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10-12 FIRST ST - BUILDING INSPECTION I -lp U-'�\ Z10KIgL4 Ulf � The Commonweali"toug SAW s Department of Public Safety Massachusetts State BuildiFg,Cpy t(7MT � 25 Building Permit Application for any Building;er a ne-or Two-Family Dwelling (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) Map/Lot: 10-12 First Street Salem MA 01970 (Existing telecommunications site) 130006-0 No.and Street City/Town Zip Code Name of Building(if applicable) /I SECTION Z:PROPOSED WORK _ Edition of MA State Code used 8th If New Construction check here O or check all that apply in the two rows below [V _ Existing Building 11 Repair❑ Alteration Addition 11Demolition ❑ (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other ❑ Specify: ., Are building plans and/or construction documents being supplied as part of this permit application? Yes No ❑ Is an Independent Structural Engineering Peer Review required? Yes ❑ No Brief Description of Proposed Work: Install three(3)newer technology cell antennas and associated equipment at existing cell site 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): 77roposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP.(Check as applicable) A: Assembly A-1 ❑ A-2[I Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educational ❑ F: Facto F-1 ❑ F2❑ 1 H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institutional I-1 ❑ 1-2❑ 1-3❑ I-4❑ 1 M: Mercantile❑ R: Residential R-10 R-2❑ R-3❑ R-4❑ S: Storage S-1 ❑ S-2❑ I U: UtilityAEr I Special Use❑and please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ 1 IV ❑ 1 VA ❑ VB ❑ _ SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) n/a Trench Permit: Debris Removal: Water Supply: Flood Zone Information: Sewage Disposal: Licensed Disposal Site❑ Public El Check if outside Flood Zon Indicate municipal 11A trench will not be P n/a requiredV'or trench or specify: n/a Private❑ or indentify Zone: or on site system❑ permit is enclosed❑ Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable 1 Is Structure within airport approach area? 1 Is their review completed? or Consent to Build enclosed❑ Yes❑ or Novl�_ I I Yes❑ No SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: t Use Group(s): Type of Construction: Bldg Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner Pequot Il Limit Partners 10-12 First Street Salem,MA 01970 Name(Print) No.and Street City/Town Zip Property Owner Contact Information: c/o SBA Site Management 508 _614 _0389 Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes Kri Pelletier/SBA Communications 33 Boston Post Rd West,Ste 320 Marlboro MA 01752 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 her and skip Section 10.1 10.1 Registered Professional Responsible for Construction Control Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor SBA Network Services,LLC Company Name Jeff Steinberg CS-076934 Name of Person Responsible for Construction License No. and Type if Applicable 33 Boston Post Rd West,Ste 320 Marlboro MA 01752 Street Address City/Town State Zip 508 251 -0720 x 3804 c/o kpelletier@sbasite.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 i suance of the building permit. Is a signed Affidavit submitted with this application? Yes?No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Estimated Costs:(Labor Item and Materials) Total Construction Cost(from Item 6)_$ 15,000 1.Building $ 15,000 Building Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ appropriate municipal factor)_$ 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality) 5.Mechanical Other $ Enclose check payable to 11/1 4 00V 6.Total Cost $ 15,000 (contact municipality)and write ch number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my e below,I hereby attest under the pains and penalties of perjury that all of the information contained in this applica ' ue and accurate to the best of my knowledge and understanding. kpelletier@sbas ite.com /ICri Pelletier-SBA Communications Property Specialist -508-2511 !1720 x 3804 - - Please print and sign name Title Telephone No. to 33 Boston Post Rd West, Ste 320 Marlboro MA_ 01752 Street Address City/Town State Zip Municipal Inspector to fill out this section upon application approval: Name Date SBA November 6, 2015 Attn: Marcia/Sally Office of the Building Inspector City of Salem 120 Washington St., 3rd Floor Salem, MA 01970 Re: T-Mobile Antennas @ 12 First Street, Salem, MA 01970 T-Mobile#: 4BN0070A L700 Dear Marcia or Sally: Enclosed, please find a building permit application and related materials for the above-referenced existing telecommunications site.' Also enclosed is a check in the amount of$170 to cover fees for same. Please let me know if you have any questions or need anything further. Otherwise, if you would kindly mail the issued Permit to us in the enclosed SASE`it,would be greatly appreciated. Thank you, Kri Pelletier Property Specialist SBA COMMUNICATIONS CORPORATION 33 Boston Post Road West Suite 320 Marlborough MA 01752 508.251.0720 x 3804+T 508.251.1755+ F 203.446.7700+C kpelleti a RaD sbasite.com This application is eligible for relief under Act 6409 of the Middle Class Tax Relief Act of 2012 and reserves its rights hereunder. /-Mass SBACO-1 OP ID: KB ,a►`� CERTIFICATE OF LIABILITY INSURANCE D03117DDIYYYY) 0311712015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must 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: Clem J.Wandrisco Henderson Brothers,Inc. PHONE FAX 920 Ft Duquesne Blvd AIC NOEa:412-261-1842 ac No: 412-261-4149 Pittsburgh,PA 15222 AD RESs:cjwandrisco@hendersonbrothers.com Clem J.Wandrisco,III INSURERS AFFORDING COVERAGE NAIC N INSURER A:Travelers Property Casualty Co 25674 INSURED SBA Communications Corporation INSURERB:St Paul Fire&Marine Ins Co 24767 Thomas Hunt, Esquire INSURER C:Illinois Union Insurance Compa 5900 NW Broken Sound Parkway Boca Raton, FL 33487 INSURER D: INSURER E NSURER F 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN$R ADDL TYPE OF INSURANCE SUB POLICY NUMBER MMIDDPOLICY/Y EFF POLICY EXP LTR YYYI IMMIDIXYYY)D LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 900,00 A X COMMERCIAL GENERAL LIABILITY TJEXGL474M8138TIL15 03/15/2015 03/15/2016 REM/ NTED PREMISES Ea occurrenra $ 900,00 CLAIMS-MADE OCCUR MED EXP(Any one person) $ N/ X $100,000 SIR PERSONAL B ADV INJURY $ 900,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATELIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY X PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea accident A X ANY AUTO TC2JCAP474M814ATIL15 03/15/2015 03/15/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS PER ACCIDENT X 100,000 DED-HCPD $ 1X UMBRELLA DAB X OCCUR EACH OCCURRENCE $ 25,000,00 B EXCESS LIAR CLAIMS-MADE ZUP15N3740515NF 03/15/2015 0311512016 AGGREGATE $ 25,000,00 DED I X I RETENTION$ 10,000 $ WORKERS COMPENSATION X TWO CSTATU- OTH- AND EMPLOYERS'LIABILITYLIMER A ANY PROPRIETORIPARTNEREXECUTIVE YIN TC2JUS475M437815(AOS) 03/15/2015 03115/2016 E.L.EACH ACCIDENT $ 1,000,00 OFFICERIMEMBER EXCLUDED? a NIA A (Mandatary in NH) TRJUB475M438A15 03/1512015 03/15/2016 E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 C PROFESSIONAL COOG24641800005 03/1512015 03/15/2016 CLAIMIAGG 5,000,00 POLLUTION SIR 100,00 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) CERTIFICATE HOLDER CANCELLATION FORINFO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE FOR INFORMATIONAL PURPOSES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ONLY AUTHORIZED REPRESENTATIVE Clem J.Wandrisco, III ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD iJ Y Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supcir icor License: C"769.0 tri. JEFFREY S STEIlMBERG'- �'- 26 CHURCH ST � . WESTBOROUGH Af 90158 j f Expiration Commissioner 03/28/2016 Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(99 Inn)of enclosed space. Failure to possess current edition of the Massachusetts State Building Code is cause for revocation of this license. For DPS Licensing information visit: w .Mass.Gov/DPS The Coinmoiiwealtli ofMassaeliusetts Department of IndastrialAccideids I Congress Street,Sitite 100 Boston,MA 02114-2017 Ivwluiniiss.gol/dia VI'vorkers'Compensation Insurance Affidavit:Builders/Contractors/Electricions/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organizatiotglndividual):SBA Communications Corporation Address:8051 Congress Avenue City/State/Zip:Boca Raton, Fl-33487 Phone#:508.366.5505 Are you an employer?Check the appropriate box: Type of project(required): L[Z]I am a employer wilt, 750 employe"(full and/or part-time).• 7. ❑New construction 2❑l am a sole proprietor or partnership and have no employees working for me in 8. ORemodeling any capacity.[No workers'comp.insurance required] 3.[J l am a homeowner doing all work myself INo w•orkers'comp.insurance required.]t 9. El Demolition 4.01 am a Immeoxmer and will be hiring contractors to conduct all work on my property. I will 10E]Building addition ensure that all contractors either have Workers'compensation insurance or are sole ILL]Electrical repairs or additions proprietors with no employees. 12.QPIumbing repairs or additions 5.0 i he a general contractor and 1 have hired the have workers'co listed on the attached sheaf 13.oRoof repairs These sub-contractors have employees and hoe workers'comp.insurances 6.❑we are a corporation and its officers have exercised their right of exemption per MGL a. 14.ElOther Telecommunications 152,§1(4),and xn have no employees.[No worker=comp..insurance required.] *Any applicant that checks box#1 most also fill out the section below shoving their xvi kers'compensation policy tnfonnatlon. t Homeowners who submit this affidavit indicating they we doing all work and then hire outside contractors must submit a new affidavit indicating such. =Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their xorkers'comp.policy number. J aur nu employer fliat is proi,idiag nvorkers'coimpetisatioir tnsaramcefor»1,emplo,ees. Beloly is the polio,tart job site Information. Insurance Company Name:Henderson Brothers,Inc./Travelers Property Casualty Co. Policy#or Self-ins.Lie.#:TC2JUB475M437815-TRJUB475M438A15 Expiration Date:3/15/2016 Job Site Address: z2 ,[sr,-,-jp'l- City/State/Zip: .S'w yj 7jrzt—_7 i2%iPeQ .Attach a copy of the workers'compensation policy declaration page(showing the policy number and.expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by 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.A copy of this statement may be forwarded to the Office of investigations of the DIA for insurance coverage verification. J no hereby cergy under the pains mid penalties of per�ary that the inforatadou provided nbore is true and correct. Signature: 'i 913 t�- Date: �� 07 � Is— Phone s—Phone#:56eki.ff2o x 3801 / Offrcial use o=il,. Do not nvrite ht this area,to be completed by ell,or tovn official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Cityfrovn Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: STRUCTURAL ANALYSIS REPORT For 4BNO070A BN070 / AATPEQUOT HIGHLANDS 12 First Street Salem, MA 01970 Antennas Mounted on Non-Penetrating Ballast Frames; Equipment on the Roof I Prepared for: ( SBA ® T - 6Mob le twof o� DANIEL P. y Dated: October 2 2015 HAMM 4 CIVIL a No.40720 Prepared by: mar R � Hudson Design Groupuc O i 1600 Osgood Street Building 20 North, Suite 3090 North Andover, MA 01845 f Phone: (978) 557-5553 www.hudsondesinnarouplic.com Hudson©O Design Groupuc 1{D SCOPE OF WORK: Hudson Design Group LLC (HDG) has been authorized by T-Mobile to conduct a structural evaluation of the structure supporting the proposed T-Mobile equipment located in the areas depicted in the latest HDG's Construction Drawings. This report represents this office's findings, conclusions and recommendations pertaining to the support of T-Mobile's proposed equipment. This office conducted an on-site visual survey of the above areas on September 2, 2015. Attendees included Robert Harris (HDG-Senior Field Technician). CONCLUSION SUMMARY: Limited steel erection plans prepared by A. Leo Nash Steel Corp. dated May 24, 1972 we available and were obtained for our use. A limited visual survey of the structure was completed in or near the areas of the proposed work. 4 Full building plans were not available for our reference. HDG's analysis was based on the following assumptions: • The roof beams are similar to the top floor beams. W 14x26 steel beams grade A36 were used. • 6" inch lightweight concrete slab (1 10 pcf). Based on our evaluation, we have determined that the existing structure IS CAPABLE of supporting the proposed equipment within or near the proposed locations with the following recommendations: i • The existing Gammas sector antenna frame is proposed to be relocated over roof beams. Location to be determined. • The roof rating results were marginal, but acceptable. HDG does not recommend adding anymore weight than what is proposed in this report. • Contractor to verify roof construction prior to any equipment installations. If field conditions differ from what is assumed in this report, then the engineer of record is to be notified as soon as possible. Further design may be required. APPURTENACE/EQUIPMENT CONFIGURATION: (6)AIR 21 B4A B2P Antennas(56"x12.1"x7.9" - Wt. = 91 lbs. /each) (3) LNX-6514DS-AlM Antennas(72.9"x11.9"x7.1" - Wt. =32 lbs. /each) (3) RRUS-11 B12 (19.69"x16.97"x7.17" Wt. = 51 lbs. /each) (3)TMA'S I E Hudson Design GroupuO DESIGN CRITERIA: 1. Massachusetts State Building code, 8th edition and ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Wind Analysis: Reference Wind Speed: 105 mph (780 CMR 1604.10) Exposure Category: B (ASCE 7-05 Section 6.5..6.3) Roof Live Loads: Ground Snow, Pg: 45 psf (780 CMR 1604.10) Occupancy Category: II (ASCE 7-05 Table 1-1) Importance Factor(I): 1.0 (ASCE 7-05 Table 7-4) Exposure Factor (Ce): 1.0 (Partially Exposed,Table 7-2) Thermal Factor (Cf): 1.0 (ASCE 7-05 Table 7-3) Calculated Flat Roof Snow Load: Pf=0.7*Ce*Ct*I*Pg: 31.5 psf (ASCE 7-05 Equation 7-1) Calculated Drift Snow: 35.73 psf Roof Dead Loads: Ballast Stone: 9 psf Rubber Membrane: 1 psf Rigid Insulation: 1.5 psf 6" Lightweight Conc.Slab: 55 psf Ceilings: 5 psf iMiscellaneous: 5 psf I 2. EIA/TIA -222- G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures Town/City: Salem County: Essex Wind Load: 110 mph 3. Approximate height above grade to the top of the enclosures: 135'-6"+/- Hudsontj Design Groupuc EXISTING ROOF CONSTRUCTION: Structural plans were not available for our reference. The existing roof construction appears to consist of loose laid ballast on a roofing membrane over rigid insulation on fop lightweight concrete slab supported by steel beams and columns. ANTENNA / RRU SUPPORT RECOMMENDATIONS: • The new antennas and RRU's are proposed to be mounted on new steel pipes secured to the existing non-penetrating ballast frames located on the roof. • The existing Gammas sector antenna frame is proposed to be relocated over roof beams. Location to be determined. • Additional ballast is required to all sector frames. Reference the table below for the minimum ballast requirements per frame. MINIMUM BALLAST REQUIREMENTS SIDE Back Front TOTAL BALLAST 1,520 lbs. 11401bs. WEIGHT Limitations and assumptions: I f 1. Reference the latest HDG construction drawings for all the equipment locations j details. i 2. Mount all equipment per manufacturer's specifications. i 3. All structural members and their connections are assumed to be in good condition and are free from defects with no deterioration to its member capacities. 4. All antennas, coax cables and waveguide cables are assumed to be properly installed and supported as per the manufacturer requirements. 5. HDG is not responsible for any modifications completed prior to and hereafter which HDG was not directly involved, b. If field conditions differ from what is assumed in this report, then the engineer of record is to be notified as soon as possible. H � G + . � . . -; F' , �� yr�A iyl�irN �""Q~" �� w Y$ s+'i Q Y xYyY * �k k � �{ 'S Mme" y� 't r �F'. M«'R^'M e �a� � ,r � • � ° '4. fin. � �! ' � a PSI� } � .�... w, 1 �� '�'` £ 'aT w.ro. ' ypy�yv..'t 1 s�, .'� A...Yd�tA'Knjr �-,,y1+��j �'}*S ri'SiS��iC� �s ��F� fr�d` y {�) � �� y H � � e / , ti o - G . � . . � � �� d ,thy,/� � ,� �4m�i x �a�,� �' t^,r' '-� .°tom: r :A i� v . . ,� # .dv 4 � Y' a �� T} JT�f4 +�•` ` �y y t�yam} A.Y"ii K`t^' �h7�y�j �+" r�� R ; fSF a �` `1� t"IJff� ,i4lY ' n-+A �xo..�.}..'� �.fli?Y'a y '�/ a'� S yr ,�'�t�1Ra Ptr ';P.ry,'�' P�y"� .s,� i - 9 e --� i. .: �.�� z . Y}_. W�♦�...E ��'-+-�*Lay P Yt �• ; ' � t 13� -.. °�' �, , : �` � • t,.c..� ,.-� �_�" ,y .,�y a r t �' 44v�Y.. �.� �%� ? . �^ � � nom" �^''R+•'M1.� Hudson© Design Groupuc Antenna Calculations w i Date: 10-02-15 Project Name: BN070/AATPEQUOT HIGHLAND Project Number: 4BN0070A Hudson Designed By: AA Checked By:MSC Design Group 4® 2.6.5.2 Velocity Pressure Coeff: K 2.01(z/zg)2/a z= 135.5 (ft) zg 1200 (ft) i Kz 1.078 a= 7 Kzmin< Kz 5 2.01 Table 2-4 Exposure 29 a Ksmm Ke B1 1200 ft 7.0 0.70 0.9 C 900 ft 9.5 0.85 1.0 D 700 ft 11.5 1.03 1.1 2.6.6.4 Topographic Factor: Table 2-5 Topo.Category Ke f 2 0.43 1.25 3 0.53 2.0 4 0.72 1.5 I K:t= (1+(K.K/Kn))z Kh=a cr• 1 I K,r= #DFV/O! Kh= kDIV/0! KQ 0 (from Table 2-4) (If Category I then Ku=1.0 Kt= 0 (from Table 2-5) f= 0 (from Table 2-5) Category= 1 z= 135.5 H= 0 (Ht.of the crest above surrounding terrain) Kn 1.00 Date: 10-02-15 Project Name: BN070/AATPEQUOT HIGHLANDS Project Number: 4BNO070A Hudson ' p Designed By: AA Checked By:MSC Design Grouptt 2.6.7 Gust Effect Factor 2.6.7.1 Self Supporting Lattice Structures Gh = 1.0 Latticed Structures>600 ft Gh=0.85 Latticed Structures 450 ft or less Gh = 0.85+0.15 [h/150-3.01 h=ht.of structure h= 127 Gh= 0.85 2.6.7.2 Guyed Masts Gh= 0.85 ' 2.6.7.3 Pole Structures Gh= 1.1 2.6.9 Appurtenances Gh= 1.0 2.6.7.4 Structures Supported on Other Structures (Cantilivered tubular or latticed spines,pole,structures on buildings(ht. : width ratio>5) Gh= 1.35. Gh= 1.35 I Date: 10-02-15 Project Name: BN070/AATPEQUOT HIGHLANDS Project Number: 4BNO070A Hudson j Designed By: AA Checked By: MSC Design Groupuc© 2.6.9.2 Design Wind Force on Appurtenances F= qz*Gh*(EPA)A qi 0.00256*K,*Kit*Kd*Vmax2*1 Ki 1.078 K,t= 1.0 A:= 31.72 Kd= 0.95 Vmax 110 1= 1.0 Table 2-2 Structure Type Wind Direction Probability Factor, Kd Latticed structures with triangular,square or 0.85 rectangular cross sections Tubular pole structures, latticed structures with other 0.95 cross sections, appurtenances Determine Cf: If lattice Structure See Manual If Tubular Pole Structure, Use Corrected Value from Table 2.7 Below 1 C Round 225.8/C""' 16 Sided 12 Sided S Sided r mph.ft <32 1.2 1.2 1.2 1.2 (Subcritical) 32 to 64 38.4/C" 12.6/Co.678 2.99/C"" 1.2 (Transitional) >64 0.6 0.75 1 1.2 (Supercritical) C=(I*K,t*K,)o.s*V*D D =Outside diameter for rounds: 0.25 feet _. C= 28.55 Cf= 1.2 Date: 10-02-15 Project Name: BN070/AATPEQUOT HIGHLANDS Project Number: 4BN0070A Hudson Designed By: AA Checked By: MSC Design Groupu4 Determine Ca: Table 2-8 Force Coefficients(Ca)for Appurtenances Member Type Aspect Ratio!;2.5 Aspect Ratio=7 Aspect Ratio z 25 Co Ca Ca Flat 1.2 1.4 2.0 Round C<32 0.7 0.8 1.2 (Subcritical) 325C<_64 (Transitional) 3.76/(e"') 3.37/(C 0.415 38.4/(C.r.o) C>64 0.5 0.60.6 (Supercritical) Aspect Ratio is the overall length/width ratio in the plane normal to the wind direction. (Aspect ratio is independent of the spacing between support points of a linear appurtenance, and the section length considered to have uniform wind load). Note: Linear interpolation may be used for aspect ratios other than those shown. Appurtenances Height Width Depth Flat Area Aspect Ca Force Ibs Ratio LNX-6514DS-AlM 72.7 11.9 7.1 ,6.01, 6.11 1:36 n. 350 AIR21 B2A 56.0 12.1 7.9 4.71 4.63 1.29 261 I RRHil 612 (Shielded) 20.0 5.1 7.0 0.71 3.92 1.26 38 f - Date: 10-02-15 Project Name: BN070/AATPEQUOT HIGHLANDS Protect Number: 48N0070A Hudson sig � Designed By: AA Checked By: MSC Calculate Total Ballast Required for Ballast Mount WIND FORCES F antenna = 872 lbs. F RRH = 38 lbs. Wa Wb Antenna Height= 8.5 ft RRH&Junc. Box Height= 8.5 ft F= Fc Length = 7 ft Overturning at Ballast FS= 1.5 Moment= 11602.5 lbs.-ft I Hold Down Force= 1657.50 lbs. Per Side Wa Ballast Equipment Frame= 150 lbs. Total Ballast Required Wa= 1507.50 lbs. Blocks Required Wa= 20 Assumed 76 lbs. Block(8"x8"x16"Solid) Wb Ballast Equipment 1 Frame 250 lbs. j 3 Antennas 223 lbs. j 1 RRH 51 lbs. j 1 TMA 10 Ibs Total = 534 lbs i Total Ballast Required Wb= 1123.50 lbs. Blocks Required Wb= 1s Assumed 76 lbs. Block(8"W'46"Solid) Footprint area under ballast frame= 58.33 sq.ft. Footprint area under ballast frame= 57.33 psf Project:BNO070A pap Design Andres o-Project Engineer / Location:Antenna Support Pipe Mast - Hudson Design Group LLC Multi-Loaded Multi-Span Beam 1600 Osgood Street,Suite 3090,Bldg.20N [1009 International Building Code(AISC 13th Ed ASD)] North Andover,MA 01845 Pipe 3 Std. x 9.58 FT(6+3,6)/ASTM A53-GR.B Section Adequate By:49.5% StruCalc Version 8.0.113.0 10/2/20151:59:31 PM Controlling Factor: Deflection LOADING DIAGRAM DEFLECTIONS .Left Centsr Live Load 0.36 IN 21/404 -0.02 IN 1/2147 Dead Load 0.04 in 0.00 in Total Load 0.40 IN 2L/358 -0.02 IN 1_11950 Live Load Deflection Criteria:L/240 Total Load Deflection Criteria: U240 REACTIONS A Live Load 713 Ib 0 Ib Dead Load 98 Ib -25 Ib Total Load 811 Ib -25 Ib Uplift(1.5 F.S) 0 Ib -350 Ib Bearing Length 0.40 in 0.00 In BEAM DATA LeA Center _ Span Length E ft 3.58 ft pn A B Unbraced Length-Top 6 ft 3.58 It 1 Unbraced Length-Bottom 6 it 3.58 ft t STEEL PROPERTIES UNIFORM LOADS L92 Center Uniform Live Load 0 plf 0 pif t Pipe 3 Std.-A53-GR.B Uniform Dead Load 0 plf 0 plf Beam Self Weight 8 plf 8 plf Properties: Total Uniform Load 8 plf 8 plf Steel Yield Strength: Fy= 35 ksi Modulus of Elasticity: E= 29000ksi POINT LOADS-LEFT SPAN Tube Steel Section(X Axis): dx= 3.5 in Load Number One Two Tube Steel Section(Y Axis): dy= 3.5 in Live Load 350 Ib 38 Ib j Tube Steel Wall Thickness: t= 0.201 In Dead Load 0 Ib 0 Ib s Area: A= 2.08 in2 Location 3 f 31t Moment of Inertia(X Axis): Ix= 2.85 in4 Section Modulus(X Axis): Sx= 1.63 in3 Plastic Section Modulus: Z= 2.19 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 17.41. Allowable Flange Buckling Ratio: AFBR= 58 Allowable Flange Buckling Ratio non-compact:AFBR_NC= 256.86 Nominal Flexural Strength w/Safety Factor: Mn = 3825 ft-Ib Controlling Equation: F8-1 Shear Buckling Stress Coefficient Eqn.G6-2a: Fcr= 21 ksi Nominal Shear Strength w/Safety Factor: Vn= 13078 Ib j Controlling Moment: -1301 ft-Ib Over right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s)1,2 Controlling Shear: -434 Ib At right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Reo'd Provided Moment of Inertia(deflection): 1.91 in4 2.85 in4 - Moment: -1301 ft-Ib 3825 ft-Ib Shear: 434 lb 13078 lb - NOTES Hudson© Design Groupuc Roof Calculations , I C f 2 -el... ....Lid s; ... AN" IV 5=10A.A tlA S..,f4l (r)Tmosza v-VPMF--,r CLOA15 AL u • 4- 4TI%F C TO T3E AaOC47iD 4n CK pl-1 1 2 REM, �Mh Date: 10-02-15 Project Name: BN070/AATPEQUOT HIGHLANDS Project Number: 4BN0070A Hudson Design Groupuct*it Designed By: AA Checked By:MSC Calculate Driff Snow: Ground Snow Load, Pg 45 lost Calculated Flat Roof Snow: 31.5 psf Minumum Roof/Parapet Length, Lu 25 ft. Snow Densty, Y 19.85 pcf Height of Wall, h 2.67 ft. Balance Snow Height, hb 1.59 ft. Clear Ht. from top of balanced snow load to parapet, he 1.08 ft. he/hb>0.2 0.68 Therefore,design for drift Height of Snow Drift, hd 1.8 Figure 7-9(ASCE 7-05) Width of snow drift,w 7.2 ft. Surchage load, pd 35.73 psf Lu i I Surcharge Lofld - Due to Dti ing h he Id[ pd Balanced Snow Load h L f i i Date: 75 Nam Project Name: BN070/AATPEQUOT HIGHLANDS Project Number: 4BNO070A Hudson to Designed By: AA Checked By:MSC Design Groupo Check Roof Capacity: Reference: •Steel Erection Plans by E. Leo Nash Steel Corp. dated 05/24/72. Load Breakdown: 'Roof plans were not available; therefore, roof beams were assumed to be the some size as the floor beams. Roof Beam Assume W 1426;A36 Tributary Width 13.75 ft. Live Loads: Calculated Flat Roof Snow: 31.5 psf Load on Beam 433.13 pit t Calculated Drift Snow: 35.73P sf .Load on Beam r 491.29 plf I Dead Loads: I 4 Roof (Assumed) Ballast stone 9 psf Rubber Membrane 1 psf Rigid Insulation 1.5 psf 6' Light Wt.Conc.Slab 55 psf Celings 5 psf Miscellaneous 5 psf Total= 76.5 psf Load on Beam 1051.88 plf Antenna Frames 58.5 psf Load on Beam 409.50 plf )7 ft.Tributary Width) Project: BN0070A page Design Andres o-Project Engineer / Location:Roof Beam 1 Hudson Design Group LLC Multi-Loaded Multi-Span Beam1 1600 Osgood Street,Suite 3090, Bldg.20N er (2009 International Building Code(AISC 13th Ed ASD)] 16North Andover,MA 01845 A36 W14x26 x 18.0 FT Section Inadequate By:3.6% C 51 ACCMAZLE StruCalc Version 8.0.113.0 10/2/2015 1:07:32 PM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center - Live Load 0.16 IN U1319 Dead Load 0.45 in Total Load 0.61 IN 0354 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A @ Live Load 5440 Ib 4137 Ib Dead Load 11339 Ib 11339 to _ Total Load 16779 Ib 15476 Ib „-- Bearing Length, 0.82 in 0.82 in BEAM DATA Center Span Length 18 it Unbraced Length-Top 0 it A Unbraced Length-Bottom 18 it STEEL PROPERTIES W14x26-A36 UNIFORM LOADS Center Uniform Live Load 433 pif Uniform Dead Load 1052 pif Properties: E= 29000 ksi 36 ksi Beam Self Weight 26 plf Modulus of Elasticity: E= Yield Stress: Total Uniform Load 1511 plf Depth: d= 13.9 in TRAPEZOIDAL LOADS-CENTER SPAN Web Thickness: tw= 0.26 in Load Number One Two Flange Width: bf= 5.03 in Left Live Load 0 plf 491.3 plf Flange Thickness: if= 0.42 in Left Dead Load 409.5 plf 0 plf Distance to Web Toe of Fillet: k= 0.82 in Right Live Load 0 pif 0 plf Moment of Inertia About X-X Axis: Ix= 245 in4 Right Dead Load 409.5 pif 0 plf Section Modulus About X-X Axis: SX= 35.3 in3 Load Start 5 ft Oft Plastic Section Modulus About X-X Axis: Zx= 40.2 in3 Load End 13 ft 725 ft Design Properties per AISC 13th Edition Steel Manual: Load Length aft 7.25 ft Flange Buckling Ratio: FBR= 5.99 Allowable Flange Buckling Ratio: AFBR= 10.79 Web Buckling Ratio: WBR= 48.08 Allowable Web Buckling Ratio: AWBR= 106.72 Controlling Unbraced Length: Lb= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 4.5 ft Nominal Flexural Strength w/safety factor: Mn= 72216 ft-Ib Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 48.08 Limiting height to thickness ratio for eqn.G2-2:h/lw-limit= 63.58 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 51041 Ib Controlling Moment: 74827 ft-Ib 8.62 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 167791b At left support of span 2(Center Span) - Created by combining all dead loads and live loads on span(s Comparisons with required sections: Read Provided Moment of Inertia(deflection): 166.15 in4 245 in4 Moment: 74827 ft-Ib 72216 ft-Ib Shear: 167791b 51041 Ib NOTES Hudson© Design Groupuc Referenced Documents i i p - py r J1W� t I� f>nnr » +•vs•..w ,,,,i.�Y vN w q•J) (-., ,..r �l tc..r,w�.w i nrold '-'+•ILa'C rr' ..—� r/9•gE,orl Bf/M %^7 r✓ - Y'leu m + ++n] ..... l" f 'f -. 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Dj.�-..aM.c.•..' {t, �-xxt' _ ^� `}w v xt ,jl .Yur- .� r • ..:e:e S k4 `cY . - •�•� ro w ..fi.. ) dr)• I _.• l4 Fal ft 9 >3 jl�_ — - E i - .3 a 9• 6 T 8. i it p; • ]:.r • 3-1 • .f.] .n..o. 1T-..o /3'l3.'J y y� .-cf a-. la s' ... 3 _{ �-i ep p:3 ..P• { 4 F Ai 4a•l�.s b+ .y a,.z .e.,a wa. .ni aw.el._ ,.fi.0 •V�?. ..y. .f.^3. l fa-r- •neat • abl, _, � L' .e. 5.n2 �r".a.::.. .ai:d w,.n5..e • :J,v.f..r y .ni o.). .nLn .? e(b; •'T N q �" I a• •r ReCFI\e. Y ell d.f: STRUCTURAL NOTES• T-MOBILE ` ^ PRIOR TO COMMENCING CONSTRUCTION, GC SHALL REFER TO STRUCTURAL ANALYSIS PROVIDED BY NORTHEAST LLC A-2 HOG TO DETERMINE IF THERE ANY SUPPLEMENTAL OR SPECIAL INSTALLATION REQUIREMENTS, OR 15 COI wAY.SJUEa EXISTING ANTENNAS RELOCATION ARRANGEMENTS. NORTON,NUk027se BY OTHERS (TYP.) OFFICE'.USM)sesnBo FAK'.15331 2862693 EXISTING ANTENNAS BY ALL PROPOSED T—MOBILE OTHERS ON BALLAST FRAME ANTENNA MODIFICATIONS EXISTING EMPTY EQUIPMENT (TYP. OF 3 LOCATIONS) A-3 (TYP. OF 3 LOCATIONS) O PLATFORM BY OTHERS .SBA ® i Sfl9NFMVUGEMENI 1469ROUIE9NORM,NIIF#f EXISTING SUPPORT EXISTING EQUIPMENT woowRaExlmws IP:9W963.N36 BEAM PLATFORM BY OTHERS i • , T—MOBILE FEEDLINES 2 / (SCHEDULE A) A-1 Hudson / / EXISTING i—MOBILE CPS INSTALL PROPOSED RAN EQUIPMENT / EXISTING Design Cro p.±P ON PLATFORM POST IN EXISTING 6131 GSM/UMTS/LTE // PENTHOUSE Ie000srvvo3$REFI CABINET (REFER TO FINAL RFDS) BUILDING p NORTH.SUITE 3390 TEL.(978155ru53 / - N.ANDOV_R,N 018 FAx19701335.5586 EXISTING T—MOBILE EXISTING T—MOBILE / A-1 21'-1"x2'-6•' 2106 GSM CABINET / EQUIPMENT PLATFORM (DARK) / EXISTING CABLEQF ,(/ TRAY (TYP.) �S�+�C' DEREK J. yGs ExIsrlNc r-MOBILEFT� CREASER 45'—VA: E -H _3 CABINET 3 CIV 0 3'-0" MIN. WORK • ."BIBI1 CLEARANCE CLEARANCE EXISTING ROOFTOP '�yx„ '� /v///// �A\ of GI--,- �F FSS/CNAll LOCATION OF EXISTING PROPOSED LOCATION OF CHECKED BY: BB BALLAST FRAME TO BE EXISTING BALLAST FRAME RELOCATED TO BE CENTERED OVER „a �OR�'F APPROVED BY: DPH ROOFTOP PLAN 1 EXISTING BEAM ,(AGN 22234 SCALE: 1/8•=1'-0• A-1 0 4'-0• 8'-0' 1fi'- - 24'-0• A,, c � 11,17 SCALE: 1/16•=1'-0• SUBMITTALS INSTALL PROPOSED RAN EQUIPMENT sF IN EXISTING 6131 GSM/UM`TS/LTE CABINET (REFER TO FINAL RFDS) EXISTING T—MOBILE GPS EXISTING T—MOBILE FE UNE ON PLATFORM POST 2106 GSM CABINET SCHEDULE FEEDUNE DESCRIPTION LOCATION (DARK) EXISTING (3) 3/4• HYBRID TRUNKS, EXISTING (1) 3/4" HYBRID TRUNK, (4) TOTAL 7/8" A (12) TOTAL 7/8- COAX (8 CAPPED INSIDE + 0 1o/Dx/15 ®fD EBR WFblalCinx A AND WRAPPED) TO T—MOBILE SECTORS COAX (2 CAPPED AND WRAPPED) A CABLE TRAY EXISTING T—MOBILE REMAIN, (TYP. PER SECTOR) (REFER TO SBA PROVIDED Nm PPC CABINET SITE nuslBEx STRUCTURAL ANALYSIS FOR SPECIAL CABLE EXISTING T—MOBILE EQUIPMENT FEEDUNE INVENTORY BASED ON ---'"= INSTALLATION REQUIREMENTS, BUNDLING, SHIELDING, OBSERVED FIELD CONDITIONS, RFDS AND FEEDUNE LEASING {{' — a' 4BNO070A MOUNTING AND RELOCATION OF EXISTING CABLES) ENTITLEMENTS MAY DIFFER. 1 s T _ - sm HIRE. BN070/AAT PEQUOT HIGHLANDS ' w s EXISTING x2T6MOBILE . _ a 12 FIRST STREET SALEM. MA 01970EQUIPMENT PLATFORM ESSEX COUNTY sHm TER£ x _ ROOFTOP PLAN & ism— EQUIPMENT PHOTO�� - S SOURCE: HOG 09-02-2015 SOURCE: HOG 09-02-2015 SOURCE: HDG 09-02-2015 SOURCE HOG 09-02-2015 SOURCE HOG 09-02-2015 SHEET NIIIIBER ALPHA SECTOR BETABEC7ffi CIAMMA.SECTOR EQUIPMENT CABINET FEEDLINE PHOTO DETAILS EQUIPMENT PHOTO DETAIL 3 �_1 SCALE: N.-ES A-1 1 SCALE: N.T.S A-1 STRUCTURAL NOTES T-MOBILE PRIOR TO REFER TO COMMENCING ICONSTRUCTION. TRUCTURAL ANALYSISED SHALL NORTHEAST LLC HDG TO DETERMINE IF THERE ANY SUPPLEMENTAL OR SPECIAL INSTALLATION REQUIREMENTS, OR IS COMMERCE WAY,SUTFE9 RELOCATION ARRANGEMENTS. NORTON.MAU]]66 OHICE:I6Q)23o-22m FAA'.(5 )nIEWBn SBA ® OF EXISTING PENTHOUSE EXISTING PENTHOUSE SM SH NiNAG ENI IMN.lrtiNO.'.x3 ELEV. = 146.2'} A.G.L WoaoeRiocE Nl OruRS la.li�liuwd GL OF EXISTING T-MOBILE ANTENNAS PROPOSED T-MOEINE qLL E%ISTING T-MOBILE EXISTING ANTENNAS BY OTHERS ANTENNA MODIFlCATIONS EQUIPMENT ON PLATFORM ON BALLAST FRAME (TYP.) ELEV. = 135.5'} A.G.L EXISTING EQUIPMENT A-3 OF PROPOSED T-MOBILE ANTENNAS PLATFORM BY OTHERS (fYP. OF 3 LOCATIONS) ELEV. 134.8 t AG.L TOP OF EXISTING PARAPET � Hudson®� ELEV. = 129.7'} A.G.L De9lgn Groupuc J�TOP OF EXISTING ROOF ELEV. = 127.0'} A.G.L NbECSG ODSTRER EXISTING ANTENNAS eunowcxNoxN.sul:E 2oio T¢.pTel sszsssa BY OTHERS (TYP.) N.ANTEOVER,MA01&s Mx:I'm]nsORI6 ® � ® ® ME P��N OF kigssgC' ® Lm M I ME o� DEREK 'I yGs CREASER ® NEm [a ® o M ® 0M n ® Im � ME no 121 MI CIVI S ON UL U�u no IN � � M ® Lal ® ® Nj E no `CsTEREa F'S�oNAL ® E a Im no mo I M ® ® ® Em = EDM on FM [a] ME CHECKED BY: BB APPROVED BY: DPH mM117-11 [a] M0 on To UMM mm Fm [a] ME mM [Ell I=T H SUBMITTALS Lev. BME ocsclamx m MM [a] 121Mm EMU Imon M � Ul] miMm MElu [ on n0Im [a] E0 ® ® a Lal � M 00I = ® 0 mm El SME E 0 M E To [010 N m M U � ® ® 0 10/R/15 ®EB TOR D]161RUCIpN 11 snE xuxam: o ® To MM no Im lu H Ew � Lm on no [m = 00 N070AA SM NINE BN070�AAT LU LU M N 10 lu LJ m M M o Im Lm ME I N lu Lm ME PEQUOT HIGHLANDS s Mo S: A FlSTREET SALEM,, M C NTY 1970 0 Lm Lm E M E j IJ Ell M ® m E Lal 11:11M M WN � Lal M E ESSEX COUNTY SHFEf TIRE J cRouND LEVEL ELEVATION ELEV. = 0.0'} A.G.L SHF NUMBER NORTH EAST ELEVATION �� 22234 SCALE: 3/32"=1'-0' A-2 0 5-4' 10'-8' 21'-4' 32'-0' A-2 11x17 SCALE: 3/64'=1'-0" STRUCTURAL NOTES: T-MOBILE PRIOR TO COMMENCING CONSTRUCTION, GC SHALL ° EXISTING T—MOBILE ANTENNA REFER TO STRUCTURAL ANALYSIS PROVIDED BY NORTHEAST LLC y_ (TYP. OF 2 PER SECTOR, TOTAL OF 6) HDG TO DETERMINE IF THERE ANY SUPPLEMENTAL OR SPECIAL INSTALLATION REQUIREMENTS, OR 15 C0MNER0E wAY,MEB EXISTING T—MOBILE UMTS TMA RELOCATION ARRANGEMENTS. NORTON..(VE& (TYP. OF 1 PER SECTOR, TOTAL OF 3) office is )B &27m W.IfMBI28 2693 . PROPOSED T—MOBILE RRU 4 - - - - - - - ISBAN] (TYP. OF 1 PER SECTOR, TOTAL OF 3) A-4 sU RONPGFMExi PROPOSED T—MOBILE L700 ANTENNA 1 2 EXISTING T—MOBILE UMTS TMA wmEDRIfi3MBYV OommDDExf olws TEL ON EXISTING PIPE AND MOUNT :Io<elvuuze I i q-4 (TYP. OF 1 PER SECTOR, TOTAL OF 3) (TYP. OF 1 PER SECTOR, TOTAL OF 3) ( EXISTING BALLAST EXISTING T—MOBILE ANTENNA TOTAL OF 6) SOURCE HDG D9-02-2015 -.� FRAME (TYP. OF 3) (TYP. OF 2 PER SECTOR, Hudson � ALPHA SECTOR ALPHA SECTOR DwIgn C+ upuc® GSM/UMTS 1 NRLING NOETR.ET I BVROING'XINO,E.SllllEl%p TEL 9I6 55]-5553 N,ANpOV_R.MA01&5 FpF:l9]813315596 N OF MOSS ry' I EXISTING BAIJAST FRAME 9C' {{ �� TO BE RELOCATED ?� DEREK J. J; 3 P BETA SECTOR - CREASER 13 } GSM/UMTS C VI w EXISTING BALLAST GAMMA SECTOR _ S FRAME (NP. OF 3) GSM/UMTS ➢ T—MOBILE FEEOLINES G/SIER�-� (SCHEDULE A) q-1 a/�tio'Ar FSS/ v ��3F EXISTING ANTENNA PLAN ONAL �, a M9GNSCALE: N.T.S A-3 NORJyY�0 CHECKED BY: BB APPROVED BY: DPH SOURCE: HDG 09-02-2015 � nils SUBMITTALS -VIEW SHOWS ALL 3 SECTORS IN ONE CONSOLIDATED GRAPHIC, REFER TO ROOF Icv. DVE AEN✓PIMN ar PLAN FOR ACTUAL SPACING AND LOCATION. PROPOSED T—MOBILE RRU A-4 (TYP. OF 1 PER SECTOR, TOTAL OF 3) D lD/m/15 mxT fm wwimicmx u ALPHA SECTOR L7DO SRE NUMBER: C LOCATION OF EXISTING \ 4BN0070A C BALLAST FRAME TO BE Bf1E NUBS n i I RELOCATED BN070/AAT PEQUOT HIGHLANDS 12 FIRST STREET SALEM, MA 01970 BETA SECTOR I ESSEX COUNTY L700 / SHE£T TIRE SOURCE HDG 09-02-2015 ) GAMMA SECTOR EXISTING & GAMMAS L700 PROPOSED T—MOBILE L700 ANTENNA 1z PROPOSED ANTENNA Hlp ON EXISTING PIPE AND MOUNT A-4 PLANS PROPOSED ANTENNA MOUNT PHOTO DETAILS �1 :y 'p.ry PROPOSED ANTEN (TYP. OF 1 PER SECTOR, TOTAL OF 3) SCALE: N.T.S A-3 'kgONtl+ SCALE: N.T.S A-3 BHEEE NUMBER NpR�O A-3 J THE ELEVATION OF THE TIP OF PROPOSED STRUCTURAL NOTES: T-MOBILE T-MOBILE ANTENNAS IS NOT TO EXCEED PRIOR TO COMMENCING CONSTRUCTION, GC SHALL THE ELEVATION OF THE TIP OF EXISTING REFER TO STRUCTURAL ANALYSIS PROVIDED BY NORTHEAST LLC T-MOBILE ANTENNAS. HOG TO DETERMINE IF THERE ANY SUPPLEMENTAL OR SPECIAL INSTALLATION REQUIREMENTS, OR 15COMVRCEWAY.SUITES RELOCATION ARRANGEMENTS. NORTON.027" OUNCE:13031205.2)0] 3 PROPOSED ANTENNA TO—._. FA%:1312862393 A_4 PIPE CLAMP KR (ANDREW BSAMNT-1) Il I A33 A'4 PROPOSED L700 ANTENNA A S B a V 9 MI PROPOSED 3• STD (3.5. O.D.) .'}: sa,slNMnNnGun3m MOUNTING PIPE (9'-8• LONG) WRMT¢9NOM.SKM WME)BROGE NI FNS 1H'.IM)PaU26 PROPO MOUNTING ANTENNA q-4 MOUNTINGG KR N I 4 W � rp i A_4 PROPOSED T-MOBILE RRU t Hudson .r; ,..I. w •' a Design Groupuc ,, ' U LDIN SO N RM S PROPOSED 1/2• U-BOLT, N ANNOVER,bV M5 3a9c TEL 19781357-5553 N.ANWV]L MA 01&5 RAC;9I31336.C�6 (FIELD DRILL/ELONGATE IXISTING I. FACE FRAME HOLES AS NECESSARY , AT CENTER POSITION TO ".� (TYR.ACCOLTop MOD&BOTTOM) u-BOLT) . .. �P�� OF hlgSS�C' r li Lr�I o DEREK J. �Qr [I EXISTING BALLAST CREASER FRAME CIV VT 2 Y I l VOD ANTgdNA �oF CSTERE� DIMENBIONB UPPER BRACKET FSSI�JAL \� MODEL / M-5514DS-AlM ASSEMBLY MANUF. COMMSCOPE CHECKED BY: BE HEIGHT 72.7" r t ` //////------LOWER BRACKET WIDTH 11.9" Ej ASSEMBLY APPROVED BY: DPH DEPTH 7.1" ` WEIGHT 38.8 LBS - _ cL—1 SUBMITTALS MNWM BALLAST REOLWEMENTS. MOUNTING PIPE ANTENNA MOUNTING KR .,,;^ . (z 1/2• — a 1/2. O.D.) (ANDREW BSAMNT-1) � Ivan: °E�p" OR SIDE BACK FRONT TOTAL BALLAST WEIGHT 11.520 LBS. 1,140 LBS. L — L700 ANTENPROPOSED L700 ANTENNA AND RRU MOUNTING DETAIL ANTENNA MOUNTING BRACKET@ SCALE: N.T.S A-4 SCALE: N.T.S A-4 SCALE: N.T.S A-4 D 10/02/15 ®®f0R c01mRlClldl M SITE NUMOER 4BNO070A SITE NWE BN070/AAT PEQUOT HIGHLANDS PROPOSED RRU MOUNT ASSEMBLY 12 FIRST STREET (ERICSSON P/N: ESK 107 2840/1-IN) SALEM, MA 01970 RRU DIIutENBION3 W D 1� ESSEX COUNTY MODEL / RRUI t 812 4 SNM MANUF. ERICSSON FI HEIGHT 20" EQUIPMENT DETAILS WIDTH 17" li s DEPTH 7" WEIGHT 50.6 LBS Y f ` . „ ' �I sNEEr Nuuem PROPOSED RRU DETAIL @ RRU MOUNT ASSEMBLY �4A1 A-4SCALE: N.T.S A-4 SCALE: N.T.S A-4 PROPOSED RRU STAINLESS FROM ANTENNA T-MOBILE ` STEEL ANTENNA SUPPORT �/ NORTHEAST LLC HARDWARE TWO HOLE COPPER PROPOSED ANTENNAVGG PIPE (TYP.) COMPRESSION TERMINAL Is roMNERc A U surtF e GROUNDING CABLE NORTON,MA unaa �/6 AWG INSULATED WEATHERPROOFING OFHce(s )2es2mU GROUND BAR Q KR (TYP.) FAR:I5D9I2E 2e23 A WHEN 1 ER RE/4 0 SAND NLY STANDARD ELEVATION A G POWER PANEL LARGER (TT'P.) GROUND KR (TYP.) LOCK WASHER, FLAT WASHER, TYR. AGB ANTENNA CAB�.E S B A (Typ) ROOFTOP _ _ TELCO CABINET TO BTS (TYP.) 3/8"Xl-1/4" HEX - - - — - - -- CONNECTOR 6AWG INSULATED NUT, TYP. BOLT UTILITY CONDUITS KR ;ROOFlNG FROM ANTENNA PROVIDED WfTH CABLE 3 $4 AWG INSULATED FRAME SUPPORT GROUNDING KR TYP.) ESPSIIEN. GEMENT E-1 TO MGD CABLE TRAYS COAX GROUND KIT wwRODaUaocExi DITES �1 ni lE)Il v6w6 GROUND BAR EXPOSED BARE COPPER TO BE MGB T #2 AWG BTCW AGB: COMMSCOPE WE GROUNDINGC NO. GB-0414—IT KEPT TO ABSOLUTE MINIMUM, NO CABLE INSULATION ALLOWED WITHIN THE G G G G H6 AWG INSULATED GROUND OR EQUAL SECTION "A—A" COMPRESSION TERMINAL (TYPICAL) EXISTING WIRE (SECTION JUMPER) NOTE: 2106 EXISTING AWG BTCW BONDED TO Hudson 1. "DOUBLING UP" OR "STACKING " OF CONNECTION IS NOT PERMITTED. CABINET 6131 CABINET NQS: GROUND WIRE ALONG Design Group. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. (DARK) UNLESS OTHERWISE NOTED, CABLE LADDER TO 3. CADWELD DOWNLEADS FROM UPPER AGB/EGB, LOWER EGB, AND MGB. EQUIPMENT ALL GROUNDING CONDUCTORS CIGBE/MIGB PLATFORM ARE $2 AWG BTCW N4gL Iamosc000swEB G INSTALL CABLE GROUND KR ABOVE HORIZONTAL BEND NUADiNc:DHDRIKSUFT-0 TEL 111E ssss TYPICAL GROUND BAR �.� G = TO EXISTING AND ALWAYS DIRECT GROUND WIRE DOWN TO AGB/EGB. H.nrvoor:N,r+a Dieas Fu.9181 ssea CONNECTION DETAIL ! I W GROUNDING SYSTEM SCALE: N.T.S IR,E-1 GROUND WIRE TO GROUND BAR CONNECTION DETAIL�3� TYPICAL GROUNDING RISER DIAGRAM SCALE: N.T.S E-1 �P N 0 414SS9c SCALE: N.T.S E-1 a=� DEREK J. yJ CREASER CI V I In .g, S GIST RFS ��e 5 INSTALL PROPOSED RAN EQUIPMENT IN i SSON& E-1 EXISTING PPC EXISTING RBS 6131 EQUIPMENT CABINET (REFER TO FINAL REDS) CHECKED BY: BB SERVICE 20OA-2P 3OA-2P TO EXISTING MO SURGE -- APPROVED BY: DPH EXISTING UTILITY SOURCE HDG 09-02-2015 COMPANY UTILITY SUBMITTALS 7- 240V METER [is l T` 2 TEV. AGE DESOEDOI BE EXISTING MANUAL TRANSFER CABINET I'SWITCH CABINET GENERATOR RECEPTACLE 50A-2P (DARK) 6 EXISTING EXISTING BOA-2P BREAKER 6131 CABINETTO BE UPGRADED TO BOA-2F fo BOA-2P BREAKER I f2 2QA-1P GFI 14 D 1G/OR/15 BRED RNGC TO VERIFY THE EXISTING 16 SERVICE GROUND PER NEC CONDUIT AND WIRE SIZE TO 17 ie SITE NUMBER ELECTRICAL LEGEND _ BE 2" GRC CONDUIT AND „ 48NO070A A RADE INSTALL AS NOTED OR 911E NWC v VOU SOURCE HDG 09-02-2015 __J_._ BN070/AAT MIN NU MIT-TOUR PEQUOT HIGHLANDS D °0 ONE LINE POWER DIAGRAM �4� PHOTO DETAIL: PPC PANEL �� Rs GLLWA®BGI mart SM ST STIR SCALE: N.T.S E-1 SCALE: N.T.S E-1 12 FIRST STREET Rln 7===--%o NE IIDm(91D)m14R CORE Aw IAeLs Ilma DIUWo SALEM, NTY ESSEX COUNTY 01970 e SID C ELECTRICAL 8 GROUNDING NOTES 1 60 N JKB 1. ALL EIEODES. WOPo(SXML WNPORN 10 THE REOUIREMENiS OF TEE NADONAL EIECRMGL CODE(NEC)AS WELL AS APPUGBLE STATE AND SXFET TRI£ BM SQUIBB Fy gNEC1IBl L Q CODE 13.USED COPPER STRANDED MR WITH GREEN COLOR INSULATION FDR ABOVE GRADE GROUNDING NNLE55 OTHERW6E SPECIFIED)AND/2 SDUO •GDMf1D mEiIICN 2. ALL EILEM ICY LIENS INLI BE U.L tABM AND N)LISTED AND PROCURED PER SPEANDG REQUIREMENTS. )41 G BARE COPPER WIRE FDR BELOW GRPOE GROUNDING RE INDMi1TE0 ON THE DPAVANG. ONE—LINE DIAGRAM J. THE DECROF WORM AND UDFS ALL TABOR AND NAT86Y DESCRIBED BY DRAWINGS AND SF£CIFlGTDN INCLUDING INCIOEMAL WORK TO PROVIDE 14.ALL GROUND CONNE INC TR BE BUNNDY HYGROUND COMPRESSION TYPE CONNEC10R5 OR GDWDD EXOIMFAMIL WELD. W NOT AUDW flUtE O • FmHExrRUIDflN/NITFEMBXIRDBM GOIAMI OPERATING AND M`MY FE ELECTRIC&SYSTEM. COPPER WIRE IN BE IN COMACT CORN GY.EM112E0 STEEL AND GROUNDING —s— EDIID(ffNE EE.91E A9 MO® 4. GENERIC CONRIADIOR SW IN PAY FEES FON PERNITS,AND IS RESPONSIBLE FOR OBTMNMG SVD ER TOM AND MMED RIGID OF INSPE DIM 15.ROUTE GROUNDING CONDUCTORS MG THE SMOI N AND STRNGHIEST PATH POSSIBLE EXCEPT AS OBE SENT IT W RA). GROUNDING LEADS 5. ELECTRIC&AND TELCO WIRING OUTSIDE A WIWING AND EXPOSED io WFAINER SIWl BE IN WATER TIGHT GALVANQED RIGID SIIFFLL CONDUITS OR SHOULD NEVER BE BEM AT PoGM ANGLE. MWAYS MPXE AT LEIST 12' RADIUS BENDS i6 WIRE CPN BE BEM AT B'RADIUS WHEN NEQEswrr. DETAILS ® SCMEDULE SO PVD (AS PERMITTED BY CODE)AND WHERE REQUIRED IN UOUID 110M DFXIBLE METAL OR NONMETAWC CONDUITS. BOND ANY METAL OWI WIFON T FEET OF PROPOSED EQUIPMENT OR CABINET TO MUSTER GROUND W. GBAAIDN 0N1®IG L0•IC101G1 AK SEM®. 6. RIGID STEED..CONDUITS SHPL&BE GROUNDED AT BOTH ENDS. 16.CONNECTIONS M MGB SHV&BE ARRANGED IN THREE WAN GRWPS: SURGE MI (COAXIM GRIB E MUM MRS.TELCO AND POWER PIWFS MDIFD 011F11W9a 7. EIECTRIGIL WIRING SHALL BE COPPER WITH TWE XHHW,114WN, OR THIN INSULADON. GROUND); (GROUNDING ELECTRODE FIND OR BUILDING STEEL); NON-SURGING OBJECTS (EM GROUND IN BIS UNIT). SHEET NUMBER S a 0{}W am STWNESS S�BIBS RD S. RUN ELECTRIC&CONDUIT OR CABLE BETWEEN DECIRIGL ROOM MID PROFOSEDD CL SIZE POWPEDESTAL AGTED ER S INDON THIS DRAWING. 17.CONNECTIONS TO GROUND STIRS SI DUDE WITH TWO HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBRBIG COMFOUND TO ALL O AT PROVIDE FULL LENGTH PULL ROPE COORDDATE INSTADADON WTTH UTIM OD IM. LDGDONS. -0-0- •DBRD•C(w ECA)01 0 9. RUN TELCO CONDOR OR CABLE BETWEEN TELEPHONE UIILIIY DEMWGDON PONT AND PROPOSED CELL SITE TFLLD CAHIM I AND BTS CGNET AS 15.APPLY OXIDE INTERMNG COMPOUND TO ALL COMPRESSION TYPE GROUND WNNECDONS. E-1 J MTwo INDIGTDI ON DRAWING A-1. PROVIDE FULL LENGTH PULL ROPE N INSTADED TELCO CONDUIT. PROAIJE GRD]AEE CONDUIT MEASURING TAPE AT 19.BOND ANTENNA MOVNITNG BRACKETS,COAXML GBLE GROUND KITS,AND AURA M EMFINEAR THE AMENNA LOGTION. I ITC IUER PNRCIIOX CNNT EACH END. 20.BOND MAEHNA EM'S ANAWN.D NCE TO WATER 0 0 NMEMM IN EI Mue4x SY5191 Dam•B 10.ALL MUNIMENT IDCTFD OUTSIDE SHML HAVE NEMA M ENCLOSURE 21.TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PINDI CLOSE-OUT DMUMEMATION. 11.GROUNDING SHALL COMPLY MIH NEC AM. 250. 22.BOND ANY METAL OBJECTS MTFUN 7 FEET OF PROPOSED EOUIPMENT OR CABINET TO MLSTEN GROUND BAR. 12.GROUND COMA&GBLL SNEIDS MMI AT OUIH ENDS USING MONUFACNRERS COX GABLE GROUMNG KITS SUPPUM BY PROJECT OWNER. M.VERIFY PROPOSED SERACE UPGRADE WITH LOLL UTAIIY COMPANY PROR TO CONSTRUCITON. T-MOBILE NORTHEAST LLC GROUNDING NOTES 15 WAY,14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED mMMERCE TONMAWSN RRE 766 1. SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY e GENERAL NOTES AND SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL CHACE 5N5 zes27m GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. FAR:M) INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), SHALL APPLY: THE SITE-SPECIFIC (UL, LPI, OR NEPA) LIGHTING PROTECTION CODE, AND GENERAL CONTRACTOR SBA COMMUNICATIONS . ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN - CORP.. COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE ACCORDANCE WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS 70 THE SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) A36 (Fy = 36 ksi) UNLESS OTHERWISE NOTED. PIPES SHALL BE ASTM A53 TYPE CONTRACTOR FOR RESOLUTION. OWNER - T-MOBILE E (Fy = 36 kai). ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED 2. PRIOR TO THE SUBMISSION-OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISITGALVANIZED. TOUCHUP ALL SCRATCHES AND OTHER MARKS.IN THE FIELD AFTER _ SBAMI 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO. STEEL IS ERECTED USING A COMPATIBLE-ZINC RICH PAINT. LIGHTNING PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN i6. CONSTRUCTION SHALL COMPLY WITH UMTS SPECIFICATIONS AND "GENERAL ;¢ RUVNOMNA DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF ACCORDANCE WITH THE NEC. CONTRACTOR. CONSTRUCTION SERVICES FOR CONSTRUCTION OF T-MOBILE SITES.' 1 EEYERu@9NOEre,sune Bm wpppBpY]G6 NJNINE 19.'9W96}NEd 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITHEARTH TESTING (PER IEEE L FU AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN LL THE SUBCONTRACTOR SHAFURNISH AND INSTALL SUPPLEMENTAL GROUND ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE Q ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL WITH CONSTRUCTION. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL Hudson C CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 18- THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION Design Groupuc® ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. POWER CIRCUITS TO BTS EQUIPMENT. 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. OUTLINE ONLY. ALSO, WORK SHOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 16000SGOODSr4EE1 GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, BULGING m NORTH.SURE m90 TEL:19731557553 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, N.ANWVER,MADIMS PAY:(9781 MA5636 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS 2 AWG STRANDED EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN COPPER FOR OUTDOOR BTS. INSTALLATIONS AS INDICATED ON THE DRAWINGS. WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW 6. KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE THE WORKERS TO GANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO ��H OF 'SSS GRADE. BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. ��,P '9Cy SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE KITTING UST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. 20. APPLICABLE BUILDING CODES: p DEREK J. GSA F USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 7, THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL STATE (,RFA ER IN -� ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION CIV' B. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR STATED OTHERWISE. (TAN) FOR THE LOCATION. THE EDITION OF THE AHA ADOPTED CODES AND BOLTED TO GROUND BAR. STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE Q- 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED BUILDING CODE: MA STATE BUILDING CODE 780 CMR 8TH EDITION DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION 'Ip G'ISTER�� FF' FOR GROUNDING CONNECTIONS. ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND 'r \� SPACE FOR APPROVAL BY THE CONTRACTOR. FS' LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS S/DNA T-\Vv 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT POWER AND T1 SUPPORTS SHALL BE BONDED TO THE GROUND RING. IN ACCORDANCE WITH THE SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO NEC. FOLLOWING STANDARDS: PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL CHECKED BY: BB 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH THE CONTRACTOR.Y WITH 6 AWS COPPER WIRE REQUIREMENTS FOR STRUCTURAL CONCRETE; APPROVED BY: DPH UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FE OR SUBMITTALS SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. MORE HAVE 1/2 IN. OR GREATER ELECTRICALLY USING NNE EXOTHERMIC STEEL MANUAL OF STEEL CONSTRUCTION. ASD, FOURTEENTH EDITION; �. DUE MUST HAVE I7 BONDED 70 THE GROUND RING USING AN EXOTHERMIC WELD 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS CONNECTION USING #2 AWG SOLID BARE TINNED COPPER GROUND WIRE, PER NEC 250.50 SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIT) 222-G, FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED STRUCTURAL STANDARDS FOR STEEL LOCATION. EQUIPMENT AND ANTENNA SUPPORTING STRUCTURES; REFER 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 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 CONFUCT 0 10/wIs M C016'IRIlcllox A BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. SIZE NUMBER: 4BNO070A SIZE TUMID BN070/AAT ABBREVIATIONS PEQUOT HIGHLANDS srtE nm(axs: AGL ABOVE GRADE LEVEL EO EQUAL REO REQUIRED 12 FIRST 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 TIME NTCW, BARE PTINNEDER ESOUD MGB MASTER GROUND BAR TBR TO BE REMOVEDCOPGENERAL NOTES BGR BURIED GROUND RING MIN MINIMUM TBRR TO BE REMOVED AND REPLACED BTS BASE TRANSCEIVER STATION P PROPOSED TYP TYPICAL SHEET NUMBER E EXISTING NTS NOT TO SCALE UG UNDER GROUND �/'�� '^`I ECB EQUIPMENT GROUND BAR RAD RADIATION CENTER LINE VIF VERIFY IN FIELD \,i11 Y-1 (ANTENNA) EGR EQUIPMENT GROUND RING REF REFERENCE SITE NAME: BN070/AAT PEQUOT HIGHLANDS NORTHEAST LLC 15 12 FIRST STREET NORTON, WAY SUDEB NORTON,D MA ODdd OFFICE Z&ON]O] FA%:SCSI]BbR9d SALEM, MA 01970 T-MOBILE TECHNICIAN SITE SAFETY NOTES LOCATION SPECLLL RESTRICTIONS ANTENNA/TMA/RRH �7 L7 ESSEX COUNTY SECTOR UNRESTRICTED Q O ]� l'1 . - - - SECTOR B: UNRESTRICTED ANTENNA/TMA/RRH SECTOR C: SBn5REw1NACFMENL SITE NUMBER: 4 B N 0070A ANTENNA/ MA/RRH UNRESTRICTED D80 ROUTER roR,ry sa,E o WOODINECE NI D'BR5 IL'.ANPE1b26 CAUTION: OSHA—APPROVED GPS/EMU: PORTABLE STEP—LADDER REQUIRED RADIO CABINETS: UNRESTRICTED PPC DISCONNECT: UNRESTRICTED Hudson MAIN CIRCUIT D/C: UNRESTRICTED RF DESIGN GUIDELINE: 702Cu NIU/T DEMARC: UNRESTRICTED Design Cr p. OTHER/SPECIAL: NONE DUCOSGOOD STREET BUILDING W NORM SUR biO TEL 19]8155]-5553 GENERAL NOTES PROJECT SUMMARY�- _ N.ANCOV_R,MA DIMFAY.'.9]833SS.S96 THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK UNMANNED TELECOMMUNICATIONS FACILITY T—MOBILE a OF '��$ OF T—MOBILE ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT SCOPE OF WORK: EQUIPMENT MODERNIZATION �� IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR 'Y ZONING JURISDICTION: BASED ON INFORMATION PROVIDED BY T—MOBILE, THIS F,p� SqC' THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND S� �r ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. (TOWN OF SALEM) TELECOMMUNICATIONS EQUIPMENT DEPLOYMENT IS AN ELIGIBLE DEREK J. FACILITY UNDER THE TAX RELIEF ACT OF 2012, 47 USC O S 1455(A), AND IS SUBJECT TO AN EXPEDITED ELIGIBLE CR F_ASER THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. Tn] FACILITIES REQUEST/REVIEW AND ZONING PRE—EMPRON FOR R IS ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY LOCAL DISCRETIONARY PERMITS (VARIANCE, SPECIAL PERMIT, SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING SITE PLAN REVIEW). PUBLIC ACCESS PER ADA REQUIREMENTS. ' 12 FIRST STREET CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND a SITE ADDRESS: SALEM, MA 01970 �FF CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE T—MOBILE LATITUDE: 42.50270 SS/ONAL NORTHEAST, LLC REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE "� TIE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. LONGITUDE: —70.91750 • • CHECKED BY: BB SPECIAL STRUCTURAL NOTES JURISDICTION: NATIONAL, STATE & LOCAL CODES OR ORDINANCES CONTRACTOR SCOPE OF WORK SHALL INCLUDE ALL REQUIRED STRUCTURAL APPROVED BY: DPH MODIFICATIONS, RE—BUNDLING OF COAXIAL CABLES OR OTHER SPECIAL CURRENT USE: TELECOMMUNICATIONS FACILITY MODIFICATIONS AS OUTLINED THEREIN. f. SUBMITTALS STRUCTURAL DESIGNS AND DETAILS FOR ANTENNA MOUNTS AND GLOBAL RE PROPOSED USE: TELECOMMUNICATIONS FACILRY STRUCTURAL STABILITY ANALYSIS COMPLETED BY HUDSON DESIGN ON BEHALF OF T—MOBILE ARE INCLUSIVE OF THE ENTIRE SUPPORT STRUCTURE, EXISTING ROOFTOP MANAGER SBA SITE MANAGEMENT ANTENNA MOUNTS AND ALL OTHER ASPECTS OF THE BUILDING THAT WILL SUPPORT THE T—MOBILE MODERNIZATION EQUIPMENT DEPLOYMENT AS DEPICTED e HEREIN. v a, SBA SITE ID: MA95907—L HUDSON DESIGN ASSUMES THAT THE EQUIPMENT IS PROPERLY CONSTRUCTED - SBA SITE NAME: PE0007 HIGHLANDS/WINN AND MAINTAINED. ALL STRUCTURAL MEMBERS AND THEIR CONNECTION ARE ASSUMED TO BE IN GOOD CONDITION AND ARE FREE FROM DEFECTS WITH NO ROBERT ROBESKI DETERIORATION TO ITS MEMBER CAPACITIES SBA REGIONAL SITE PHONE: 908-963-3426 0 10/m/15 mule RM camRUJI a MANAGER: rrobeski®sbasite.com SIZE NUMBER: APPROVALS DRAWING INDEX 4BNO070A SITE NOME SHEET DESCRIPTION REV. BN070/AAT PROJECT MANAGER DATE N0• PEQUOT HIGHLANDS CALL T-1 TITLE SHEET 0Al)�' 12 FIRST STREET CONSTRUCTION DATE GN-1 GENERAL NOTES 0 SALEM, A 01970 M BEFORE YOU DIG ESSEX COUNTY A-1 ROOFTOP PLAN & EQUIPMENT PHOTOS 0 sNEEr 1mE RF ENGINEERING DATE CALL TOLL FREE 1 -888-DIG-SAFE A-2 ELEVATION 0 TITLE SHEET A-3 EXISTING & PROPOSED ANTENNA PLANS 0 ZONING / SITE ACO. DATE OR CALL 8 1 1 A-4 EQUIPMENT DETAILS 0 E-1 ONE—UNE DIAGRAM AND GROUNDING DETAILS 0 slM NUMBER OPERATIONS DATE T UNDERGROUND SERVICE ALERT I -1 ROOFTOP MANAGER DATE