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Home My WebLink AboutBuilding Permit # 1/10/2017 _ Noo H BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION «. , qPermmit NO: Date Received Date Issued: 1 I� 1 9SSRCH!Eta LMPORTANT:A licant must comtete aII items ift LOCA= ._-_ MAP f} NE. TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑New Building ❑One family ❑ ddition ❑Two or more family ❑Industrial Alteration No.of units: ❑Commercial D Repair,replacement ❑Assessory Bldg Others: 0 Demolition ❑Other Existing cell rower D mks Swap(3)existing cell antennas with(3)newer technology ce8 antennas and associated equipment at ex�stmg cell sate No change to tower t height or compound t size All work wn(orms to parameters of an Eligible Facilities Request under Section 6409 of the Middts Glass Tax Relief Act Identification Please Type or Print Clearly) OWNER: Name: Rtckwocds Phone: 5o8.s14.o389 Address: 134 Flanders Rd.,Ste 125,Westboro MA 01581 GONTR$ _4_a Atltlrea x - sup - Horre ARCHITECT/ENGINEER Maserconsulting Phone: 856.797.0412 Address: 2000 Midland.Frive#io0,Mt Laurel NJ 08054 Reg.No, 52056 FEE SCHEDULE:BULDING PERMIT'$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED 5125.00 P R S.F. Total Project Cost:$ 15o0oFEE:$-- Check No.: k10_-6 NOTE: Receipt No.; Zt zz Persons contracting with unregistered contractors do not have access to the guaranty Jand Si nature of�rgertfilOwne�= - ' r_ � yRlg�a£ure of cantacfclx ¥`s 9 Plans Submitted_. Plans Waived❑ Certified Plot Plan ❑ Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tamiine(lviassage(Sody Art ❑ Swimming Pools ❑ N/A >> Well ❑ Tobacco Sales Food Packaging/Sales ❑ Private(septic tank,etc. El Permanent Dumpster on Site El THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM DATE REJECTED DATE APPROVED PLANNING&DEVELOPMENT 11 10 ) Z311ZOL COMENTS fA V t� 'uyl t G - i> na 5)b9mIl )l. � �xsm 1 + s& b6c la � 5 CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals:Variance,Petition No: Zoning Decisionlreceipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water&Sewer COnneCtiontSianature&Date Driveway Permit Located at 384 Osgood Street Town of Andover a - -763_,o%- t7 * '4 1 No. r h ver, Mas aS V BOARD OF HEALTH Food/Kitchen PERM T ILD Septic System THIS CERTIFIES THAT...!?lF�+�'�..... .4. . � !S�"�T! �1irs..A`T®.�,�!!P�,..... BUILDING INSPECTOR Foundation has permission to erect..........................buildings on.,`.. .....,....... Rough to be occupied as. !�rl!........ ,.. .................................................................... Chimney provided that the person acce ting this permit shall in every respect conform to the terms of the application Final on file in this office,and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES 16 MONTHS ELECTRICAL INSPECTOR UNLESS COSTIO Rough Service I .. ........ ... .. .. ... Fina BUILDING PECT R GASINSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises—Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Pet. January 4,2017 F Ms.Maura Deems Building Department Town of North Andover 120 Main Street North Andover,MA 01845 Re: AT&T Site Upgrades @ 300 Chestnut Street,North Andover,MA AT&T Site#: MAL03349 Dear Maura: Enclosed,please find a check in the amount of$180 to cover building permit fees for the above- referenced existing telecommunications site(AT&T upgrades). If you would kindly use the enclosed SASE to forward the Permit and any pertinent documents to us, it would be greatly appreciated. Thank you, Kri Pelletier Property Specialist SBA COMMUNICATIONS CORPORATION 134 Flanders Rd.,Suite 125 Westborough,MA 01581 508.251.0720 x 3804+T 508.366.2610+F 203.446.7700+C kgelletier(ftbasite.com Kri Pelletier From: Kri Pelletier Sent: Monday,January 4,2017 12:11 PM To: 'Maura Deems' Cc: Donald Belanger Subject: RE:300 Chestnut-AT&T Upgrades Permit Maura—thank you both. Check and 8.5x115ASE are on their way. Thanks again, -- -- Kri Pelletier Property Specialist 508.251.0720 x 3804+T / } 508.366.2610+F 203.446.7700+C kpelletier@ sbasite.com From:Maura Deems[mailto:mdeems@northandoverma.gov] Sent:Monday,January 9,2017 11:54 AM To:Kri Pelletier<KPelletier@sbasite.com> Cc:Donald Belanger<dbelanger@northandoverma.gov> Subject:Re:300 Chestnut-AT&T Upgrades-Permit I checked with Donald Belanger.Building Inspector,and he ok`d you sending the check in the amount of $180.00 for the building permit fee.When sending a SASE please send a 8x11 112 sized envelope so that-,ve can send the permit back without the need of folding it. Thank you, Maura Deems On Mon,Tan 9,2017 at 9:18 AM,Kri Pelletier<KPeiletier=.¢sbasite.com>wrote: Good Morning Maura. Thank you for your message indicating that our Building Permit for 300 Chestnut(AT&T cell site upgrades)is ready. We have a check cut in the amount of$180 ready for you. I'm hoping it will be ok for us to mail that to you with a SASE for the return of the permit? Thank you, t ISBAW] December 9,2016 Mr.Gerald Brown Inspector of Buildings Building Department Town of North Andover 1600 Osgood Street North Andover,MA 01845 Re: AT&T Site Upgrades @ 300 Chestnut Street,North Andover,MA AT&T Site 4: MAL03349 Dear Mr.Brown: 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$180 to cover fees for same. Please let me know if you have any questions,or need anything further. Otherwise,if you would kindly forward the issued Permit to us in the enclosed SASE,it would be greatly appreciated. Thank you, Kri Pelletier Property Specialist SBA COMMUNICATIONS CORPORATION 134 Flanders Rd.,Suite 125 Westborough,MA 01581 508.251.0720 x 3804+T 508.366.2610+F 203.446.7700+C koeiletier()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. � VELOCITEL ENGINEERING INNOVATION Structural Analysis for SBA Network Services,Inc. 152.0'Self-Support Tower(152.0'AGL) SBA Site Name:North Andover SBA Site ID:MA01085-A-13 AT&T Site Name:North Andover AT&T Site ID:MAL03349 I FA#10063415 Site Address:300 Chestnut Street,North Andover,MA 01845-5308 FDH Velocitel Project Number 16P'WVN1400 Analysis Results Tower Components i 96.1°1 Sufficient Foundation 102.5°1 ( Sufficient Prepared By: Reviewed By: I 1c�y Phylicia D.Hicks Dennis D.Abel,PE Project Engineer I Director of Structural Engineering MA License No.45976 Velocitel,Inc.,d.b.a.FDH Velocitel 4tn, 6521 Meridian Drive � DENNIS D. ey Raleigh,NC,27616 o ABEL (919)755-1012 STRUCTURAL y Structural@?afdhvelocitel.com y No.4°.4Q jt-9I'1rt °.rSAaLE �tiF. December 01,2016 Prepared pursuant to/he hNSPTIA-222-6 S wlwa(Standard far Anlwm Suppa ling Structures and Antennas and the Mas—h wls Building Code 8th Editm STR-RPT-10100 RG 1.3.8 ^ Structural Analysis Report SBA Network Services.Inc. SBA Site ID:MA01085-A-13 December0l;2016 TABLE mCONTENTS EXECUTIVE SUMMARY ............ ................... .................... .................. .---'3 Conclusions-- ...................................... _—.......................--__................................ » Recommendations............................................................................—__—................. ___............... ; APPURTENANCE LISTING—........................... __ ............. ..... ....................---_ ...................4 RESULTS...................----............................—_ ........................................................ -- .............. _.v GENERALCOMMENTS ............... -- ........... ...................-- ......................— ................—u LIMITATIONS' ......................... —' ....................................... ...........................—'—.........................—........... 8 APPENDIX_—'_................................... ................................. ' ....................----................... -----» Structural Analysis Report SBA Network Services,Inc. SBA Site IS:MA01085-A-13 December 01,2015 EXECUTIVE SUMMARY At the request of SBA Network Services,Inc..FDH Velocitei performed a structural analysis of the existing Self-Support Tower located in North Andover, ,MA to determine whether the tower is structurally adequate to support the antenna configuration In place per Table 1 pursuant to the ANSI177A-222-G Structural Standard for Antenna Supporting Structures and Antennas and the Massachusetts Building Code 8th Edition. Information pertaining to the antenna loading,current tower geometry,member sizes,and below grade parameters was obtained from: Source r �a URSGreiner Tower Drawings Joh No.0535525.03 October 07,1998 FDH Engineering Inc. Foundation Mapping Prc ect No.04 0333E A riI 14,2004 Geotechnol ies,Inc. Geatechnical Report Project No.1-04 0498-EA A riI 23,2004 SterlingEngineering Modification Drawings Project Na-061-575 Ma 25,2004 Sterling Engineering Previous Structural Analysis Project No.081-697 Februar 17,2005 FDH,Inc Foundation Ma in Pro e;.t No.10104106T T3 November 24,2010 FDH Engineering Inc. Modification Drawings Project No.11-05129E S2 Januar 23.2012 FDH Engineering,Irc. Moofication Inspection Project No,11-05129E S2 April 10,2012 FDH Engineering,Inc. "dodificat'io,Drawings Proect Na.146D901400 Se tember 19,2014 FDH,Inc. Mo 'oat on inspection Job No.146DX81700 January 16,2015 FDH,Inc. TIA Insoec6'on Job No,146DX817C;0 January 16,2015 SBA Network Services,Inc. The basic design wind speed per the ANSIITIA-222-G standard is 100 mph without ice and 40 mph with 1"radial ice. Ice is considered to increase in thickness with height. Furthermore, this structure was analyzed as a Class Ii Structure in Exposure Category B with a Topographical Factor of 1,and Spectral Response Acceleration of S,=0.330 and S,=0.075. Note: Per Section 2.7.3 of the ANSIITIA-222-G Standard,the seismic(eahhquake loading effects can be ignored if the spectral response acceleration at short periods(Ss)is less than or equal to 1.00.The tower's location mandates a design Ss of less than 1.00,thus seismic loading was not considered as part of the analysis of this structure. Conclusions With the antenna configuration in place per Table 1 we have determined the tower stress level to be sufficient and the foundation(s)to be sufficient pursuant to the requirements stipulated by ANSIITIA-222-G Structural Standard for Antenna Supporting Structures and Antennas and the Massachusetts Building Code 8th Edition. For a more detailed description of the analysis of the tower,see the Results section of this report. Our structural analysis has been performed assuming all information provided to FDH Velocitel is accurate(i.e.,the structure member information;tower layout,existing antenna loading,and proposed antenna loading)and that the tower has been properly erected and maintained per the original design drawings. Recommendations To ensure the requirements of the current analysis standards are met with the antenna configuration in place per Table 1, we have the following recommendations: 1. Feed lines to be installed as shown in Figure 1 in the Appendix. 2. RRUIRRH Stipulation:The equipment may be installed in any arrangement as determined by the client. STR-RPT-10100 _.._ __. _.. 3 '.. Structural Analysis Report ; SBA Network Services,Inc. SEA Ste ID:MA01085-A-13 December 01,2016 APPURTENANCE LISTING The antennas and equipment,with their corresponding feed lines,considered for this analysis are shown in Table 1, tithe actual layout determined in the field deviates from the layout,FDH Velecitel should be contacted to perform a revised analysis. Table 1-Appurtenance Loading Existing Loading: Antenna lion Feed Lin. Card,, mount Elevation(ft,) Descrip Elevation(IL) Mount Type (1)Andrew P2F-52-NXA i (1)Andrew VHLP800-11-Dw1 145 (1)Andrew VHLP2-11-D45'1 4)112' t1`.12'x 6'2'OD.: (3�12'T-Frames 3'i 7'0 x 4.5'ODUI (3)718' Clearwire= 142 1 OR (3)114' I j (3)Ar9 LLPX31OR 142 Or Samsun RRH2WBO 2112'X 12`Junction Boxes (212'Stando`fs (3)ALU NFPS-2C j (3)RFS APXV.M14-ALU-120 (3)RFS APXVSPP19 j 130 (3)RFS RRHSX20-25-FEU (4)1-114' i Staint 132 (3;11'T-Frames (3)ALU RRH2X50-800 (3)ALU RRH2X40-PCS 9 RFS ACU-A20-N 3)Kathrein 800-10121 (3)Kathrein 800-10766 (3)CCI OPA-65RA CUU-H8 (6)Ericsson RRUS 11 (12)1-518" 120 (3)Ericsson RRUS-32 (2)7116"Fiber AT&T 121 (3)12'T-Frames (3)Ericsson,RRUS E2 4)314'DC (6)Pewerwave LGP21401 (o)Kathrein 860 10025 2 Reynold DC6-48-60-18-8F 1 912` 4VBZ 119 (6)Commscope LNX-6514DS (6)Cemmscope SBHH-1D6516DS 110 i (3)Alcatel RRtfi2X60 02)1-5#8" Verizon 112 (3)12'Sector Frames , j (3)Alcatel 9442 (3)Alcatel PCS B25 RRH4X30 3)RFS DB-B1-6C-12ASoZ 107.5 1 i Celwave PD1 187 tt i-114' Arch100 (1)Standoff 47 5 Sat Dish 111/4' 46 1 2'Sta�da`f I.Fsedlines installed as shava in Figure 1 in the Appendix. 2.Cleanvae has(3)U8'and(3)1/4'eoax install inside(2)2.3`conduits Proposed Carrier Final Loading: DescriptionAntenna MountElevation(ft.) (3)Kathrein 800-10121 (3)CCI HPA-65R-BUU-H8 (3)CGI OPA-65R-LCUU-H8 (o")Ericsson RRUS 11 (12)l 120 (3)Ericsson RRUS-32 (2)7/16"Fiber AT&T 121 (3)12'T-Frames (3)Ericsson RRUS 32 82 (4)3114'DC (6)Powerwave LGP21401 (6)Kathrein 860 10025 2'Ravcap DC6-48-60-18-8F STR-RPT-10100. _ _.. . 4 Structural Analysis Report SBA Network Services,Inc. SBA Site M:69.401085-A-13 Decernber01,2016 RESULTS The following material grades for individual members were used for analysis: Table 2-Material Grade IdemberType Material Grade Legs i A572-50 j Bracing Table 3 and Table 4 display the summary of capacities for the analyzed structure and its additional components. Values greater than 100%indicate locations where the maximum force in the member exceeds its capacity. Note:Capacities up to 105% are considered acceptable(except foundation soil interaction, up to 110%is considered acceptable). Table 5 displays the maximum dish rotations at service winds speeds. If the assumptions outlined in this report differ from actual field conditions,FDH Velocitel should be contacted to perform a revised analysis. Furthermore, as no information pertaining to the allowable twist and sway requirements for the appurtenances was provided,deflection and rotation were not taken into consideration when performing this analysis. See the Appendix for detailed modeling information. Table 3-Structure Member Capacities Section No. Elevation(ft.) T1 152-146 Component Leg P25076 GR 15.3 Pass T2 146-143.417 Leg P2x0.30 GR) ( 21.6 Pass T3 143.417-14i Leg P2x0.30'GR) 26.4 Pass T4 141-136 Leg 38.0 Pass T5 136-126 L P2x0.30(GR) 60.6 Pass T6 126-116 Leg P2x0.30(GR) 69.9 Pass '.. T7 116-111 I Leg P2x0.30 GR) 66.4 Pass '.. T8 111-108.5 Leg P2x0.30{GR 61.5 Pass T9 108.5-106 Leg P2x0.30(GR) 53.3 Pass T10 106 -103,417 L P2x0.30(GR) 46.9 Pass '.. T11 103.417-101 ! Lan P2x0.30(GR) 45.6 Pass T12 201-98.5633 iL P2x0.30(GR) 44.6 Pass T13 98.5833-96 L P2xG.30(GM 43.6 Pass T14 96-90 Leg P2.5x.276(GR) 46.6 Pass j T15 90-80 LeA P2x.0.30 GR) 64.2 Pass T16 80-70 Leg P2x0.3G GRt 64.8 Pass T17 70-60 Leg P2030(GR) 66A Pass T18 60-50 L P2&30(GR) 68.7 Pass T19 50-40 Leg P2x0-30(GR) 71.7 Pass T20 40-30 Leq P2x0.30(GR) 78.0 I Pass 121 30-20 L P2x0.30(GR) 79.5 Pass T22 20-10 L P2xG.30(Gal 81.4 Pass T23 10-0 Leg P2x0.30(GR) 84.5 Pass Tt 152-146 Diagonal L2112x21?2016 1.6 Pass T2 146-143,417 Diagonal L2x2xi?4 C 67.35b) Pass T3 143.417-141Diagonal Ll 3/413143116 l 84.41bi Pass T4 141-136 Diagonal L1314x134x3116 7 58'0 Pass 7.&b) T5 136-126 Diagonal Li 314x1 3'4x3116 57S Pass 77.0 b T61 126-116 Diagonal L1 4x1 3(4x3i`16 28.1 Pass STR-RPT-10100 5 Structural Analysis Report SBA Network Services,Inc. SBA Site ID:MA01085-A-13 December 01,2016 Section No, Elevation(ft.) Component Type Size %Capacity Pass/Fail 329 b} T7 116-111 Diagonal L13(4x1314x3116 4827t: Pass T8 111-108.5 ( Diagonal L1 314x1 3143?16 64.7 Pass I 83.0 b1 T9 108.5-106 Diagonal Lt 3/413/4-1116 ! 6715 Pass 729 T10 106-103.417 Diagonal L13t4x13`4016961 b; Pass T11 103.417-101 ( Diagonal Ll 31413,14016 69.0 Pass 89.7 b T12 101-98.5833 Diagonal L2x2x114 595.4b, Pass T13 98.5833-96 Diagonal L2x2x114 66686 Pass T14 96-90Diagonal L21(2x21t2x7116 85.36E Pass T15 90-80 Diagonal L1314x1314x3t16 315 Pass 35.8 b1 Tib 80-70 Diaona! Lt 314x13143116 24.4 Pass 117 70-30 Diagonal L1314x13i4x316 14,8 Pass i T18 60-50 Diagonal Lt 314x1 3%4x3,'16 23.5 Pass T19 5G-40 ! Diagonal L1314x1314x3i16 31.5 Pass I T20 4Q-30 Di oral Ll 3/413143,116 22.9 Pass T21 3Q-20 Di-oral L1314x1374x3i16 17.1 !Pass T22 20-10 ! Diagonal Ll 3/4131439'16 C 17.4 '.. T23 10-0 Diagonal L1314xi?r4x3116 20.7 222 bl T1 152-i46 Horizontal L3 112x47/16 0-6 T4 141-':36 Horizontal P2x.218 1.3 Pass T5 136-126 t Horizontal P2x.218 21 Pass T6 126-116 Horizontal P2x.218 3,5 Pass T7 116-111 Horizontal F2x218 2.3 Pass I T8111-108.5 Horizontal P2x.218 2,6 Pass T9 108-5-106 Horizontal P2x.218 2.1 Pass ! Ti1 103.417-101 Horizontal F2x218 1.6 Pass T12 101-98.5833 j Horizontal P2.x.218 1.6 Pass T13 88.5833-96 Horizontal P2x.218 1.5 Pass T14 96-90 Horizontal L3 tr2x,1016 10.8 Pass T15 90-80 l Horizontal P2x.218 22 Pass T16 80-70 ' Horizontal P2x.218 2.2 Pass i T17 70-60 Horizontal P2x.218 2.3 Pass T18 60-50 Horizontal P2x.218 24 Pass T19 50-40 Horizontal P2x.218 2-6 Pass T20 40-30 Horizontal P2x218 27 Pass ( T21 30-20 Horizontal P2x.218 2.7 Pass ' T22 20-10 Horizontal P2x.218 28 Pass T23 10-0 Horizontal P2x.218 29 Pass T1 152-146 Top Gid L3112x4x7?16 4.0 Pass T2 146-143.417 I Top Girt P2x.218 7.6 Pass T3 143.417-141To Gid P2x.218 2.2 Pass T5 136-126 Top Gin, P2x.218 3.3 Pass T6 126-116 To Gid P2x.218 1.5 Pass T7 116-111 Top Gid P2018 1.4 Pass T10 106-103.417 Top Gid P2x 218 4.3 pass 114 96-90 Top Girt L31,`2x4x71t6 5.1 Pass T15 90-80 Top Gi,t P2x218 3.3 Pass T16 80-70 To Gift F2x.218 1.6 Pass T17 70-60 Top Ght P2x2t8 1.0 i Pass STIR RPT 101,00 -._6 Structural Analysis Report SBA Network Services,inc. SBA Site ID:rv1A01085-A-13 December01,2016 Section No, Elevation ift) Component Type Size capacity Pass/Fail 118 60-'9lop Girt P2x.218 1.2 Pass T19 50-40 Top Girt P2x.218 1.8 Pass T20 40-30 I Tc Girt P2x.218 2.5 Pass T21 30-2 Top Girt P2x.218 `.2 Pass T22 20-10 To Gid P2x.218 1.1 Pass T23 10-012 To Girt P2x.218 Pass T1 152-146 Bottom Girt L3 Wxd016 8.3 Pass T4 141-136 i Bottom Girt P2x.218 3.4 Pass T5 136-126 1 Bottom Girt P2x.218 L9 Pass T6 126-116 Bottom Girt P2x.2181.5 Pass T9 108.5-106 Bottem Girt P2x218 4.0 Pass T13 98.5833-96 Bottom Girt P2x.218 21.3 Pass T14 96-90 Bottom Girt L3 112A016 1 89 ?ass T15 90-80 i Bottom Girt P2x.218 1.5 Pass Tib 80-70 Bottom Girt P2x.218 i.0 Pass T17 70-60 Bottom Girt F2x.218 1.0 Pass T18 60-50 Bottom Girt P2x.218 1.2 Pass T19 50-40 Bottom Girt P2x.2186.1 Pass T20 40-30 Bottom Girt P2x.218 1.2 Pass T21 30-20 Bottom Girt P2x.218 1.1 Pass T22 20-10 i Bottom Girt P2x218 12 Pass I T23 10-0 1 Bottom Girt P2x.218 6.6 Pass Ti 152-146 Guy A 151.5(62.3 d 5 314 37.8 Pass T13 18.5833-96 Guy A@.96.1667(63.85 deg) 314 45.0 Pass T19 50-40 Gu A 40.1667 112 35.1 Pass T1 152-146 Guv 6151,5(62.3 deo} 314 37.8 Pass T13 98.5833-96 I Gu B o-96.1667 63.85 deg) 314 45.2 Pass T19 50-40 GuvB 40.1667 112 35.2 Pass T1 152-146 Gu•C 151.5(623d 314 37,6 Pass T13 98,5833-96 i Guy G@96,1667t63,856314 44.9 Pass T19 50-40 Guy C@40.1667 112 35.1 Pass i TI 152-146 Torque Arm Top@1515 L3x3xl/4 24.3 Pass 45.8 bj T13 98.5833-96 Torque Arm Top@96.1667 L3x3x114 35.9 Pass 67.6 b} T1 152-146 1 Torque Arm Bottom 151.5 L3x3x114 93.1 Pass '.. T13 98.5833-96 j Torque Arm L3x3x114 89.2 Pass Bottom x@96.1667 Table 4-Additional Structure Component Capacities Elevation(ft.) Component %Capacity Pass Fail Notes 0 Base Foundation(Soil Interaction) 43.2 Pass 0 Base Foundation(Structural) 19.2 Fass 0 Gu Foundation`Soil Interaction 78.6 Fass 0 Gu Foundation Struciurai} 102.5 Fass Table 5-Maximum Dish Rotations at Service Wind Speeds Centedirm Elevation(ft.) Dish Tilt(deg)- Twist(deg)* (1)Andrew P2F52-NXA 145 (1)Andrew VHLP800-11-D)Wl u.0884 0.0156 I1 Andrew VHLP2-11-DWI 47 t1 5'Sat Dish G.0398 0.0135 'Ailrnuable 81t and twist to be reviewed by the career. STR RPT-10100 7 structural Analysis Report SBA Network Services,Inc. SBA Site ID:KA01085 A-13 December 01,2015 GENERAL COMMENTS This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the tower and its foundation. It is the responsibility of SBA Network Services,Inc.to verfy that the tower modeled and analyzed is the correct structure(with accurate antenna loading information)modeled. If there are substantial modifications to be made or the assumptions made in this analysis are not accurate.FDH Velocitel should be notified immediately to perform a revised analysis. LIMITATIONS All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or additional/updated information. All services are provided exercising a level of care and diligence equivalent to the standard and care of our profession. No other warranty or guarantee,expressed or implied:is offered. Our services are confidential in nature and we will not release this report to any other party without the client's consent. The use of this engineering work is limited to the express purpose for which it was commissioned and it may not be reused,copied,or distributed for any other purpose without the written consent of FDH Velocitel. i STR-RPT-10100 8 A� CERTIFICATE OF LIABILITY INSURANCE -TEIM`NE°°„ , L� 11t2g,20IF - 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 pollcy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer ri hts to the certificate holder in lieu of such endorsement(s). PRODUCER CNAMEONTACT Arthur J.Gallagher Rise Management Services,Inc. PHGNE 856-482-9900 PA% .856-482-1888 4000 Midlantic Dr,Suite 200 =� Mt.Laurel NJ 08054 EMILESS,angela miller@ajg.com INSURERS AFFORDING COVERAGE MAIC a INSURER-Allied World National Assurance Con 110690 WsuREo INSURER e Allied World S Ity Insurance Co 116624 Empire Telecom USA,LLC INSURER c:American Guarantee and Liability in 26247 1150 First Avenue,Suite 600 King of Prussia PA 19406 INSURER D:Starr indemnit &Liabilitv Com an !38318 INSURER E:Zurich American Insurance Comp any .16535 INSURER F:Hartford Fire Insurance Com an _19682 COVERAGES CERTIFICATE NUMBER:821179648 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 VIATH 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. 1581— TYPE OF INSURANCE POLICY EFF IP EXP ITR; (NSD WVD POLICYNUMBER MMtDOtt y MWDD/YYYY LIMITS A X COMMERCIAL GENERAL LIABIIItt 0309-9013 11/30/2016 11/30/2017 'EPI .CH Cl^CURR=NCE $2,000._000 rI- CIMS-MACE 1_-_1 XcuR 1 DAMAGETO RENTED PROMISES+Ea cec�rence) 15340.000 -�Contractual Liab I MED EXP ncre pr wp $5,00 XXCU PERSALyA $2,000,000 I LAGGREGATE I IMIT APPLIES PER GENERAL AGGREGATE _$4C00,000 POLICY i�PRO- O LOC 1 tlEGT PRODUCTS-COMPKJPAGG I$4,000.ODO j (OTHER: j I6 B AUTOMOBILE LIABILITY 60CM324 .11(3D/2416 1,133!2017 LE UM T '$ g (Ea acatlenN ' 1,000coo 6004-0325 lit/30/2016 t1/0!2017 B �ANy AUTO I 6000-0326 'itt3012016 ti/30t207 'BODILY INJURY(Perperscn) S ;X ONNED CHEDULED i BODILY INJL'RYPeracadent) 5 AUTOS ONLY UTOS A--HIRED X NON-O.NNED 'PROPERTY DAMAGE AL OS ONLY AUTOS ONLY PROPERTY 5 ICampfCollisbn Jed 1$$100Q=`$2400 C X UMBRELLA LIAR j X l AUC0162474-00 , 1/30/2016 11/30,12017 �AEAGCH $15,000,000SUR EXCESS LIAR CLAIMS-MADE G,=GENCE $15,040,000 DED X RETENTION 525.000 :$ p WORKERS COMPENSATION 1 ?9454? LSPEATI;TE OTRloe) H- AND EMPLOYERS'LIABILTY 'ANY FROPRIETORRPAR NERIEXECUTIVE Y/Nl 1 OFFICE—EMBER eXC'_UGED? N 'N/A EL A HAOCICENT 5tC00,000 -Mandatory la NH} �I � I El,DISEASE-EA EMPLOYEq 51.000000 f ycs,dear0IN OF)0 OESCRIP?ICN OF OPERATIONS bekw E L DISEASE-POLICY LIMIT 51,000,000 E Crime Q20301030-01 111/3012016 11/30,2017 LimiHDeducbble $1MW$25,000 F Propertytlnland Menne 13UUM8K1148 111/30/2016 11/3012017 18PP Lm UDeductble $7,48CooG$51000 DESCRIPTION OF OPERATIONS?LOCATIONS I VEHICLES(ACORD 101,AIRIManal Remarks Schetluie,may he 1RA1hed if more space is f I9 dl Property Policy Policy#13UUMBKO148 Policy Period:11/30/16-11/30/17 Carrier:Hartford Fire Insurance Company Leased/Rented Equipment To: Limit:$500,000 See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O 1888-2/015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Departttient of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 wtvw.ruassgovldia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information j� Please Print Legibly Name(Business/Organization/Individual): j LLC Address: rir. FS 6 t 1U f�L� City/State/Zip: t' ,Lcifj` ��} Phone#: Are v u an employer?Check the appropriate box: 4. Type of New cont{required}/001 0 I am a employer with �� ❑I am a general contractor and 1 6. ❑New costntctiou employees(hill and/or part-time}.* have hired the sub-contractors 2.❑1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have S. F1 Demolition working for me in any capacity. employees and have workers' cam insurance.! 9. E]Building addition [No workers'comp.insurance comp. 5.❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs j insurance required.]t c.152,§1(4),and we have no 13. Other 1¢�C�f / employees.[No workers' comp.insurance required.] `Any applicant that checks box iti must also fill out the section below showing their wnrkers'compensation policy information. fi Hameormers who submit this of iidavit indicating they are doing all .,k..d then hire outside contractors must submit anew affidavit indicating such. Contmctom 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 sub-contractors have employees,they must provide their workers'comp.policy number. I ran ran employer that isprovidfng ivorker:s'compensation insurance for any employees. Belot,is thepolicy andjob site hforrnation. Insurance Company Name: �`it'7%(r?r tylt �t'+St-Y �t� tJ llt�'lfvt t U Policy#or Self-ins.Lic.#:1 3t �N �P 79Cr 11 Expiration Date: ///9-1//-7 Job Site Address: 300 Chestnut Street City/State/Zip:North Andover,NIA 01845 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c-152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$256.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of htvestigations of the DIA for insurance coverage verification. I do hereby certify ander thepains andpenalties ofperjury that the information provided above is true and correct. Signature: f t 1 Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Massachusetts Department of Public Safety Board of Building Regulations and Standards License:CS-108961 �9^sirll^.t?�R BUD@rY I�4r DAVID COOPER = 24 WENTWORTH DRIP , BEVERLY MA 01919��' UP, f,,JZ, ;7 CA- Expiration: Commissioner 0212412019 MASER t &t I SITE NAME: NORTH ANDOVER CHESTNUT ST. smart i I 94 RANGEWAY ROAD F NUMBER: 10063415 NORTH 3.SUi MA01 IvORTM SING 3.SU MA D2 TEl(JJ4j 364-}51} -mos ss sfs PROJECT TEAM 3S TE12 E.Ta Iv SITE NUMBER: MAL03349 F uEnT REaFt sr_o11-1111 ,sd MULTI—CARRIER—M 018796 —7 IT_ACcui IT cti 300 CHESTNUT STREET NEW CIN CQ<TI U TE R FCS.LLC �os NORTH ANDOVER, MA 1845 4COHIT4ATEROAD uc FRAMINGHAN MA @1141 as 111�III 11NF CODE COMPLIANCE O, ENGINEER ESSEX COUNTYK E4 ro N�o = - - a SBA SITE NAME: NORTH ANDOVER RF EN IN`ER =a SBA SITE ID#: MAO 1085—A E ._ E g—AU,," CONSTRUCTION 19ANAGER GENERAL CONTRACTOR NOTES DO NOT SCALE DRAW W GS VICINITY MAP t GENERAL NOTES 'I 0 Tt, t"AiiA N T eI RO S S -�.. "`- -,N,C.D, SITE INFORMATION _ss_..�� .CtS�R APPLICANPLESSEE - I SHEET DESCRIPTION SA Mals ,s s�� TIQN ,s.C= a BITE ItAh{E. ROPERTY W PUk OWNER AT ;amu c NORTfi ANDOVER rA.;e s.nco�",uv�.rro"=rona:w.My -- A - CHESTNUT STREET as mkcxEsn:�uE �_, s ro uac an>En wo,.r.e FA.10.63415 SITE s TLAL03349 a 300 CHESTNUT STREET NORTH ANDOVER.MA 01845 ESSEX COUNTY waca orm xvcia.. Ex„r—E 111Enr.N= 1ANe rowca a a w.R�- PROJECT DESCRIPTION/SCOPE OF WORK •, „,., E - ,� PROJECT LOCATION .v :TossA E,sz an R„_r - w,ho .., R-s ram-.�aa..oA _s rv.,rsc�x�- e > n g - Sar<�s�s��rs��sA ns�s_o�I�s�,E.aN o..�rC�oAr�oEa=,k i w = s TITLE SHEET w 9 eta... zoo i `�� ' .� � ..::. Y �r� W o_. �n ¢ •y --� 3 �wz - n tea; r?a 00D `a �) ` •r %�i Z-Om ySJ HNA 27 v, $i w 1 Cad 2 U'V'y � 4y ✓ V=w Y ;zg s C2,m0� uN zF ° oc Y � s . ...... 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"� R K s R— SEE E C (SEE ET HIS STR PIAN ON THIS SHEET) . / 81TE NAYIE ANDOVER\ORTH A - _ �1� CHESZ'NtiZ'STREET I _G FAe 10063415 SITE s NiA1.03349 , 300 CHESTNUT STREET NORTH ANDOVER.MA 0 184 ESSEX COUNTY COMPOUND PLAN _ - x EQUIPMENT PLAN RAPn I-E sloe xm ocnwRii•_ west I ® } m COMPOUND PIAN Iirr=eET) AND EQUIPMENT PIAN i s@o naT scnresi+xrrs�ow,wixcsls •\\ __ � ` _ A NOTE: MASER THESE PLANS WERE DESIGNED WITH THE ASSUMPTION _ THAT THE PREVIOUS PLANS PREPARED BY MASER CONSULTING PA,OF ATT,ARLINGTON,NJ DATED 02/10/16.WILL BE COMPLETED PRIOR TO THE CURRENT' COPE OF WOK BEING INSTALLED,ANY CHANGES IN PREVIOUS DESIGN SHALL BE BROUGHT TO THE - - - } 1 ATTENTION OFTHE ENGINEER IMMEDIATELY. _ i -a ' smartie ` c 6,2 J -\ G84 RANGE1YAY ROAD 1 BUILDhNG 3,SUITE 102 _ =r ITV P I i I NO RFH BIILERICA MA 01862 / = TE (774) —J CEN?ERl1NE OF EXISTING&PROPOSED AT&T ANTENNAS -A,NTEnnA ® \ PROPOSED LTE ANTENNAS TQ REPLACE EXISTING � / !If ANTENNA/ON AN EXISTING PIPE MT J�`i+l / PnorasEU Anr�Nn. : ��(1 CfYP OF 3,I PER SECTOR) AS % > I u4T tiG eR- Er z PROPOSED RKLI R2 TO REPLACE EXISTING RRU ,`� �"- : St,� MOUNTED TO FRAME STAND CFF i*EN6 R iTYP OF 3, RSECTOR) ` c 1 ppp 'SEW Oily UTAR NGHAPIREPA FCS.LLC Ir I 550 COCHITUATE ROAD 3 i fRAMINGHAM MA QI701 ; ITd ANTENNA MOU\`TTNG DETAIL IAs. Z � STRUCNRALNQT'S: q - AST ECTURAL ANALYSIS TO DETERMINE IF THE EMSTING STRUCTURE AND FOUNDATION CAN ADEQUATELY SUPPORT THE PROP05ED LOADING HAS NOT BEEN IC U- - " PREPAREDfAGALVED BY MASER AND 15 TO BE P ERFOP,M ED BY-ITERS. W—T- 2, NO CONSTRUCTION OFTHE PROPOSED LOADING SHOWN SHALL PROCEED UNTIL E� ADEQUACY OF EXISTING STRUCTURE AND FOUNDATION,INCLUDING THE PROPOSED AT&T GGT HFA 65R BELL)H8 ANTENNA MOUN`ING CONFIGURATION SHOWN HEREIN,HAS BEEN CONFIRMED BY SMARTL;NK, Tm 1 3, THE STRUCTURE ELEVATION IS SHOWY FOR INFORMATIONAL PURPOSES ONLY AND MAY ANT H.T T.Yl DETAIL p£. k NOT REPECTAS BUILT FIELD CONDITIONS FOR AL EXISTINGINVENTORY ar TO>Cwt IOAPING=ANTENNASIAPPURTANENCESONSTRUCTURE.REFERTOTHELATEST _ STRUCTURAL ANALYSIS FOR EXISTING STRUCTURE LOADING AND THE PROPOSED METHOD t - C 0 FATTACHMENTOFTHFPROPOSEDANTENNAS/CABLE5. . TH E CONTRACTOR 15 RESPONSIBLE TO CON FIRST THAT ANY IMPROVEMENT5 AN D RQ s BEIf a PROF RE INSTAS ED PRIOR JET HE SDITIN OAZTENEP,CABLES,CERTIFICSUPPORTS PROPERLY INSTALLEDPOSED O THESE DR OM1``NG'OR THEE ISEN TED IN THE AND A rreEw L APPURTENANCES PROPOSED OPt THESE CRAkYINGS OR OTHERWISE NOTED IN THE A$ P STRUCTV2ALANALYSIS. EGIGRYRI I PROPOSED ANTEA`NAAND RRUS CONFIGURATION r t�vfi€C3i! DEPTH 1:E[a+" EALS rnexED—NNA TEenxaDGY Nw 601 T„ �. NT iO3I SITEtiAhtE FORTH ANDOVER CCNfIGURA1iW 5iwnis Auv NO-1-1-1 .NI—Aa A'. )UNDO OD. .s,:uaw saso rano ss¢ Sao 'TM +. CHESTNUT STREET v OF rm ,gltaeustz rew FA's lo,063415 ax xna�„eaom,s= u ccroew.�sR.zcuurs DEW, tsar xeww..,v roaz r.uo es.ao w A--. a� sv¢ � nrRxusaz i SITE s_h{e+.L03349 i �� pa xerJzeMemro2sa u HPwtaasuu.xa ETE DIDEPU NEW s2 an Saco r.aa sacro .n Seo jRRusaxa BE. 300 CHESTNUT STREET J ' OVER.VIA n �,t at xarnre�rt acar¢r.. INx.ma=,a.For¢,sr UM*s esansto REaeam rasa w.x, sso aa. , t.0 NORTE SEXDCOUNTY OI695 THE - - y, xar..s..,exr¢;t�s ec,anaase.e..uu.lra Exu svo N. ITS, eam r tm n) Us�z xwrn' ITT aMre:nS RIll HPwsSRauUA18 NEW f12A f480 z 640¢ , Szy `r1RftUS rt - i,IRRus3282 kELEVATIONVIEG3' A, —a¢¢,¢„r El r<=—aaA,:, «¢w DN ' ' „�ua,¢raa c.a uu++a a sz.ro A. r.w cram zro ra> ,1RRusaz s+Arx ' xcwssRJauu.Ha TODnc NEw sx.m Sxeo 7. sa o¢ 2m S:c t,jlaausai ez REnt/+ar ELEVATION VIEW AND ANTENNA SCHEDULE IED NOT-111 xxrT exAwx scs -- ANTENNASCHEDULE A_: L 1y1A.SER N N l r smartlin k 85 PANGEWAY ROAD „_ 6,2 L5 f }-� ( BUILDING 3.SUITE 192 i € NORTHBILLERtCAMAHB62 i TEL 1]4)369-3613 lF NEW CiNGUDARUATE LL.. MINGHA t. L `T i RA M MA € \' RI RRUS i TO BE MOVED AN'D f� \ ( � c VTa REPLACED CII PER SECTOR] ISSED RRHS-32 B2 To STTIREPLACE ING RRU MOUNTED TO EXIFRAME a 'v r P OF PER SECTOR) RO � STANG OFF ME fie, s r 0 ro c—" cTE' FFG !S� t� t.T a. c SITE NAME: PROPOSED LTE ANTENNAS TO PE PLACE MATING r o -zr _ _4s 'vORTft A1vDOT`ER 1,,LsT_ _ - ANTENNAS ON AN EXISTING PIPE MASTS \a u_ _ ,- HE�I.1,Li c (P"P.GF 3.I PER SECTOR) T-`IREET FAR 1L63415 T 5,r .-e e E�, _ s ctTE#'AL03349 \O 300 CHESTNUT STREET NORTH ANDOVER,MA 0 184 ESSEX COUNTY ri S NOTE' _ THESE-PLAINS WERE FEHGAEC WITH THE ASSUMTIN P E THAT THE PREVIOUS PIANS PREPARED BY t ASER = PROPOSED-ANTENNA LAYOUT 14 r E�TSTING AtiTTE�A LAYQIUT CONSU TING P ,OF MT ARLINGTON )DATEDNGT TO SCALE 5 NOT TO SCAL€ P2.10f16.WILL BE COMPLETED PRIOR TO THE CURRENT' r SCOPE OF WAR BEING INSTALLED.ANY CHANGES IN — -- PReYICUS DESIGN 4HAlL BE @RDUGHT TO THE ANTENNA LAYOUTS .ATTENTION OF THE ENGINEER IMM DRJELY. ' I �_ A-3 — -MASER oeE�_ noEwT 4 n,TH«S"EC, .550. oeeERO—TOR I «eeea Nu��vx— G AG i E QtI _ r smartlink inx�laiop5 nev tezv in t uMtvi ca*no i-+ ELEVATION 85 AANGEWAY ROAD CADWELD DETAILSIL'Ta sUilDING s.s"ITE IO2 N.,T Tc 4CAt= H i'r) P.SSS NORT4&IL M 311 MA 3111 2 �( TEL(2Z4i)b9-?6i3 1. NNRT c4IUST UM. a.Co. Uxounpin.,FnryµL\_\--. •_ —� M -a.0 - - --_._ E 1 � ..RES.. to Ac oaT EAc a-r.ILL_ rt= n�, p.I _ SECTION A _ `arms 5. 4ctvn t'oa s TYPICAL GROUND BAR 1 N£W CINGUTAR WIRE!ESS FCS.LLC rJ nEj.Exa,eR£AAir�M' lT PLATES)taraaE.F,')l 0; r TE_cocR—L— CONNECTION DETAIL SSO H '; fltAMINGINGHAM,AM,M ROAD .A 01701 -1 x5 RE—E-1-1 R Ex a caoLNP 1, _ 1-io zEt¢rA ,Fl(e:) MASTER GROUND BAR �— TO 5-1 RRUS GROUNDING .-TE" Q ISE 1 K41 11-1 ANTE.- —j-'a-7 o na j .� `- ;IIIE BAIT ,•\"srxAn_ Ro��.oso see moT« j aay. q,ft0 K S ANTn eca. � -� w. oTHEPN, .vFe3 e.f ( No n u:, °�sF TO Rr=EQ;8 ,a.va eaoo,o Rax �t a �� —Y rosE�roa.,xc.�.m Raa anren�. SITE NAME: ar ^�MD NORTH ANDOS, e; afire"nA ' i noT se use sass REa+OAeaa rAe_R T.ch-. vie CHESTNUT STREET C � I to 1 AL01 3 - aE Gm�y�K,a S[IE=MAU;3349 L .AO CHESTNUT STREET 'nTICAL GROUND NNTIRE NOATH ANDOVER, 01845 SCHEf 1TLC DIAGRA2 f GROUNDING SYSTE vt — ESSEX COUNTY TTOITa __ —— TO GROUNDING BAR AIIQ 11 � �A�u oa —T TO — i Z. I ANTENNA GROUNDING GROUNDING DETAILS G-I