VIF VERIFY IN FIELD EGR EQUIPMENT GROUND RING REF REFERENCE NOTE: STRUCTURAL NOTES: PROPOSED T-MOBILE 2 1 1 REFER TO THE FINAL RF DATA PRIOR TO COMMENCING CONSTRUCTION, GC SHALL T-MOBILE ANTENNA MODIFICATIONS A-2 A-3 A-4 SHEET FOR FINAL ANTENNA REFER TO STRUCTURAL ANALYSIS PROVIDED BY HDG, SETTINGS. DATED: SEPTEMBER 9, 2016 TO DETERMINE IF THERE NORTHEAST LLC ALPRA EXISTING MFTR0PCS ANY SUPPLEMENTAL OR SPECIAL INSTALLATION SECTOR ANTENNAS BEHIND RF REQUIREMENTS, OR RELOCATION ARRANGEMENTS. Is Co RCE WAY,Sun I NOUCKMAW7" I/ ENCLOSURE (NP.) OHM(s j 27W (TO BE REMOVED) FAX:ISBl2e M EXISTING METROPCS 2 ALL EXISTING T-MOBILE 4'-3"X8'-4"X7'-0" A-2 S-1 6201 CABINET TALL FIBERGLASS EXISTING VERIZON SCREEN WALL ' // // /// /��// //i / // /U ANTENNAS & 6{� ENCLOSURE (TYP. OF 1) EXISTING T-MOBILE ftRUS EXISTING T-MOBILE 3206 CABINET smartilnk EQUIPMENT BEHIND (TO BE MODIFIED, (TYP. OF 1 PER SECTOR, ' RF SCREENWALL OM & USED TOTAL OF 3) (TO REMAIN) / Er (TYP.) �A ❑ BY T-MOBILE) / EXISTING (24) LINES OF 11 EXISTING T-MOBILE 7/8" COAX SMARIIINK EXISTING AT&T EXISTING METROPCS / / roa2 ANNA rola ex CUANGEPKWremrE2M ENERATO 0 BE REMOVED & REPLACED ANNAroI¢.MD21a01 ANTENNAS BEHIND 0� EQUIPMENT BEHIND (T ) RF ENCLOSURE SCREENWALL (TYP.) EXISTING HVAC 'I (TYP') N ( ) P ON WALL ��EXISTING .� EXISTING AC PANEL 6 UPPER APPROXIMATE i EXISTING AT&T O, ��EXISTING LOCATION OF 2 / i ROOF EXISTING COAX PORT (ABOVE) Hudson© EQUIPMENT ON UPPER EXISTING T-MOBILE BALLAST MOUNT ROOF EQUIPMENT ROOM A-1 Design Group. (TYP.) ( IN PENTHOUSE % / ////I //7:ING EXISTING PBC 6200 CABINET EXISTING T-MOBILE '1' ' ' T-MOBPROPODUIMINGOMSANTENNAS BEHIND f"----- T-MOBILE EXISTING WALL N.AN M.AAA01Wxro �RAJFAX[M)ms 6RF CHIMNEY EQUIPMENT A-1 MOUNTED FIBER \ DOOR N.ANOoval.ru,oiers FAxa2m1 a2sssee (TYP.) (TO BE - - ■ p MODIFICATIONS RACK REMOVED & pp 14"91' OF I„ RELOCATED) EXISTING _ I EXISTING AT&T �Ssq PENTHOUSE " " - ANTENNAS BEHIND RF ENCLOSURE zo �� K7 DEREK J. GS (T),P.) 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OF 2) (TO BE MODIFIED, 9'-O"t SHEET TIRE EXTENDED & USED BY T-MOBILE) ANTENNA LAYOUTS 14'91' 14'91' I IBETA (L1900) SECTOR JUSK j ti O K SHEET NUMBER �lz EXISTING ANTENNA PLAN 1 zN~Z PROPOSED ANTENNA PLAN �2� X 22x34 SCALE: 3/4"=1'-O" A-2 6 8" 1'4" 2'-8' 4'-0" A-2 11x17 SCALE: 3/8"-1'-O" 22x34 SCALE: 3/4"=1'-O" A-2 0 8' 1'-4' 2'-8' 4'-0' 11x17 SCALE: 3/8"=1'-O" NOTE: [RREFER RUCTURAL NOTES: REFER TO THE FINAL RF DATA OR TO COMMENCING CONSTRUCTION, GC SHALL T-MOBILE SHEET SETTINGS.R FINAL ANTENNA ED: EPTEMBRU 9,L2016LTOSPROVIDED BY HOG, DETERMINE F THERE NORTHEAST LLC Y SUPPLEMENTAL OR SPECIAL INSTALLATION QUIREMENTS, OR RELOCATION ARRANGEMENTS. 16CCNMERCEwnr,SUTEB NORTON,NA M7" OFRCE ISOBI4 2)90 FAX:138819841893 PROPOSED T-MOBILE L1900ANTENNAS 1 (TYP.OF 1 PER SECTOR, TOTAL OF 3) (MOUNTED WITHIN EXISTING METROPCS A-5 SCREEN WALL ENCLOSURE) EXISTING T-MOBILE ANTENNAS � smartlink (TYP.OF BETA & GAMMA SECTORS, 2 _ PROPOSED 1'-0" TALL SCREEN WALL TOTAL OF 4) (RELOCATED ON EXISTING T-MOBILE RF CHIMNEY WITH GUALL EXTENSION ON EXISTING METROPCS PROPOSED PIPE WITHIN EXISTING A-4 S-1 FIBERGLASS SCREEN WALL YED METROPCS SCREEN WALL ENCLOSURE) WIRES (TYP.) 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DATED: FINAL ANTENNA DATED: SEPTEMBER 9,REFER TO L 2016E TO DETERMINE IF PROVIDED Y THERE NORTHEAST LLC ANY SUPPLEMENTAL OR SPECIAL INSTALLATION PROPOSED 1'-6" TALL SCREEN REQUIREMENTS, OR RELOCATION ARRANGEMENTS. 15CO.MERCEWAr SURB WALL EXTENSION ON EXISTING 4'_2"t CL 4'-2"t NOVOKMAW66 ALL METROPCS FIBERGLASS SCREEN EXISTING T-MOBILE L700 ANTENNA aew Ism)SSSS= S-1 WALL (TYP. OF ALPHA SECTOR, (TYP. OF ALPHA SECTOR, TOTAL OF 1) FM:ISM) 83093 TOTAL OF 1) (RELOCATED ON A PROPOSED PIPE WITHIN EXISTING METROPCS SCREEN TOP OF PROPOSED SCREEN - WALL ENCLOSURE) OL PUNSION - - — `Y(ELEV. = 62'-10'f A.G.L All III III ;H smartlink TOP OF EXISTING METROPCS SCEN WALL ENLCOSURE "- MARILINK ELEREV. = 61'-4"± A.G.L 1997 ANNAPOLIS EXCHANGE PKWY SORE Y,p EXISTING T-MOBILE U19+Gig ANNAPOLN.MD 21401 ANTENNA (TYP. 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FR WIDTH TOTAL OF 3) CHECKED BY: RP WIDTH 12.9" APPROVED BY: DJC DEPTH 8.7" HEIGHT 56.6" WEIGHT 132.2 LBS SUBMITTALS BACK VIEW M. 64TE OEscxRTnx Br FRONT SIQE T-MOBILE ELEVATION PHOTO DETAIL L1900 ANTENNA D (ALPHA SECTOR) SCALE: N.T.S A-5 - SCALE: N.T.S q-5 0 W/12/16 ISSUED Rex Ia9Ex w SITE NUMBER: 4BS0200B SITE NOME: BS200/PARK TOWERS SITE ADDRESS: 320 LAFAYETTE STREET SALEM, MA 01970 ESSEX COUNTY SHEET TRE DETAILS (11900) SHEET NUMBER A-5 STRUCTURAL NOTES SPECIAL INSPECTION CHECKLIST SPECIAL INSPECTIONS (REFERENCE IBC CHAPTER 17) MASSACHUSETTS AMENDMENTS TO THE i. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND APPLICABLE BEFORE CONSTRUCTION GENERAL: WHERE APPLICATION IS MADE FOR CONSTRUCTION, THE OWNER OR THE IBC (REFERENCE 780 CMR) T-MOBILE SUPPLEMENTS, INTERNATIONAL BUILDING CODE (IBC 2009), ASCE 7-05, CONSTRUCTION/INSTALLATION REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S 107.6 CONSTRUCTION CONTROL AGENT ANEIADANTENNAGSUPPORnGLSTRUCTURES.DARDS FOR STEEL ANTENNA, TOWERS INSPECTIONS AND TESTING REPORT ITEM DURNGSCONSTRUC ION ON THE TYPES HALL EMPLOY ONE OR MORE AOFRWORK LSTEDOVED EIN THE S TO INSPECTION CHE KUST CONSTRUCTION RFORM INSPECTIONS 107.6.1 �CONTROLS, PROFESSIL. THIS SECTION ONAL ALASERVICES AND PPLY TO THE NORTHEAST LLC REQUIRED (COMPLETED BY ABOVE. CONTRACTOR SERVICES REQUIRED FOR BUILDINGS AND STRUCTURES IseoMMRCEWAY.WRB 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE ENGINEER OF RECORD) NEEDING REGISTERED DESIGN PROFESSIONAL SERVICES. THE NOUON,MA W" FIELD PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL. ANY REQUIRED ENGINEER OF RECORD APPROVED THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AND ENGINEERS OF FOLLOWING STRUCTURES ARE EXEMPT FROM THE REQUIREMENTS OF office lm6120 = UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE SHOP DRAWINGS RECORD INVOLVED IN THE DESIGN OF THE PROJECT ARE PERMITTED TO ACT AS THE THIS SECTION: ANY BUILDING CONTAINING LESS THAN 35,000 CUBIC FM:(Mr))ae X" CONSTRUCTION MANAGER AND ENGINEER OF RECORD. REQUIRED MATERIAL SPECIFICATIONS APPROVED AGENCY AND THEIR PERSONNEL ARE PERMITTED TO ACT AS THE SPECIAL FEET OF ENCLOSED SPACE, MEASURED TO THE EXTERIOR SURFACES REPORY2 OF WALLS AND ROOFS AND TO THE TOP OF A GROUND SUPPORTED N A FABRICATOR NDE INSPECTION INSPECTOR FOR THE WORK DESIGNED BY THEM, PROVIDED THOSE PERSONNEL MEETBOTTOM 3. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO / THE QUALIFICATION REQUIREMENTS. SURFACFLOOR, OR IN THE CASE OFA CRAWL SPACE,SE O THE HENT THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR NDE REPORT OF MONOPOLE BASE FLOORS EORF LEVELS, THE CALCULATION OTHE CRAWL SPACE. IN THEF ENCLOSED SPACE SHALL THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR N/A PLATE (AS REQUIRED) STATEMENT OF SPECIAL INSPECTIONS: THE APPLICANT SHALL SUBMIT A STATEMENT OF INCLUDE SUCH SPACES. FOR ADDITIONS TO EXISTING BUILDINGS, BUILDINGS SPECIAL INSPECTIONS PREPARED BY THE REGISTERED DESIGN PROFESSIONAL IN THE VOLUME OF ENCLOSED SPACE SHALL INCLUDE THE ENTIRE }} REQUIRED PACKING SLIP RESPONSIBLE CHARGE IN ACCORDANCE WITH SECTION 107.1 AS A CONDITION FOR EXISTING BUILDING AND ALL PROPOSED ADDITIONS. SCTICIYLIink 4. STRUCTURAL STEEL SHALL CONFORM M ASTM A992 (FUNLE Ksi), ADDITIONAL TESTING AND INSPECTIONS: MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 UNLESS ISSUANCE. THIS STATEMENT SHALL BE IN ACCORDANCE WITH SECTION 1705. 1. AT ONE OR nV0 FAMILY DWEW NG OR ANY ACCESSORY OTHERWISE INDICATED. DURING CONSTRUCTION BUILDING THERETO. REPORT REQUIREMENT: SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. 2. ANY BUILDING USED EXCLUSIVELY FOR AGRICULTURAL 5. STEEL PIPE SHALL CONFORM TO ASTM A500 "COLD-FORMED WELDED & CONSTRUCTION/INSTALLATION THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING PURPOSES. SEE APPENDIX C FOR OCCUPANCY AND OTHER 1917ANNAPOLs ARnwx exsmAR'U11 Pxwr suite 2x0 SEAMLESS CARBON STEEL STRUCTURAL TUBING", GRADE B. OR ASTM INSPECTIONS AND TESTING REPORT ITEM OFFICIAL, AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. LIMITATIONS. ANNAPOI¢,mD 21WI A53 PIPE STEEL BLACK AND HOT-DIPPED ZINC-COATED WELDED AND REQUIRED (COMPLETED BY REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN 3. RETAINING WALLS LESS THAN TEN EENT IN HEIGHT AT ALL SEAMLESS TYPE E OR S, GRADE B. PIPE SIZES INDICATED ARE NOMINAL. ENGINEER OF RECORD) CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE POINTS ALONG THE WALL PS MEASURED FROM THE BASE OF ACTUAL OUTSIDE DIAMETER IS LARGER. REQUIRED STEEL INSPECTIONS BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY THE FOOTING TO THE TOP OF THE WALL. 6. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS N/A HIGH STRENGTH BOLT ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF NOTWITHSTANDING THESE EXEMPTIONS, PROFESSIONAL ENGINEERING (BEARING TYPE) AND CONFORM TO ASTM A325 TYPE-X "HIGH STRENGTH INSPECTIONS THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN SERVICES SHALL BE REQUIRED FOR ACTIVITIES WHICH ARE DEEMED Hudson BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAN N/A HIGH WIND ZONE INSPECTIONS RESPONSIBLE CHARGE. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS TO CONSTITUTE THE PRACTICE OF ENGINEERING AS DEFINED IN O HARDENED WASHERS". ALL BOLTS SHALL BE 3/4" DIA UON. N/A FOUNDATION INSPECTIONS SHALL BE SUBMITTED. M.G.L. GC. LY E 810. EXCEPT SI PROVIDED IN M.G.L. C. 54A AND Dfisign GfOupucO ANY LEGALLY REQUIRED PROFESSION OR AS PROVIDED IN M.G.L C. 7. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN N/A CONCRETE COMP. STRENGTH. 112. § 81R. WHERE WORK IS PERFORMED BY UCENSD TRADES ACCORDANCE WITH ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS SLUMP TESTS AND PLACEMENT REUUR®N9PECIIOHTB AND SITE REVIEW DOCUMENT AS A CONDITION OF PEOPLE PURSUANT TO M.G.L. C. 112, § 81 R, PLANS AND IdOxoB000D51R6B ON IRON AND STEEL PRODUCTS". UNLESS OTHERWISE NOTED. - N/A POST INSTALLED ANCHOR ROD THE BULDM PEFUT THE FOLLOWING Q'1BPECTIONS AND 87E REVIEW$ SPECIFICATIONS PREPARED TO DOCUMENT THAT WORK SHALL NOT BNIIDnGmrvomll.sunE.ww iB:19>6l snsssx VERIFlCAnONDENT1FED BY THE BUILDING OFFKML ARE REQUITED FOR WORK PER THE BE REQUIRED TO BEAR THE SEAL OR SIGNATURE OF A REGISTERED rv.ArvoovBi..01WrAx:19>el BBessee 8. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE N/A BASE PLATE GROUT VERIFICATION STHMMN OF THE MASSACHUSETTS STATE BULDNO CODE,780 CMR, DESIGN PROFESSIONAL. ON IRON SD IN AND STEEL ACCORDANCE HARDWARE-. UNLESSTH ASTM 153 OTH RWISECOATING NOTED. (HOT-DIP) N/A CERTIFIED WELD INSPECTION SECTION ND ACHAPTER 17 WIND TURBINE TOWERS•ANDSTRUCTURES. SIMILAR STRUCTURES TELECOMMUNICATION ENGINEERED OF &MSS N/A EARTHWORK: LIFT AND DENSITY N/A COLD GALVANIZING fE01�81iE REYEN AND DOCUMENTATION FOR PORTIONS 0R PTiAB�OIQN81W1C710N STRUCTURES AND SHALL BE SUBJECT TO THE REQUIREMENTS OF 9. FIELD WELDS, DRILL HOLES, SAW CUTS AND ALL DAMAGED GALVANIZED ON SITE 2N SECTION 107.6. � DEREK J, yG SURFACES SHALL BE REPAIRED WITH AN ORGANIC ZINC REPAIR PAINT VERIFICATION (TO 6E PBRfURMFII Br NE MPROPWAT6 f¢asaxm DB N PRDWs9N M HG/HM D NIE M M.G.LC 112 1818 coNfRAcrxR) O J' COMPLYING WITH REQUIREMENTS OF ASTM A780. GALVANIZING REPAIR N/A GUY WIRE TENSION REPORT 107.6.2.2 CONSTRUCTION. THE REGISTERED DESIGN CREASER PAINT SHALL HAVE 65 PERCENT ZINC BY WEIGHT, ZIRP BY DUNCAN PROFESSIONALS WHO ARE RESPONSIBLE FOR THE DESIGN, PLANS, GALVANIZING, GALVA BRIGHT PREMIUM BY CROWN OR EQUAL THICKNESS ADDITIONAL TESTING AND INSPECTIONS: SITE REVIEW AND DOCUMENTATION X SITE REVIEW AND DOCUMENTATION X CALCULATIONS, AND SPECIFICATIONS. THEIR DESIGNEE OR THE ! C V OF APPLIED GALVANIZING REPAIR PAINT SHALL BE NOT NOT LESS THAN AFTER CONSTRUCTION SOIL CONDTIT / /ON ANALYSIS REPORT ENERGY EFFICIENCY REQUIREMENTS REGISTERED DESIGN PROFESSIONALS WHO HAVE BEEN RETAINED �� 4 COATS (ALLOW TIME TO DRY BETWEEN COATS) WITH A RESULTING FOR CONSTRUCTION PHASE SERVICES, SHALL PERFORM THE COATING THICKNESS REQUIRED BY ASTM A123 OR A153 AS APPLICABLE. CONSTRUCTION/INSTALLATION FOOTING AND FOUNDATION FOLLOWING TASKS: INSPECTIONS AND TESTING REPORT ITEM (INCLUDING REINFORCEMENT AND FIRE ALARM INSTALLATION2 1. REVIEW, FOR CONFORMANCE TO THIS CODE AND THE DESIGN �� <CijTER�J <v 10. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES. REQUIRED (COMPLETED BY FOUNDATION ATTACHMENT) CONCEPT, SHOP DRAWINGS. SAMPLES AND OTHER SUBMITTALS FFS C� APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN ENGINEER OF RECORD) BY THE CONTRACTOR IN ACCORDANCE WITH THE S/ONA� CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES SHALL MODIFICATION INSPECTOR REDONE CONCRETE FLOOR AND UNDER FLOOR FIRE SUPPRESSION INSTALLATIONCONTRACTORREQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUAUFICATION REQUIRED OR RECORD DRAWINGSB LOWEST FLOOR FLOOD ELEVATION FIELD REPORTSB 2. PERFORM THE DUTIES FOR REGISTERED DESIGN PROCEDURES". ALL WELDING SHALL BE DONE USING E70XX ELECTRODES POST INSTALLED ANCHOR ROD STRUCTURAL FRAME - WALL/FLOOR/ROOF X CARBON MONOXIDE DETECTION SYSTEM PROFESSIONALS IN CHAPTER 17. AND WELDING SHALL CONFORM TO AISC AND DIA. WHERE FILLET WELD N/A PULL-OUT TESTING 3. BE PRESENT AT INTERVALS APPROPRIATE MI THE STAGE OF CHECKED BY: RP SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN LATH AND PLASTER/GYPSUM SEISMIC REINFORCEMENT PROGRESS AN TO BECOME GENERALLY FAMILIAR ETE THE THE AISC "MANUAL OF STEEL CONSTRUCTION". 9TH EDITION. REQUIRED PHOTOGRAPHS PROGRESS AND QUALITY OF THE WORK AND TO DETERMINE IF ADDITIONAL TESTING AND INSPECTIONS: FIRE RESISTANT WALL/PARTITIONS FRAMING SMOKE CONTROL SYSTEMS THE WORK IS BEING PERFORMED IN A MANNER CONSISTENT APPROVED BY: DJC 11. INCORRECTLY FABRICATED. DAMAGED OR OTHERWISE MISFITTING OR FIRE RESISTANT WALL/PARTITONS FINISH SMOKE AND HEAT VENTS WITH THE CONSTRUCTION DOCUMENTS AND THIS CODE. NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TOATTACHMENTS THE CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE NOTES ABOVE CEILING INSPECTION ACCESSIBILITY (521 CMR) THE PERMIT APPLICATION SHALL NOT BE DEEMED COMPLETED UNTIL SUBMITTALS ACTION. ANY SUCH ACTION SHALL REQUIRE CONSTRUCTION MANAGER 1, REQUIRED FOR ANY NEA SHOP FABRICATED OR STEEL. ALL OF THE CONSTRUCTION DOCUMENTS REQUIRED BY THIS CODE FABRICATED R APPROVAL. 2. PROVIDED BY MANUFACTURER, REQUIRED IF HIGH STRENGTH FIRE BLOCKING/STOPPING SYSTEM OTHER: HAVE BEEN SUBMITTED. DOCUMENTATION INDICATING THAT WORK AIV. MR OERCPoPIpX Q• BOLTS OR STEEL. EMERGENCY LIGHTING/EXIT SIGNAGE COMPLIES WITH THE PLANS AND SPECIFICATIONS SHALL BE 12. UNISTRUT SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS 3. PROVIDED BY GENERAL CONTRACTOR: PROOF OF MATERIALS. PROVIDED AT THE COMPLETION OF EACH PHASE WHEN REQUIRED MANUFACTURED BY UNISTRUT CORP., WAYNE, MI OR EQUAL STRUT 4, HIGH WIND ZONE INSPECTION CATS 120MPH OR CAT C,D MEANS OF EGRESS COMPONENTS SPECIAL INSPECTIONS (SECTION 1704): BY THE BUILDING OFFICIAL MEMBERS SHALL BE 1 5/8"x1 5/8%12GA, UNLESS OTHERWISE NOTED, 11OMPH INSPECT FRAMING OF WALLS, ANCHORING. ROOFING, COPING/SYSTEM 107.6.3 CONSTRUCTION CONTRACTOR SERVICES. THE ACTUAL AND SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. FASTENING SCHEDULE. VENTING SYSTEMS (KITCHEN, CHEMICAL, CONSTRUCTION OF THE WORK SHALL BE THE RESPONSIBILITY OF 13. EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF STAINLESS STEEL ANCHOR 5. AS REQUIRED; FOR ANY FIELD CHANGES TO THE ITEMS IN FUME) THE GENERAL CONTRACTOR AS IDENTIFIED ON THE APPROVED THIS TABLE. BUILDING PERMIT AND SHALL INVOLVE THE FOLLOWING: ROD WITH NUTS & WASHERS. AN INTERNALLY THREADED INSERT, A MECHANICAL SYSTEMS 1. EXECUTION OF ALL WORK IN ACCORDANCE WITH THE I x9/26/18 L91m<m PFHIBIBID w SCREEN TUBE AND A EPDXY ADHESIVE. THE ANCHORING SYSTEM SHALL APPROVED CONSTRUCTION DOCUMENTS. 0 W/I2/16 RSIFfl POR fhMEW W BE THE HILT]-HIT HY-20 AND OR HY-150 SYSTEMS (AS SPECIFIED IN NOTES 1. IT IS THE RESPONSIBILITY OF THE PERMIT APPLICANT TO NOTIFY THE BUILDING OFFICIAL OF 2. EXECUTION AND CONTROL OF ALL METHODS OF DWG.) OR ENGINEERS APPROVED EQUAL. REQUIRED INSPECTIONS (X). INSPECTION OF 780 CMR FIRE PROTECTION SYSTEMS MAY BE CONSTRUCTION IN A SAFE AND SATISFACTORY MANNER IN 14. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION 1. ALL CONNECTIONS TO BE SHOP WELDED & FIELD BOLTED WITNESSED BY THE FIRE OFFICIAL AND INSTALLATION PERMITS ARE REQUIRED FROM THE FIRE ACCORDANCE WITH ALL APPUCABLE LOCAL. STATE, AND SITE NUMBER: FF-S-325, GROUP H TYPE 4, CLASS I, HILT] KWIK BOLT III OR USING 3/4"0 A325-X BOLTS, UNLESS OTHERWISE NOTIFIED. DEPARTMENT PER 527 CMR. FEDERAL STATUTES AND REGULATIONS. 2. SHOP DRAWING ENGINEER REVIEW & APPROVAL REQUIRED 2. INCLUDE NFPA 72 TEST AND ACCEPTANCE DOCUMENTATION 3. UPON COMPLETION OF THE CONSTRUCTION, CERTIFlCAnON IN 4 BS02008 APPROVED EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 3. INCLUDE APPLICABLE NFPA 13, 13R, 13D, 14, 15, 17, 20, 241, ETC. - TEST AND WRITING TO THE REGISTERED DESIGN PROFESSIONAL IN BEFORE ORDERING MATERIAL. SIZE NAME: MANUFACTURER'S RECOMMENDATIONS. 3. SHOP DRAWING ENGINEER REVIEW & APPROVAL REQUIRED ACCEPTANCE DOCUMENTATION RESPONSIBLE CHARGE THAT, TO THE BEST OF THE PRIOR TO STEEL FABRICATION. 4. INCLUDE NFPA 720 RECORD OF COMPLETION AND INSPECTION AND TEST FORM CONTRACTOR'S KNOWLEDGE AND BELIEF, CONSTRUCTION H43 BS200/PARK 15. LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN 4. VERIFICATION OF EXISTING ROOF CONSTRUCTION IS 5. INCLUDE FIELD REPORTS AND RELATED DOCUMENTATION BEEN DONE IN SUBSTANTIAL ACCORD WITH SECTION 107.6 WITH ALL PERnNET DEVIATIONS SPECIFICALLY NOTED. TOWERS INSTITUTE OF TIMBER CONSTRUCTION AND THE NATIONAL FOREST REQUIRED PRIOR TO THE INSTALLATION OF THE ROOF 6. WORK SHALL NOT PROCEED, OR BE CONCEALED, UNTIL THE REQUIRED INSPECTION HAS BEEN AND W PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD APPROVED BY THE BUILDING OFFICIAL. AND NOTHING WITHIN CONSTRUCTION CONTROL SHALL PONDITI M.ENGIN RD OF RECORD F W APPROVE EXISTING THE GUIDING OFFICIAL MAY REQUIRE A COPY OF THIS SITE ADDRESS: CONSTRUCTION. ALL LUMBER SHALL BE PRESSURE TREATED AND SHALL CONDITIONS IN ORDER TO MOVE FORWARD. HAVE THE EFFECT OF WANING X LIMITING THE BUILDING OFFICIAL'S AUTHORITY TO ENFORCE CERTIFICATION. 320 LEM, M TE STREET BE STRUCTURAL GRADE N0. 2 OR BETTER. THIS CODE Wfni RESPECT TO EXAMINATION OF THE CONTRACT DOCUMENTS, INCLUDING PLANS, 5. CENTERLINE OF PROPOSED STEEL PLATFORM SUPPORT SALEM, C NTY COLUMNS TO BE CENTRALLY LOCATED OVER THE EXISTING COMPUTATIONS AND SPECIFICATIONS. AND FIELD INSPECTIONS. 107.8.4 ON SITE PROJECT REPRESENTATION. WHEN APPLICATIONS ESSEX COUNTY 16. WHERE ROOF PENETRATIONS RDIN TE ARE REQUIRED. THE CONTRACTOR SHALL GUIDING COLUMNS. 7. ROUGH AND/OR FINISH INSPECTIONS OF ELECTRICAL NSPECTIO PLUMBING, UI SHEET METAL SHALL BE FOR UNUSUAL DESIGNS OR MAGNITUDE S CONSTRUCTION ARE CONTACT AND COORDINATE RELATED WORK WITH THE GUIDING OWNER 6. EXISTING BRICK MASONRY COLUMNS/BEARING TO BE INSPECTED PRIOR TO ROUGH AND FINISH INSPECTIONS B'( THE BUILDING OFFICIAL FILED, OR WHERE REFERENCE STANDARDS REQUIRE SPECIAL AND THE EXISTING ROOF INSTALLER. WORK SHALL BE PERFORMED IN REPAIRED/REPLACED AT ALL PROPOSED PLATFORM ARCHITECTURAL OR ENGINEERING INSPECTIONS, THE BUILDING SHEEP TIRE SUCH A MANNER AS TO NOT VOID THE EXISTING ROOF WARRANTY. SUPPORT POINT. ENGINEER OF RECORD TO APPROVE. OFFICIAL MAY REQUIRE FULLTIME PROJECT REPRESENTATION BY A ROOF SHALL BE WATERTIGHT. REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER IN ADDITION SPECIAL TO T107.6. THE 17. ALL FIBERGLASS MEMBERS USED ARE AS MANUFACTURED BY REPR SE TATTIIVEESHALLSECTION KEEP DAILY RECORDS ANDCSUBMIT REPORTS INSPECTIONS NOTES STRONGWELL COMPANY OF BRISTOL, VA 24203. ALL DESIGN CRITERIA FOR THESE MEMBERS IS BASED ON INFORMATION PROVIDED IN THE AS MAY BE REQUIRED (L1900) COMPLETION OF THE WORK, THE REGISTERED DESIGN PROFESSIONAL DESIGN MANUAL. ALL REQUIREMENTS PUBLISHED IN SAID MANUAL MUST SHALL FILE A FINAL REPORT INDICATING BE STRICTLY ADHERED TO. PERFORMED IN ACCORDANCE TRTHE APPROVED PLANS AND THIS SHEET NUMBER CODE, THIS SITE PROJECT REPRESENTATION REQUIREMENT 18. NO MATERIALS TO ORDERED AND NO WORK BE COMPLETED UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED IN WRITING. SHALL BE DETERMINED PRIOR TO THE ISSUANCE OF EBUILDINGI� ' PERMIT AND SHALL PL A REQUISITE FOR THE PERMIT ISSUANCE. N-1 REFUSAL BY THE APPLICANT TO PROVIDE SUCH SERVICE SHALL Y 19. SUBCONTRACTOR SHALL FIREPROOF ALL STEEL TO PRE-EXISTING RESULT IN THE PERF OF THE PERMIT. ALL FEES AND COSTS CONDInON3. RELATED T THE PERFORMANCE E ONSITE PROJECT REPRESENTATION SHALL BE BORNE BY THE OWNER. NOTE: M ST REFER TO THE FINAL RF DATA PRIOR TR OR COMMENCING CONSTRUCTION, GC SHALL T-MOBILE SHEET OR FINAL ANTENNA REFER TO STRUCTURAL ANALYSIS PROVIDED SETTINGS. DATED: SEPTEMBER 9, 20 6TODETERMINE BY THERE NORTHEAST LLC ANY SUPPLEMENTAL OR SPECIAL INSTALLATION REQUIREMENTS, OR RELOCATION ARRANGEMENTS. 15CO'un EWAY,SMB NORTON.MA ODM 8'-4*± 0MCE IS1BI2 = FAY:Ism)am W3 4'-2't 4'-2"i - FRP L 3/8" THICK FRP @ smartlink 3-X3"X3/8" (TYP.) DIAGONALS (TYP.) '� <) $MARTLINK FRP H�. 1991 ANNAPOU$E%CHANGE PKWY$UIIE'eW {I ANNA1Ol6.M021.1 3"X3-X1/4' \ ' FRP 1/2'0 \ \\_ BOLTS (TYP.) - - HudsonDesign Group.O FRP 1/4' o PANEL ('IYP.) i `.� "` / IewosG000sIREE 3/8" THICK FRP PROPOSED Y � BUIIDRM iNG9)NO .SUNEM 8:19]818815353 \\�" �,.,/ N.ANoovER.eua�eas TAx DIAGONALS 7" "�� ���-�� (2.38' O.D.)XB'-O'-0' LONG (9m)me (NP) ANTENNA MOUNTING PIPE 8'-4'± OF ,b1�1 p (TYP. OF 3 PER SECTOR, TOTAL OF 9) �P�� Sys FRP L FRIP 3'x3'%3/8' __ _._ .... _ - PROPOSED STEEL L 3"X3'X1/4' OLTS/(TYP.) .e �� DEREK J. �V (TYP.) (TYP.) (TO REPLACE EXISTING +1 CREA R 0 METROPCS L) (TOP & BOTTOM) o FRP 1/4" F C VSE FRP 1/2"m �., c .�.., /� / PANEL (TYP.) 6 1 ...0 3)LT STEEL L 3-X3"X7/4- (TYP.) / ri BOLTS (NP.) PROPOSED 1/2-0 T` -- (TO REPLACE EXISTING q �� U—BOLTS (TYP.) o't METROPCS L) (TOP AND P rGI�TERE . F 1/4" FRP - BOTTOM) -H SSS/ONAL E 'j\C PANELS (TYP.) FRP HSS �., TOP OF 3 CHECKED BY: RP 3"X3"X1/4" - -- - ,,; E%ISTING STEEL 4 (TYP.) _. _ - _. _.. ___ __ APPROVED BY: DJC FRP L 3-X3-X3/8" ? .. �') `Zt SUBMITTALS e TOP OF EXISTING _ PENTHOUSE '1 - "T REv. mm m FRP HSS 3/8- THICK FRP (TYP-)X3-X1/4- I W8x24 (TYP.) DIAGONALS (TYP.) C6X10.5 (TYP.) FRP 1/2.0 3/4"0 THRU-BOLT BOLTS (TYP.) I 09/36/16 mm TOR PEPINTBIG w (TYP.) ALPTTA SECTOR o M/I3/I6 as3m FBR a1tt)9 w PENTHOUSE EXTERIOR WALL SITE NUMBER: 14'91' 4BS0200B SITE WE: SCREEN WALL EXTENSION Z'(rj PROPOSED SCREEN WALL BS200/PARK ELEVATION DETAILz pZ EXTENSION PLAN DETAIL TOWERS (ALPHA SECTOR) 1 X (ALPHA SECTOR) r2 SIZE MWESSS: 22x34 SCALE: 3/4"=1'-0" S-1 0 0'-6' 1'-0' 2'-0" 3'-0' 22x34 SCALE: 1"=1'-0" I S-1 0 0'-6- C-0- 2'-0' 3'-0' 320 LAFAYETTE STREET 1107 SCALE: 3/8"=1'-0" 1107 SCALE: 1/2"=1'-0" SALEM, MA 01970 ESSEX COUNTY SHEET 1TRE SCREEN WALL MODIFICATIONS (L1900) SHEET NUMBER S-1 STRUCTURAL NOTES. PRIOR TO COMMENCING CONSTRUCTION, GC SHALL T-MOBILE REFER TO PROVIDEDHOC 5/8'0 A325 1 DATED: SEPTEMBER 9,L2016LTOSDETERMINE IIFYTHERE NORTHEAST LLC THRU-BOLT (TYP.) ANY SUPPLEMENTAL OR SPECIAL INSTALLATION REQUIREMENTS, OR RELOCATION ARRANGEMENTS. 15COMMERCE'AAY.5URE3 -- -- 2" HSS NOKOK MA W7M 4X4%7 / OFFICE(EW)2862900 SNB-UP (TYP.) O 3 EAI:1.5001P 2893 WBX24 (TYP.) S-2 I I EXISTING NOTE: PENTHOUSE PROPOSED FRP & STEEL TO WBX24 (TYP. OF 1) smartlink (BELOW) BE PAINTED WHITE TO MATCH 3/4'0 A325 (PAINTED TO MATCH EXISTING) THE EXISTING. THRU-BOLT (TYP.) (8) 4'%4"X1/2" 7"xe'X1/a" PLATE (TYP.) HSS SNB-UP gyp 3'X7/4' O 199)ANNAPOL6 E%CHANGEPKW 41RE2W �) ANNAPOL6.Mo21101 NOTE: PROPOSED FRP & STEEL TO C6X10.5 (TYP.) - 3 * TOP OF EXISTING BE PAINTED WHITE TO MATCH (PAINTED TO S-2 'f' PENTHOUSE THE EXISTING. MATCH EXISTING) 1 S-2 Hudson � o o I Design Group.± ° ° WBX24 ° ° W8X24 Ltd J BUADING 9]N STREET SUIIE YNU TEL 19I0155ISSU * KANC VER.MA01W FAX:19]0133h45Pb C6X70.5 '� (PAINTED TO MATCHI) � OF �SS,y��� EXISTING) — -- — N N 3"X6"X3/8' PLATE 41DEREK J.' . CS (TYP.) (BEYOND) -` CREASER �+ 3/4'0 A325 v CI VI v� THRU—BOLT (TIP.) J S rC'FERE� * n pSS/ONLENC 1 o®o o®o o®o I ao 0 o W8X24 0 o W8X24 ° ° SECTION / 2 \ CHECKED BY: RP 22.34 SCALE: 3"=1'-0" S-2 0 0'-2' 0'-4' 0'-8" V-0' APPROVED BY: DJC 11x17 SCALE: 1-1/2"=1'-0" WBX24 SUBMITTALS (TYP. OF 1) c' (PAINTED TO DATE omaronox BY 3 MATCH EXISTING) EXISTING PENTHOUSE B* (BELOW) 2 W8X24 3"f 5/8-0 A325 S-2 (TYP. OF 1) 5/8'0 A325 I~� THRU-BOLT (NP.) 1 (PAINTED TO 6"t THRU-BOLT (NP.) MATCH EXISTING 1 m/m/16 Iswm EOR PmM11N0 w 0 0 0 0 0 0 � Q o w/1y1s m1m For rx5rzo w ® ® o®o 0 o W8X24 0 o WBX24 __ _ _ __ _ _ H1 Q Q j. 511E NUMBER: -H 4BS0200B — 511E NAME: O O ( BS20 ERS wax2a RK 9—D"} — — — — — — Qsx10.5 (TYP.) 511E A DRESS: - 7-XB"X1/4" 4"X4"X1/2' HSS (TMP.) 320 LEM, M TE STREET 1/4" (TYP.) SALEM, MA 01970 1 PLATE STUB-UP (TYP.) ESSEX COUNTY S-3 �) FRP HSS PLATE STEEL sNEEr mtc (NP.) 1/4" 3"X3'Xi/4" (TYP.) STRUCTURAL 14'91' V7— PLATE DETAIL 3 PLATE DETAIL a DETAILS Cid t 22x34 SCALE: 3"=1'-O" S_2 22x34 SCALE: 3"=1'-0" S-2 (L1900) <z �o STEEL FRAMING PLAN 11x17 SCALE: 1-1/2"=1'-0" 11x17 SCALE: 1-1/2"=1'-0" +Y Z (BETA&GAMMA&GAMMA SECTORS) SHEET NUMBER 22x34 SCALE: 1"=1'-0" S-2 0 0'-6" 1'-0" 2'-0' 3'-0" 0 0'-2' 0'-4" 0.-8" V-0" 0 0'-2" 0'-4" 0'-8" 1'-0" S 2 11x17 SCALE: 1/2"=1'-0" v L NOTE: STRUCTURAL NOTES: PROPOSED FRP & STEEL TO PRIOR TO COMMENCING CONSTRUCTION, GC SHALL T-MOBILE BE PAINTED .WHITE TO MATCH DATED: SEPTEMBER 9,REFER TO STRUCTURA1-2016E TO PROVIDED BY HDG. THEEXISTING DETERMINE F THERE NORTHEAST LLC ANY SUPPLEMENTAL OR SPECIAL INSTALLATION REQUIREMENTS, OR RELOCATION ARRANGEMENTS 15COMMERGEWAY.SURE8 NORTON,MA Q766 4'-O"3 ILL B'-O"t OIHCE(�)ae FAX:(s0612662695 3/8" THICKFRP 4'-2"t DIAGONALS (TYP. I 0 �smartlink e - `�\�� �� /�,/" FRP 1/2"0 THRU-BOLTS (TMMARTLINK 1997 ANNAPOLIS P') EXCHANGE PKWY SURE 2W _ FRP HSS ANNAPOLIS,MID 2140L rt 3"X3"X7/4" (TMPD "" FRP 1 4" PANEL ) Hudson -H \\ / \ Design Group. , `y' i "\j PROPOSED 2" STD. (2.38. O.D.)X6'-O" LONG �; 41 ANTENNA MOUNTING PIPE s. (TYP. OF 3 PER SECTOR, xx �o j I6m OSGOODSIREB \ cI T TA NIILDINrtF30V0 GMN0ZEHAUTHE(9]8)567.49 TOTAL OF 9) R! N.ANDOVER..01w FAX,(9781 i° 4'-10't FRP CLIP L 3-X3-X3/8- (TYP-) ao m p N OF SSS PROPOSED STEEL L (TYP.) m Cy \ - (TO REPLACE EXISTING o� DEREK J. c METROPCS L) g CREASER (TOP & BOTTOM) STEEL L 3"%3'X3/8" CIV 1 PROPOSED 1/2"0 (TYP.) (TOP & BOTOTM) I —BO - LTS (TYP.) q Q VTOUP of • e ROPOSED STEEL I a H1 :{ 1'-8"t 1'-9't o w 1m/2P"; U-BOLT (L ij CHECKED BY: RP TOP OF EXISTING PENTHOUSE APPROVED BY: DJC SUBMITTALS I FRP HSS REv. aR usamlwN Bt 6 C6X 10.5 (TYP.) FIRP BOLTS 1/2"0 3"%3"X7/4" (TYP. OF 1) FRONT - 3/4"0 THRU-BOLT FRP 1/4- ) 3"%6"X3/8" (TYP.) PANEL (TYP.) PLATE (NP.) PENTHOUSE EXTERIOR WALL BETA & GAMMA T W/26/T6 ISSUED RR PET08n61G w SECTORS O w/12/16 Isom RIR IR48W w 14'91' U SITE NUMBER: SCREEN WALL ELEVATION DETAIL� z=� PROPOSED SCREEN WALL 4BS0200B (BETA&GAMMA SECTORS) / '� iz �z ENCLOSURE PLAN SITE NAME: BS200/PARK 22x34 SCALE: 1"=1'-0" S-3 6 o'-s" 1'-0" z'-0' 3'-0' X (BETA&GAMMA SECTORS)�z� TOWERS 11217 SCALE: 1/2"=1'-0" y 22234 SCALE: 1"=1'-0" S-3 0 0'-6. 1'-0" 2'-0" 3'-0" R 11x17 SCALE: 1/2"=1'-0" SEE� RIZSS 320 LAFAYETTE STREET SALEM, MA 01970 _ ESSEX COUNTY SHEET TIRE STRUCTURAL DETAILS (1-1900) SHEET NUMBER S-3 ANTENNAS T-MOBILE STAINLESS (TYP.OF 3 PER FROM ANTENNA STEEL TWO HOLE COPPER SECTOR, TOTAL OF 9) NORTHEAST LLC HARDWARE / COMPRESSION TERMINAL ISCOMMEACE WAY.NIIEB GROUNDING CABLE, NOTION.MA CUSS TMAS (TYP. OF 9) ANTENNA OLLC sail Ssi,= SUPPORT PIPE FAX:ISM)01 28 626 2] GROUND BAR RRUS (NP. OF 3) MAST (TYP.) KIETA�rTYP�ROOFING A ELEVATION AES AWG INSULATED JUMPER REQUIRED ONLY G WHEN 1-1 4"R AND STANDARD EGB LARGER (TMP.) GROUND KIT (TYP.) LOCK WASHER, FLAT WASHER, TYR. POWER PANEL ANTENNA CAB E (TMP') 3/8"x1-1/4" HEX TO BTS (TYP.� � smartlink BOLT ROOFTOP TELCO CABINET CONNECTOR 6 AWG INSULATED NUT TMP. - _ A - WEATHERPROOFING q2G KIT (TYP.) FROM ANTENNA PROVIDED WITH CABLE PROPOSED T-MOBILE c UTILITY CONDUITS SMCHANG COMPONENTS FRAME SUPPORT GROUNDING KIT TMP.) cv GROUND BAR L7900 C ]ANNA ANNAPOLIS EXCHANGE supe zoo INSTALLED INSIDE THE COAX GROUND KIT ANNAPOLIS MID zlaol EXPOSED BARE COPPER TO BE 6201 CABINET CABLE TRAYS GROUNDING KEPT TO ABSOLUTE MINIMUM, NO CABLE EXISTING #2 AWG BTCW AGB: COMMSCOPE KIT INSULATION ALLOWED WITHIN THE EXISTING 3206 NO. GB-0414-17 SECTION "A-A" COMPRESSION TERMINAL (TYPICAL) 6201 T OR EQUAL NOTE: CABINET CABINET 1. "DOUBLING UP" OR "STACKING OF CONNECTION IS NOT PERMITTED. G G G G G Hudson 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. $2 AWG BTCW Design Group. 3. CADWELD DOWNLEADS FROM UPPER AGB/EGB, LOWER EGB, AND MGB. G BONDED TO TOWER G LUG TYPICAL GROUND BAR I"OBGOOD SM CONNECTION DETAIL / T \ ECH ATE` NMUDI.mmaCNORmsune SIM to(9781 M7 EQUIPMENT ROOM INSTALL CABLE GROUND KIT ABOVE HORIZONTAL BEND N. DOVEA.MAo1SNs EAxgmSl OSsases SCALE: N.7.5 E-1 AND ALWAYS DIRECT GROUND WIRE DOWN TO AGB/EGB. FALL LLESS OTHERWISE NOTED, i Mce TOWER TOP CABLE GROUNDING DETAIL OF tilassgc GROUNDING CONDUCTORS TO EXIST. SCALE: N.T.S - �SE #2 AWG BTCW GROUND O DEREK J. T CONNECTION - -TO NTENNA CREP,JE(�< GROUNDING RISER DIAGRAM�z� STANDARD GROUNDING CIVI KIT (NP.) SCALE: N.T.S E-1 EXISTING AGB (TOP SEE NOTE 1. �i OOA-2P MAIN DISC. - #6 AWG INSULATED (PROVIDED 4'O�,S^O'/STEN OTVSS WITH GROUNDING KIT TYR) /ONAL N10A_2 #2 AWG BTC 2$A-2P (x4) EXISTING EXISTING TOWER 3206 GROUND LUG CHECKED BY: RP _ CABINET EXISTING TOWER PBC GROUND HYBRID/COAX CABLES APPROVED BY: DJC 6200 BUS GROUND LUG (TYP. FOR ALL) 15A-2P #2 AWG BTC SUBMITTALS EXISTING EGB (BOTTOMSEE NOTE 1. TEV. DOE DC306RTB w AHU TO BTS VIA TRAY OR ICEBRIDGE CONDENSER DISCONNECT 1OA-2P EXISTING 401 6201 PROPOSED L1900 COMPONENTS (2) #2 AWG BTC STANDARD GROUND CABINET INSTALLED INSIDE THE 6201 KIT (NP.) CONDENSER CABINET EXISTING EGB I IB/m/16 In11ED raR FmeTINc w (2) #2 AWG 0 M/12/16 ¢2rm RR rETmr w EXISTING POWER PANEL $2 AWG BTCW BTCW �, RING GROUND 5 STIE NUMBER: ELECTRICAL LEGEND 20A-lP NOTE: 4BS0200B L- - - - - - - 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF SITE NAME, A AINTIE TOWER. ANTENNA LOCATION AND CONNECTION ORIENTATION. BS200/PARK v VULT -TWA ONE LINE POWER DIAGRAM �41 GFI PROVIDE ADDITIONAL AGB/EGB AS REQUIRED. X OUTLET 2. A SEPARATE GROUND BAR TO BE USED FOR GPS ANTENNA IF REQUIRED. TOWERS C GWOUT SCALE: N.T.S E-1 511E ADDRESS: I OMVAI®Mm CDmAT 320 LAFAYETTE STREET Bn H qt0(ue) anR wE ELECTRICAL &GROUNDING NOTES: TOWER BOTTOM CABLE GROUNDING DETAIL 5 SALEM, MA 01970 Asc'L1IIL4 xoRs MEMO ELECTRICAL&GROUNDING NOTES SCALE: N.T.S GKUM) E-1 G ESSEX COUNTY (R 1 ONDID - 1. All ELECTRICAL WORK SMALL CONFORM TO THE REQUIREMENS OF THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE SPATE AND 13,USE /6 COPPER SITWNDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND /2 SOLD SHEET TILE R N® LOCAL CODES. TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON WE DRAWING. IJ � �'� OI�WlOGL CnIELIXW 32. ALL ELECTRICAL. ME ELECTRICAL WORK HALL BE ULL ALL LABOROµDOR LISTSD AMID DESCRIBED URED PER DRAWINGS AND 11ON REQUIREMENTS. INCIDENTAL WORK TO PROwDE 14.ALL GROUND CONNECLONS TO BE BURNDY WGROUND COMPRESSION TYPE CONNECTORS OR CADWELD UOTHERMIC WELD. DO NOT ALLOW WE ONE-LINE DIAGRAM Af8 •GADMBD Cp11EC10N COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. COPPER WIRE TO BE IN CONTACT WTM GALVANIZED STEEL O • E0.6YFN cmxuB BW/NNBeA SID IO BAA 4. GENERAL CONTRACTOR SIAL PAY FEES FOR PERMTIS,AND IS RESPONSIBLE MR ONANING SVD PERMIIS AND COORDINATION OF INSPECLONS. 15.ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST ANO SIFWGHIEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS & GROUNDING -G- TADAO CO{PLR YB4 9ZE AS NPR➢ 5. ELECTRICAL NTD TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANQED RIGID STEEL CONDUITS OR SHOULD NEVER BE BENT AT RIGHT ANGLE ALWAYS MAKE AT LEAST 12" RADIUS BENDS. /6 WIRE CAN BE BENT AT 6' RADIUS WHEN NECESSARY. SCHEDULE BD PVC (AS PERMITTED BY CODE) AND WHERE REQUIRED IN LIQUID TOW FLEXIBLE METAL OR NONMETAWIR.C CONDUBOND ANY METAL OBJECTS WITHIN 7 FEET OF PROPOSED EQUIPMENT OR CABINET TO MASTER GROUND EAR. D TAI S D3YHD YgID 6. RIGID STEEL CONDORS SHALL BE GROUNDED AT BOTH ENDS. 16.CONNECLONS TO NCB SHALL BE ARRANGED IN THREE AWN GROUPS: SURGE PRODUCERS (COAXIAL CABLE GROUND KI15.TELCO AND POWER PANEL L19O) D@A.AI01 IAd.1061G OIIRDD1TfjL8 An SIRNOFD. 7. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE KNEW. WWN, OR THIN INSULALR. GROUND): (GROUNDING ELECTRODE RING R BUILDING STEEL): NON-SURGING OBJECTS (EGB GROUND IN BS UNIn. IABFSS XO1FD OBERWSE) 8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECIRICPL ROOM AND PROPOSED CELL SIZE POWER PEDESTAL AS INDICATED ON THIS DRAWING. 17.CONNECLRS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBILNG COMPOUND TO ALL 5/dis'COeRR QM STAOEE4 SRO.dd.ID ROD PROADE FULL LENGLI PULL ROSE. COORDINATE INSTALLATION INTIM ULUIY COMPANY. LOCALO XI SHEET NUMBER O 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE ULLLIY DEMARCATION POINT AND PROPOSED CELL SITE TECO CABINET AND BIS CABINET AS 10.APPLY OXIDE INHIBITING COMMEND TO ALL COMPRESSION TYPE GROUND CONNEGTONS. -0-0_ •IXOIXDBec(GDA )m O INDICATED R DRAWING A-1. PRONDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE AT 19.BOND ANTENNA MOUNnNG BRACKETS. CCI CABLE GROUND KITS, AND ALMA TO EGB PLACED NEAR WE ANTENNA LOCALON. TRE) EACH END 20.BOND ANTENNA SEE'S AND MOB TO WATER MAIN.F C PPC PoIER Rc7KN COMET 10.ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE SHAHAVE NENA 3R ENCLOSURE 21.TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE-OUT DOLUMENTADON. C mm-NMEDIKNN RECRRJC MIRDR SYSTEM(m)BILL 11.GROUNDING SHALL COMPLY WITH NEC ART. 250. 22.BOND ANY METAL OBJECTS WITHIN 7 FEET OF PROPOSED EQUIPMENT OR CABINET TO WASTER GROUND W. 12,GROUND COAJQAL GABIE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. 23.VERIFY PROPOSED SERI UPGRADE WI LOCAL UTILITY COMPANY PRIOR TO CONSTRUCTION.