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HomeMy WebLinkAboutBuilding Permit #703-2017 - 300 CHESTNUT STREET 1/10/2017'k4i qajtk4�� Permit NO: ' A - � Date Issued: 1110 I 1 pim. q ! 4 BUILDING PERMIT a� ¢ a TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received IMPORTANT: Applicant must complete all items on this page LOCATION 300 Chestnut Street Print 77, PROPERTY OWNER s8A Properties LLC Print MAP NO: PARCEL: CONING DISTRICT: Historic District Machine Shop Villacte ate TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg Others: ❑ Demolition ❑ Other Existing Cell Tower ❑ Septic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed Distril; ❑ Water/Sewer Swap (3) existing cell antennas with (3) newer technology cell antennas and associated equipment at existing cell site No change to tower / height or compound / size All work conforms to parameters of an Eligible Facilities Request under Section 6409 of the Middle Class Tax Relief Act Identification Please Type or Print Clearly) OWNER: Name: Rick woods Phone: 508.614.0389 Address: 134 Flanders Rd., Ste 125, Westboro MA 01581 CONTRACTOR Name: Empire Teiecom LLC Phone: 617.=.4908 Address::��y 16 Esquire Rd.,13illerica, MA 04862 Supervisor's, Construction License: Exp. bates 3� Dave Cooper • CB -108961 2124/19 Home Improvement License: Exp. Date:� l ARCHITECT/ENGINEER MaserConsultina Phone: 856.797.0412 Address: 2000 Midlantic Fdve #100, Mt Laurel NJ 08054 Reg. No. 52056 FEE SCHEDULE: BULD/NG PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED $125.00 P R S.F. Total Project Cost: $_ 15.000 FEE: Check No.: S'/UD Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund S V* !111111111111112-= .—.. . '. , 0 F? �-Trj BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION" Permit No#: Date Received Date Issued: EffORTANT: Applicant must complete all items on this page LOCATION PROPERTY NNER, 77-Iff ffirn f -" r-1-0 0-0i Y:ca7r SIM istr t hto- -- -, yes no .. 95 -ZONING H ey PARCEL �Machine Shop 1/dlage yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential El New Building 0 One family 0 Addition 0 Two or more family 0 Industrial D Alteration No. of units: [I Commercial 0 Repair, replacement El Assessory Bldg 0 Others: 0 Demolition 0 Other 7 "b 0 Septic- El w 0 a n n wet El Watershed IDIsfiet-': n1=Q(1P1j3T1r'1hJ nP WnRK TO RE PERFORMED: Identification - Please Type or Print Clearly' OWNER: Name. Phone: Address: 8dnffabtNdne;-PhO up visbrs0.ph-8tr Construction OnL IeensQi�.- X0 A ARCHITECTIENGINEE Phone: Address: Reg. No. FEE SCHEDULE. BULDING PERMIT: $92,00 PER $1000-00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. '..__,Total Project Cost: Check No.: Receipt No,,, NOTE: Persons contracting with unregistered contractors do not have. access to the guar arty fund Location No. Date Check #�� < TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $;_ TOTAL $ Building Inspector i r It Plans Submittedk. Plans Waived ❑ Certified Plot Plan ❑ Stamped Plan TYPE OF SEWERAGE DISPOSAL Public Sewer - ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ N/A Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ , L ZD) h-0 COMENTS f,)o & S btcIiYll n tc' }%Tab�-1V-b l e,m�k�✓� CONSERVATION ❑ ❑ COMMENTS HEALTH COMMENTS DATE REJECTED DATE APPROVED ❑ ❑ iZoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes ,Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit Located at 384 Osgood Street r FIRE DEPARTMENT - Temp Dumpster on site yes. Located at 124 Main Street Fire Department signature/date I COMMENTS no t � r Plans Submitted ❑ • r + r , Plans Waived Certified Plot Plan ❑ Stamped Plans ❑ PEOF SEWERAGE DISPOSAL blic Sewer ❑ r Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales - ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On COMMENTS Signature, CONSERVATION Reviewed on Signature COMMENTS HEALTH COMMENTS Reviewed on Sianature Zoping Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Commen Conservation Decision: Comments Water & Sewer Conner-tioniSignature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT• -.Temp Dumpster on site yes Loeated at 124 Main Street Fire Department signatureldate no -imension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, roast or service drop requires approval of Electrical Inspector Yes No ®ANGER ZONE LITERATURE: Yes MGL Chapter 166 Secton 21A—F and G min -$100-$1 000 fine No Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. r Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application o Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract o Floor Plan Or Proposed interior Work o Engineering Affidavits for Engineered products NATE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Cross SectionfElevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products VOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Pans (One To Be Returned) to include Sprinkler Plan And Hydraulic Calculations (if Applicable) ❑ Copy of Contract act ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products COTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Building Permit Revised 2014 %%0 Try BUILDING PERMIT �� °�°•*��a TOWN OF NORTH ANDOVER o � APPLICATION FOR PLAN EXAMINATION Permit NO: V �7 - Date Received Date Issued: lb I �9SSAT&D4.CHU � IMPORTANT: Appliant must complete all items on this a e LOCATION son ctleatngt met Print 'AK f PROPERTY OWNER SBA PrQRsdos LLQ � �ws MAP NO: P�ARCEL: _ ZONING DISTRICT:_ kU tarts D strtot Machine Shop Village ye TYPE OF IMPROVEMENT ❑ New Building ❑ Addition ❑ Repair, replacement ❑ Demolition _ 0 Septic O�Wel1 ❑ WalterlSPumr PROPOSED USE Residential ❑ One family ❑ Two or more family No. of units: ❑ Assessory Bldg — ❑ Other 0 Floodplain 0 " Non- Residential ❑ Industrial ❑ Commercial .Jj Others: Existing Cell Tower 0 Watershed District Swap (3) existing cell antennas with (3) newer technology cell antennas and associated equipment at existing cell site No change to tower / height or compound / size All work conforms to parameters of an Eligible Facilities Request under Section 6409 of the Middle Class Tax Relief Act Identification Please Type or Print Clearly) OWNER: Name: Rick Woods Phone: 508.614.0389 Address: 134 Flanders Rd., Ste 125, Westboro MA 01581 CONTRACTOR Name: EmpireTelecom t ISG m Phone: 61�;e�a.aspe :r x Address: - 16 Esquire Rt# ,8911 ca, MA 04862 � a Supervisor's Construdti©n. License: Dave Cooper - C8_10W61 p C is Home Improvement License:�r�alls Exp. peta: , y b,. ARCHITECT/ENGINEER maserconsultina Phone: 856.797.0412 Address: 2000 Midlantic Frive #100, Mt Laurel NJ 08054 Reg. No. 52056 FEE SCHEDULE. BULD/NG PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED $125.00 P R S.F. Total Project Cost: $ 15.000 FEE: $ Check No.: �t/UD �- NOTE: Persons contracting with,unregistered contractors do noL& — Receipt have access to the uarant _ g y fund Signature of Agent/Owner,?�% a Plans Submitte&K Plans Waived ❑ Certified Plot Plan [I Stamped Plan TYPE OF SEWERAGE DISPOSAL Public Sewer ,,, _11 11Tanning/Massage/BodyF]ElTanning/Massageody Art Swimming Pools Well N/A ❑ C Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ 1 0 ZD) R)2) COMENTS 2H 6 � (1a 5,�b AN, 'IT Vd �5 '< '16 mv CONSERVATION ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit Located at 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS 000 x N O =�.0.c a � z o =,� .0 y' 0 v,' A -' �7 C OO - a m —h:* =r 03 1� cn m �= N S. <D 0 CD x �. 0 CL n�CDD rt t/1 0 n c0 _) o Ofi 0 sCD 'VJ CD Im C: =. D 0- ZEL- �o n� i 7 � cam : N• .. � 0 � � O �b Cl) � (D o, = _0 CL cf)c z NCD 'p rn o _ X CL n ' a� p� c� 0 oma— CD 0 5 CDO Z 1'11 a RNID 0 /A N v+ 3 C O N neat Q� _cr W C CD I `; ID y O O OCD CD O * CD p n O 0 Z `= O CL CD. --q CM C 1 Z C p ti. (D 0 U)O ti. oo NCD Z CD - O N O 0 _ oov = o �► �■ � ;z v_ CD (D-0 O M rnCD 0 fl1 O � O O N 7r (D O ,rD-F MW M — Z T3 5. :Z OG S T N N A 0,o- ,Q(D S T Z7 T (7 ro ],7 s T d �. O N r -r N T r f T m a m D m � H A 0 1 n r" tZif m 0 M C W Z CA m 0 3 C 2 Z 0 y m 700 rN-F 3 5 3 W > p O T m = P J C I January 9, 2017 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: A 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 kpelletier(a)sbasite.com Kri Pelletier From: Kri Pelletier Sent: Monday, January 9, 2017 12:11 PM To: 'Maura Deems' Cc: Donald Belanger �� Subject: RE: 300 Chestnut - AT&T Upgrades - Pel it Maura — thank yoboth. Check and 8.5x11 SASE are on their way. Thanks again,•--- Kri Pelletier a Property Specialist e v 1 508.251.0720 x 3804 + T / 508.366.2610 + F 203.446.7700 + C kpelletierCcDsbasite.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 1/2 sized envelope so that we can send the permit back without the need of folding it. Thank you, Maura Deems On Mon, Jan 9, 2017 at 9:18 AM, Kri Pelletier <KPelletierksbasite.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, A i1 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 #: 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 kpelletier(cDsbasite.com 1 This application is eligible for relief under Act 6409 of the Middle Class Tax Relief Act of 2012 and reserves its rights hereunder. e � VELOCITEL ENGINEERING INNQVATION 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: MAL033491 FA# 10063415 Site Address: 300 Chestnut Street, North Andover, MA 01845-5308 FDH Velocitel Project Number 16PWVN1400 Analysis Results Tower Components 96.1% Sufficient Foundation 102.5% Sufficient Prepared By: Reviewed By: A A14J— .110 44 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 6521 Meridien Drive Raleigh, NC, 27616 (919) 755-1012 Structural@fdhvelocitel.com 114 December 01, 2016 Prepared pursuant to the ANSVTIA-222-G Structural Standard for Antenna Supporting Structures and Antennas and the Massachusetts Building Code 8th Edition STR-RPT-10100 RG -1.3.8 TABLE OF CONTENTS EXECUTIVESUMMARY.............................................................................. Conclusions.............................................................................................. Recommendations................................................................................... APPURTENANCE LISTING......................................................................... RESULTS..................................................................................................... GENERAL COMMENTS............................................................................... LIMITATIONS............................................................................................... APPENDIX.................................................................................................... Structural Analysis Report SBA Network Services, Inc. SBA Site ID: MA01085-A-13 December 01, 2016 3 3 3 STR-RPT-10100 2 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: MA01085-A-13 December 01, 2016 EXECUTIVE SUMMARY At the request of SBA Network Services, Inc., FDH Velocitel 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 ANSIITIA-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 Document TypeDate URS Greiner Tower Drawings Job No. 0535525.03 October 07, 1998 FDH Engineering, Inc. Foundation Mapping Project No. 04-0333E Aril 14, 2004 Geotechnologies, Inc. Geotechnical Report Project No. 1 -04 -0498 -EA Aril 23, 2004 Sterling Engineering Modification Drawings Project No. 061-575 May 25, 2004 Sterling Engineering Previous Structural Analysis Project No. 061-697 February 17, 2005 FDH, Inc. Foundation Mapping Project No. 10-04106T T3 November 24, 2010 FDH Engineering, Inc. Modification Drawings Project No. 11-05129E S2 January 23, 2012 FDH Engineering, Inc. Modification Inspection Project No. 11-05129E S2 Aril 10, 2012 FDH Engineering, Inc. Modification Drawings Project No. 146D901400 September 19, 2014 FDH, Inc. Modification Inspection Job No. 146DX81700 January 16, 2015 FDH, Inc. TIA Inspection Job No. 146DX81700 January 16, 2015 SBA Network Services, Inc. i i - 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 SS = 0.330 and S, = 0.075. Note: Per Section 2.7.3 of the ANSIITIA-222-G Standard, the seismic/earthquake 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. RRU/RRH Stipulation: The equipment may be installed in any arrangement as determined by the client. STR-RPT-10100 Structural Analysis Report SBA Network Services, Inc. SBA Site 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. If the actual layout determined in the field deviates from the layout, FDH Velocitel should be contacted to perform a revised analysis. Table 1 - Appurtenance Loading Existing Loading: Antenna Elevation (ft.) Description Feed Lines Mount Carrier Elevation (ft.) Mount Type (1) Andrew P2F-52-NXA (1) Andrew VHLP800-11-DW1 145 (1) Andrew VHLP2-11-DW1 (4)1/2" 1 12" x 6" 2" ODU ()(3) 718" Clearwirez 142 (3)12'T -Frames 3 7"0x4.5"ODU (3)114" (3) Argus LLPX310R 142 3 Samsung RRH2WBO 2 12" X 12" Junction Boxes 2 2' Standoffs (3) ALU NFP -S -2C (3) RFS APXVTM14-AL1-l-120 (3) RFS APXVSPP19 130 (3) RFS RRH8X20-25-FEU (4)1-114" Sprint 132 (3)11'T -Frames (3) ALU RRH2X50-800 (3) ALU RRH2X40-PCS 9 RFS ACU-A2O-N (3) Kathrein 800-10121 (3) Kathrein 800-10766 (3) CCI OPA-65R-LCUU-H8 (6) Ericsson RRUS 11 (12)1-5/8" 120 (3) Ericsson RRUS-32 (2) 7/16" Fiber AT&T 121 (3)12'T -Frames (3) Ericsson RRUS E2 (4) 314" DC (6) Powerwave LGP21401 (6) Kathrein 86010025 2 Ra ca DC6-48-60-18-8F (1)1/2' WBZ 119 (6) Commscope LNX-6514DS (6) Commscope SBHH-1D6516DS 110 (3) Alcatel RRH2X60 (3) Alcatel 9442 (12)1-518" Verizon 112 (3)12' Sector Frames (3) Alcatel PCS B25 RRH4X30 3 RFS DB -B1 -6C-1 2AB-OZ 107.5 1 Celwave PD1 187 1 1-1/4" Arch 100 1 Standoff 47 5' Sat Dish 1 1/4" 46 1 2' Standoff 1. Feedlines installed as shown in Figure 1 in the Appendix. 2. Clearwire has (3) 7/8" and (3)1/4" coax install inside (2) 2.3" conduits. Proposed Carrier Final Loading: Antenna Description .- Elevation (ft.) Elevation (ft.) (3) Kathrein 800-10121 (3) CCI HPA-65R-BUU-H8 (3) CCI OPA-65R-LCUU-H8 (6) Ericsson RRUS 11 (12)1-5/8" 120 (3) Ericsson RRUS-32 (2) 7/16" Fiber AT&T 121 (3)12'T -Frames (3) Ericsson RRUS 32 B2 (4) 3/4" DC (6) Powerwave LGP21401 (6) Kathrein 86010025 2 Ra ca DC6-48-60-18-8F STR-RPT-10100 4 RESULTS Structural Analysis Report SBA Network Services, Inc. SBA Site ID: MA01085-A-13 December 01, 2016 The following material grades for individual members were used for analysis: Table 2 - Material Grade Member Type Material Grade 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.) Component TypeCapacity Pass / Fail T1 152-146 Leg P2.5x.276 GR 15.3 Pass T2 146 -143.417 Leg P2x0.30 GR 21.6 Pass T3 143.417 -141 Leg P2x0.30 GR 26.4 Pass T4 141-136 Leg P2x0.30 GR 38.0 Pass T5 136-126 Leg P2x0.30 GR 60.6 Pass T6 126-116 Leg P2x0.30 GR 69.9 Pass T7 116-111 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 Leg P2x0.30 GR 46.9 Pass T11 103.417 -101 Leg P2x0.30 GR 45.6 Pass T12 101 - 98.5833 L P2x0.30 GR 44.6 Pass T13 98.5833-96 Leg P2x0.30 GR 43.6 Pass T14 96-90 Leg P2.5x.276 GR 46.6 Pass T15 90-80 Leg P2x0.30 GR 64.2 Pass T16 80-70 Leg P2x0.30 GR 64.8 Pass T17 70-60 Leg P2x0.30 GR 66.4 Pass T18 60-50 Leg P2x0.30 GR 68.7 Pass T19 50-40 Leg P2x0.30 GR 71.7 Pass T20 40-30 Leg P2x0.30 GR 78.0 Pass T21 30-20 Leg P2x0.30 GR 79.5 Pass T22 20-10 Leg P2x0.30 GR 81.4 Pass T23 10-0 Leg P2x0,30 GR 84.5 Pass T1 152-146 Diagonal L21/2x21/2x7/16 1.6 Pass T2 146 -143.417 Diagonal L2x2xl/4 49.5 67.3 b Pass T3 143.417 -141 Diagonal L1 3/413/43/16 62.1 84.4 b Pass T4 141-136 Diagonal L1 3/413/43/16 58.0 77.8 b Pass T5 136-126 Diagonal L1 3/413/43/16 57.9 77.0 b Pass T6 126-116 Diagonal L1 3/413/43/16 28.1 Pass STR-RPT-10100 5 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: MAO 1085-A-13 December 01, 2016 STR-RPT-10100 32.9 b T7 116-111 Diagonal L13/4x1 3/43/16 39.7 48.2 b Pass T8 111 -108.5 Diagonal L1 3/41 3/4x3/16 64.7 83.0 b Pass T9 108.5-106 Diagonal L1 3/41 3/4x3/16 67.5 89.8 b Pass T10 106 -103.417 Diagonal L1 3/413/43/16 72.9 96.1 b Pass T11 103.417 -101 Diagonal L1 3/413/43/16 69.0 89.7 b Pass T12 101 -98.5833 Diagonal L2x2x1/4 45.4 59.5 b Pass T13 98.5833-96 Diagonal L2x2x1/4 49.8 66.0 b Pass T14 96-90 Diagonal L21/2x21/2x7/16 15.6 85.3 b Pass T15 90-80 Diagonal L1 3/4x1 3/43/16 33.5 35.8 b Pass T16 80-70 Diagonal L1 3/4x1 3/43/16 24.4 Pass T17 70-60 Diagonal L13/4x13/4x3/16 14.8 Pass T18 60-50 Diagonal L1 3/4x1 3/43/16 23.5 Pass T19 50-40 Diagonal L13/4x13/4x3/16 31.5 Pass T20 40-30 Diagonal L1 3/4x1 3/43/16 22.9 Pass T21 30-20 Diagonal L1 3/4x1 3/43/16 17.1 Pass T22 20-10 Diagonal L1 3/41 3/43/16 17.4 Pass T23 10-0 Diagonal L1 3/4x1 3/43/16 20.7 22.2 b Pass T1 152-146 Horizontal L31/2x4x7/16 0.6 Pass T4 141-136 Horizontal P2x.218 1.3 Pass T5 136-126 Horizontal P2x.218 2.1 Pass T6 126-116 Horizontal P2x.218 3.5 Pass T7 116-111 Horizontal P2x.218 2.3 Pass T8 111 -108.5 Horizontal P2x.218 2.6 Pass T9 108.5-106 Horizontal P2x.218 2.1 Pass T11 103.417 -101 Horizontal P2x.218 1.6 Pass T12 101 - 98.5833 Horizontal P2x.218 1.6 Pass T13 98.5833-96 Horizontal P2x.218 1.5 Pass T14 96-90 Horizontal L31/2x4x7/16 10.8 Pass T15 90-80 Horizontal P2x.218 2.2 Pass T16 80-70 Horizontal P2x.218 2.2 Pass T17 70-60 Horizontal P2x.218 2.3 Pass T18 60-50 Horizontal P2x.218 2.4 Pass T19 50-40 Horizontal P2x.218 2.5 Pass T20 40-30 Horizontal P2x.218 2.7 Pass T21 30-20 Horizontal P2x.218 2.7 Pass T22 20-10 Horizontal P2x.218 2.8 Pass T23 10-0 Horizontal P2x.218 2.9 Pass T1 152-146 Top Girt L31/2x4x7/16 4.0 Pass T2 146 -143.417 Top Girt P2x.218 7.6 Pass T3 143.417 -141 Top Girt P2x.218 2.2 Pass T5 136-126 Top Girt P2x.218 3.3 Pass T6 126-116 Top Girt P2x.218 1.5 Pass T7 116-111 Top Girt P2x.218 1.4 Pass T10 106 -103.417 Top Girt P2x.218 4.3 Pass T14 96-90 Top Girt L31/2x4x7/16 5.1 Pass T15 90-80 Top Girt P2x.218 3.3 Pass T16 80-70 Top Girt P2x.218 1.6 Pass T17 70-60 Top Girt P2x.218 1.0 Pass STR-RPT-10100 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 118 60-50 To Girt P2x.218 1.2 Pass T19 50-40 Top Girt P2x.218 1.8 Pass T20 40-30 Top Girt P2x.218 2.5 Pass T21 30-20 Top Girt P2x.218 1.2 Pass T22 20-10 Top Girt P2x.218 1.1 Pass T23 10-0 Top Girt P2x.218 1.2 Pass T1 152-146 Bottom Girt L31/2xW/16 8.3 Pass T4 141 -136 Bottom Girt P2x.218 3.4 Pass T5 136-126 Bottom Girt P2x.218 1.9 Pass T6 126-116 Bottom Girt P2x.218 1.5 Pass T9 108.5-106 Bottom Girt P2x.218 4.0 Pass T13 98.5833-96 Bottom Girt P2x.218 21.3 Pass T14 96-90 Bottom Girt L3 1/2x47116 8.9 Pass T15 90-80 Bottom Girt P2x.218 1.5 Pass T16 80-70 Bottom Girt P2x.218 1.0 Pass T17 70-60 Bottom Girt P2x.218 1.0 Pass T18 60-50 Bottom Girt P2x.218 1.2 Pass T19 50-40 Bottom Girt P2x.218 6.1 Pass T20 40-30 Bottom Girt P2x.218 1.2 Pass T21 30-20 Bottom Girt P2x.218 1.1 Pass T22 20-10 Bottom Girt P2x.218 1.2 Pass T23 10-0 Bottom Girt P2x.218 6.6 Pass T1 152-146 Guy A 151.5 62.3 d 3/4 37.8 Pass T13 98.5833 - 96 Guy A@96,1667 63.85 d 3/4 45.0 Pass T19 50-40 Guy A@40.1667 1/2 35.1 Pass T1 152 -146 Guy B@ 151.5 62.3 d 3/4 37.8 Pass T13 98.5833 - 96 Guy B@96.1667 63.85 d 3/4 45.2 Pass T19 50-40 Guy B@40.1667 1/2 35.2 Pass T1 152 -146 Guy C@151.5 62.3 de 314 37.6 Pass T13 98.5833 - 96 Guy C@96.1667 63.85 d 314 44.9 Pass T19 50-40 Guy C@40.1667 112 35.1 Pass T1 152-146 Torque Arm Top@151.5 L3x3xl/4 24.3 45.8 b Pass T13 98.5833-96 Torque Arm Top@96.1667 L3x3x1A 35.9 67.6 b Pass T1 152-146 Torque Arm Bottom 151.5 L3x3x1A 93.1 Pass T13 98.5833-96 Torque Arm Bottom 96.1667 L3x3x1A 89.2 Pass 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 Pass 0 Guy Foundation Soil Interaction 78.6 Pass 0 Guy Foundation Structural 102.5 Pass Table 5 - Maximum Dish Rotations at Service Wind Speeds ElevationCenterline de(deg)* (1) Andrew P2F-52-NXA 145 (1) Andrew VHLP800-11-DWI 0.0884 0.0156 1 Andrew VHLP2-1 1-DW1 47 1 5' Sat Dish 0.0398 0.0135 *Allowable fill and twist to be reviewed by the carrier. STR-RPT-10100 7 Structural Analysis Report SBA Network Services, Inc. SBA Site ID: MAO 1085-A-13 December 01, 2016 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 verify 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. STR-RPT-10100 8 ACOR 7 0 CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 11/29/2016 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 have ADDITIONAL INSURED provisions or 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 Arthur J. Gallagher Risk Management Services, Inc. 4000 Midlantic Dr, Suite 200 Mt. Laurel NJ 08054 CONTACT NAME: PHONE 856-482-9900 FAX 856-482-1888 E-MA'L .angela_miller@ajg.com INSURERS AFFORDING COVERAGE NAIC # INSURER A :Allied World National Assurance Com 10690 0309-9013 INSURED INSURERB:Allled World Specialty Insurance Co 16624 Empire Telecom USA, LLC INSURERC:American Guarantee and Liability In 26247 1150 First Avenue, Suite 600 King of Prussia PA 19406 INSURERD:Starr Indemnity & Liability Company 38318 INSURERE:Zurich American Insurance Company 16535 INSURER F: Hartford Fire Insurance Company 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 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. INSR LTR TYPE OF INSURANCE ADDLSUBR INSD WVD POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY 0309-9013 11/30/2016 11/30/2017 EACH OCCURRENCE $2,000,000 CLAIMS -MADE FX OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $300,000 MED EXP (Any one person) $5,000 X Contractual Liab X XCU PERSONAL & ADV INJURY $2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER : GENERAL AGGREGATE $4,000,000 POLICY E jECT LOC PRODUCTS - COMP/OP AGG $4,000,000 $ OTHER: B B B AUTOMOBILE X LIABILITY ANY AUTO 6000-0324 6000-0325 6000-0326 11/30/201611/30/2017 11/30/2016 11/30/2016 11/301201 , 11/30/2017 OMBINED (Ea accident IN LI $1,000,000 BODILY INJURY (Per person) $ X OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY (Per accident) $ X HIRED NON -OWNED AUTOS ONLY EXAUTOS ONLY PROPERTY DAMAGE Per accident $ Comp/Collision Ded $$1000/$2000 C X UMBRELLA LIAB X OCCUR AUC0162474-00 11/30/2016 11/30/2017 EACH OCCURRENCE $15,000,000 _ AGGREGATE $15,000,000 REXCESS LIAB CLAIMS -MADE DED X I RETENTION $25,000 1 $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY OFFICER/MEMBER /EXCLUDED?ECUTIVE � N/A 100000194501 11/30/2016 11/30/2017 X SPER TATUTE ORH E. L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 E F Crime Property/Inland Marine Q20301030-01 13UUMBKO148 11/30/2016 11/30/2016 11/30/2017 11/30/2017 Limit/Deductible $1MM/$25,000 BPP Limit/Deductible $7,080,000/$5,000 DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached if more space is required) Property Policy Policy # 13UUMBKO148 Policy Period: 11/30/16 - 11/30/17 Carrier: Hartford Fire Insurance Company Leased/Rented Equipment To: Limit: $500,000 See Attached... CERTIFICATE HOLDER CANCELLATION Evidence of Insurance SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE zDp�- ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations w�tw;_ 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information –�' / Please Print Legibly Name (Business/Organization/Individual): j'h j 11.E I ete 6d,{1.t LL C Address: S t.l 1l / dl N.1 r It ei?iJ-F,�4 Phone #: Are an employer? Check the appropriate box: 1. I am a employer with /—� 4. M I am a general contractor and I employees (full and/or part-time).* have hired the sub -contractors 2. ❑ 1 am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub -contractors have working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance.$ required.] 5. F-1 We are a corporation and its 3. ❑ I am a homeowner doing all work officers have exercised their myself [No workers' comp. right of exemption per MGL insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' comp. insurance required.l Type of project (required): 6. ❑ New construction 7. Remodeling 8. ❑ Demolition 9. F Building addition 10. F1 Electrical repairs or additions 11.❑ Plumbing repairs or additions 121-1 Roof repairs 13.0"Other W) de(�11-P *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are 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 sub -contractors have employees, they must provide their workers' comp. policy number. I ant an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: ec- A �ir/lol teki �ln S [. n✓%l 1 (� (e) me /� Policy # or Self -ins. Lic. #: �L� b a ! q6 �� ��� �� Expiration Date: %/ ?.0 / -7 Job Site Address: 300 Chestnut Street City/State/Zip: North Andover, MA 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 tip to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct �.,t,&;ARM Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone ®� Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS -108961 Construction Supervisor i f 77t DAVID COOPER = ' 24 WENTWORTH-DRIVE r BEVERLY MA 01915 r CA—_ Expiration: Commissioner 02124/2019 - ¢ N zed OQw c� Uu y Z F ~ w� �gQ z a W rn w o o�si d g oLU . oCQ n� g e z W' rMi N ~ '�dj H z �LLJ W6zE o.i >>O =�� _ y 7d�o z0U w F- 19, ¢ WW�.1W UQw a F O tY � O W O C a O O , g _ t b Z z ~QF °Z JZ �t ZLLw �g o z°ate ° EL9� �N o ° 00 - LL/U) zF0 ul-� G o uu � zow2 ° l Z °40pFwO 0 zzN w?N¢ O � z-� =$oma°�E^ O ¢wg ~��2 e W ooh° Go°mow°� Z Zz„ ¢'¢, o U ¢°o z~ ooUw; p°w N OwZS w CL zm Z aaow Z'NO'.o3a O w�'m w FOQ� zG o ^ s H. � � o J o -o Eoa¢ G un U mo �w d QOZZ ¢UwFzw'w_' l F=O Z OU Z., °Zg� nma __ �� ZZz Z �y .�• �oww U s �� Z ml a� oZow F- u° Lu ,ozF O ZF� w ���� gF p J�zg U 3°zz w zzu-, z o Qo�� sz °o J z ��s C7 za'o�� u pO w o U �Zz� z o2, z Q¢gti 0O- W �O„u ° °O o d ���° Z"u� Q azg !<, Pow m OnG Z °=w ¢°mg H $ o Ew�s z Gpz° Om W Q==m "a � w -< Jo G °.]O p wwp0 U,., U Qo1u aNaaaz V'O°0 uu� zz_- /�1 JewZ Z OOUF F p G¢Z \�__`\\�•'�-Ypf� O�z? ~Oaa�u-w~ Z„� LL�LLw OZz 3: zuzz�om z O z u ZQ I m a�°u� rv� N o ops _° g V J e \ 45 D S` s s � ,a Z Ln w � > LU aN o�0 00 O ,�� z — r� uw o 0 Q Q � WOro Q z ,.n - � � o G) N m C> '` W �O J �V �e w >o oQUI37 cl� � — LU a o.. 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