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Home My WebLink AboutBuilding Permit #899-16 - 300 CHESTNUT STREET 2/18/2016ftk44 k t BUILDING PERMIT [ r� P`lA'-h q� 4 4 - TOWN OF NORTH ANDOVER j� APPLICATION FOR PLAN EXAMINATIO Permit NO: - l Date Received : � Date Issued: 42zzl M ORTANT: Applicant must complete all items on this nAaA R n SeZeI_j Print PROPERTY OWNER SBA Properties. Inc. Print MAP NO: PARCEL?10/098 ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building UAddition Alteration ❑ One family u Two or more family No. of units: ❑,ijidustrial Commercial ❑ Repair, replacement ❑ Demolition ❑ Assessory Bldg ❑ Other ❑ Others: Septic -1 Well N/A Water/Sewer Ci Floodplain 1� Wetlands I � Watershed District Modifications to existing wireless facility: relocate (3) existing antennas on existing mount, remove (3) existing GSM antennas and swap with (3) new antennas. Install (6) new remote radio heads. No expansion to equipment height or ground footprint. No debris to be generated. Unmanned facility. Identification Please Type or Print Clearly) OWNER: Name: SBA Properties, Inc. Phone: A caress: SyUU Broken Sound Parkway, NW, Boca Raton, FL 33487 CONTRACTOR Name: Phone: 978-608-8404 Empire Telecomm LLC Address: a 16 Esquire Road, Billerica, MA 01862 Supervisor's Construction License: Exp. Date: CS -108961 2/24/19 Home Improvement License: Exp. Date: N/A N/A ARCHITECT/ENGINEER Phone: Address: Reg. No. a FEE SCHEDULE. BOLDING PERMIT. $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ 25,000.00 FEE: $ 300.00 Check No.: Receipt No.: NOTE: Persons co tracking with dnregistered contractors do not haveWeis to the guarantyfund Signature of gent/ wn Signature of contractor please see stamped drawings C T 1 Bill Hanrahan, Smartlin ; (on behalf of AT&T) see attached Owner Letter of Authorization BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received Date Issued: 1 6\ .i2 he rpt.- .• 6 IMPORTANT: Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no 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 ❑ Septic ❑ Well ❑ Floodplain ❑ Wetlands 0 WatershedDistrict ❑ Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification - Please Type or Print Clearly OWNER: Name: ArirlrPq.q' Contractor Name: Phone: Email: Address: Pho Supervisor's Construction License: Exp. Date: Home Improvement License: Date: ARCHITECT/ENGINEER 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: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund �anature of AaPnt/Owner _ Signature of contractor � Location No. Check #/ Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $- TOTAL $ Building Inspector F31, Plans Subrnittud ❑ Plans Waived ❑ Certified Plot Plan n Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tauning/Massage/Body Art ❑ Seng Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Pennanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Z -16-1b Signature_ COMMENTS_ld6pcan4 04 3id�s S h6ll Is, a ge7ar w CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comm Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street RIRE,DEPARTMENT -,Temp Du * n. 4'. __ r mpster o ite:.,yes�,, u� Ino _ Locatedlat�124iMainrSt�eet - Fire30epartment signature/date COMMENTS. _ . Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL. Movement of Meter location, mast or service drop requires approval of Electrical Inspector lies No DANGER ZONE LITERATURE; Yes MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine NOTES and DATA — (For department use) No i-7 / v�� S on 6-�,j kOCNA i OX t©0 V ❑ Notified for pickup Call Email Date Time Contact Name 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. Roofing, Siding, Interior Rehabilitation Permits � Building Permit Application ,. Workers Comp Affidavit .aK Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products IOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks 4. Building Permit Application 4. Certified Surveyed Plot Plan 4. Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses 4. Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) 0 4. Building Permit Application 4. Certified Proposed Plot Plan 4.. Photo of H.I.C. And C.S.L. Licenses 4, Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: 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 E x J Q x LL a Z oco O C Z E O N Z O F- a oc Q m C L Y j� \ O LL �v,, T U O1 N Z 0 J > m C O fy6 O O LL L O O' N C L U O LL z m 2 > J O. L O K OO LL J u H W J W L K U {n C LL M Z Q n _O W.0 e V+ cc `+ a E y m c < E u0 C w O NCc E J Lm � � y > C Cc L O y O N O 'a > do = Q C *mop: .m= O � 0 c 0 4) 0 N o �>3tm > o WOOD Q O •O N�. 0 cc 6" CD .o=�_ d L p 'a .O 2 m r.L N cn O t: m W C 'p O O �cL O LU E V -o`- O W L v 0 C0-0 p H Q d OJ U) p o p F- t Z. CLOV `! O W cn Z Z 0 Co ///�w V) O CG z V Cl) a z w0 cnW CL z 0 E o O tz ►�i I c A, W Q — N .� m m Q L O ca O CD wo M 0 CL � O � Q pm r— Cc cc G .v J -o ►� CL (n O z 4) v O U) v O � � is (i 4V MASER c11:1iri1i AL Engineers Planners Surveyors Landscape Architects at&t 550 Cochituate Road Framingham, MA 01701 LTE 4C Antenna Mount Analysis Site Name: MAL03349 FA #: Site Address: Maser Project Number: 400 Valley Road, Suite 304 Mount Arlington, NJ 07856 T: 973.398.3110 F: 973.398.3199 www.moserconsulting.com 10063415 300 Chestnut Street North Andover, MA 01845 Essex County 15946067A December 31, 2015 Analysis Type Sector Mount Pass/Fail Pass Member 58.7% Utilization IN OF tj�PETM;$ EVNMCL Petros E. Tsoukalas, P.E. Professional Engineer Massachusetts License # 52056 Customer Loyalty through Client Satisfaction (icv MASER CIRSILr111 r.• Objective: 12/31/2015 Page 2 of 4 Prepared by DJS Checked by FEP In accordance with your request, Maser Consulting P.A. has evaluated the structural impact of the final AT&T equipment on the existing antenna mount at the above referenced address. Introduction: Maser Consulting P.A. has reviewed the following documents in completing this report: • RFDS 757082, provided by Smartlink, dated 10/09/2015; LTE 4C Scope • Structural Mount Analysis prepared by Hudson Design Group, dated April 14, 2015 (Rev. 1) • Construction drawings prepared by Hudson Design Group, dated August 25, 2015 • Antenna Frame Mapping Report prepared by ProVertic, dated 01/26/2015 • Construction Drawings prepared by Maser Consulting P.A. for LTE 4C Scope of work The proposed AT&T equipment is to be supported on existing antenna sector mounts constructed of structural steel pipes, channels, and HSS members at a centerline of 120'-0" above ground level. This report is based only upon this information. This analysis is based on the requirement that the additional 2" stabilizer arm at each sector has been installed as required by Hudson Design Group Structural Mount Analysis referenced above. NO EQUIPMENT SHALL BE INSTALLED WITHOUT THE ADDED STABILIZERS IN PLACE AT EACH SECTOR. Discrete and Linear Appurtenances: Maser Consulting P.A. understands the final AT&T loading to be as follows: • (3) CCI HPA-65-13UU-1-18 Antennas • (3) Kathrein 80010121 Antennas • (3) Kathrein 80010766 Antennas • (6) Kathrein 782-10250 TMA's • (6) RRUS-1'I's • (3) RRUS-32's • (3) RRUS-E2's The maximum sector frame loading occurs at the Alpha Sector and has been utilized for purposes of this calculation. • (1) CCI HPA-65-BUU-H8 Antenna per sector • (1) Kathrein 80010121 Antenna per sector (1) Kathrein 80010766 Antenna per sector • (2) Kathrein 782-10250 TMA's per sector • (2) RRUS-11's per sector • (1) RRUS-32 per sector • (1) RRUS-E2 per sector 12/31/2015 Page 3 of 4 (icy Prepared by DJS MASER Checked by FEP O I I t I L i l I i R L Codes, Standards and Loading: Maser Consulting P.A. utilized the following codes and standards: Massachusetts State Building Code, 8t' Edition, And All Subsequent Amendments, Incorporating the 2009 International Building Code Structural Standards for Antenna Supporting Structures and Antennas ANSI/TIA-222-G-05, Including Addendum 1, Dated 2007 o Basic Wind Speed —110 mph (3 Second Gust), 40 mph with 1 inch ice thickness o Exposure Category - C o Structure Class — II o Topographic Category I Specification for Structural Steel Buildings ANSI/AISC 360-05, American Institute of Steel Construction (AISC) le Edition Analysis Approach & Assumptions: The analysis approach used in this structural analysis is based on the premise that if the existing antenna mounts are structurally adequate to support the proposed equipment per the aforementioned codes and standards, or if the increase in the forces in the structure is deemed to be negligible or acceptable, then the proposed equipment can be installed as intended. Risa-3D, a 3D finite element modeling and analysis program, was used to determine the capacity and usage of the existing antenna support mount. The following assumptions were utilized in this report: • Structural Steel Angles are constructed of A36 Grade Steel. • Structural Steel Pipes and HSS Members are constructed of A53 Grade B Steel. • It is assumed that the telecommunication equipment supports, antenna supports, and existing structure have been designed by a registered licensed professional engineer for the existing loads acting on the structure, as required by all applicable codes, prior to the proposed modifications listed within this report. • It is assumed that information provided by the client regarding the structure itself, the antenna models, feed lines, and other relevant information is current and correct. • It is assumed all other existing appurtenances, antennas, cables, etc. belonging to others have been installed and supported per code and per specifications so as not to damage any existing structural support members, and that any contributing loads from adjacent equipment has been taken into consideration for their design. • Proposed equipment and locations should not deviate from the proposed locations noted herein and shown on the associated Maser Consulting P.A. final Construction Drawings. Calculations: The calculations are found in Appendix A of this report. qj Y �:�. i':' •�.x .. ,}' �� W"aM (1 1 MASER C I I t I L r I 1 1 G L Conclusion: 12/31/2015 Page 4 of 4 Prepared by DJS Checked by FEP Maser Consulting P.A. has determined the existing antenna mounts have ADEQUATE structural capacity to support the proposed and existing loading. The existing antenna mounts have been determined to be stressed to a maximum of 58.7% of their structural capacity with the maximum usage occurring at the antenna masts. Therefore, the proposed AT&T installation CAN be installed as intended. This analysis is based on the requirement that the additional 2" stabilizer arm at each sector has been installed as required by Hudson Design Group Structural Mount Analysis referenced above. NO EQUIPMENT SHALL BE INSTALLED WITHOUT THE ADDED STABILIZERS IN PLACE AT EACH SECTOR. The conclusions reached by Maser Consulting P.A. in this evaluation are only applicable for the existing structural members supporting the proposed AT&T telecommunications installation described herein. The existing bolts and structural members should be checked for any existing issues. Further, no structural qualifications are made or implied by this document for the existing tower structure. Maser Consulting P.A. reserves the right to amend this report if additional information about the existing frame is provided. The conclusions reached by Maser Consulting P.A. in this report are only valid for the discrete and linear appurtenances listed in this report. Any change to the installation will require a revision to this structural analysis. We appreciate the opportunity to be of service on this project. If you should have any questions or require any additional information, please do not hesitate to call our office. Very truly yours, Maser Consulting P.A. Petros E. Tsoukalas, RE Geographic Discipline Leader rr . Daniel Sledgeski, E.I.T. Structural Design Engineer \\mtcad01\Projects\2015\15946000A\15946067A\Structural\Rev.O\Word\MAL03349.docx SBA Communications Corporation 8051 Congress Avenue Q Boca Raton, FL 334$7-1307 LJ 1/rC�v\ T + 561.995.7670 F + 561.995.7626 sbasite.com LETTER OF AUTHORIZATION SBA Site ID: MAolo85-A, North Andover Property Located at: 300 Chestnut Street, North Andover, MA, o1845 -53o8 THE CITY/COUNTY OF: North Andover / Essex APPLICATION FOR ZONING f USE/BUILDING PERMIT This letter authorizes AT&T and its authorized agents to file for all necessary zoning, planning and building permits (local, state and federal) for the purposes of installing, operating and maintaining a telecommunications facility on the existing tower on the property referenced above on behalf of SBA Properties, LLC. All approval conditions that may be granted to AT&T in connection with above referenced facility relating to this specific application are the sole responsibility of AT&T. SBA Properties, LLC Jason Silberstein Executive VP, Site Leasing Date: 12/29/2015 smartHnk January 14, 2016 Gerald Brown Inspector of Buildings 1600 Osgood Street Building 20, Suite 2035 North Andover, MA 01845 Re: Building Permit Application and Section 6409 Eligible Facilities Request Applicant: New Cingular Wireless PCS, LLC ("AT&T") Dear Mr. Brown: Smartlink LLC, on behalf of AT&T, is submitting this Building Permit application and Section 6409 Eligible Facilities Request to replace three (3) antennas and add six (6) remote radio units at its existing antenna and ancillary Transmission Equipment at an existing wireless Base Station located at Chestnut Street (parcel ID# 210/198.C-0002-0000.0). A. Section 6409 Eligible Facilities Request being filed with the Building Permit The Section 6409 Eligible Facilities Request accompanies this Building Permit Application because the Town of North Andover has not yet developed an Eligible Facilities request permit application form that complies with Section 6409 of the Middle Class Tax Relief and Job Creation Act of 2012, commonly known as the "Spectrum Act", or ("Section 6409") (Pub. Law No. 112-96,126 Stat 156) (codified at 47 U.S.C. §1455). Section 6409 mandates that state and local governments "may not deny, and shall approve, any eligible facilities requestfor a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." Under Section 6409(a)(2)(A)-(C) an Eligible Facilities Request is any request to modify a Tower or Base Station that involves "collocations of new Transmission Equipment, "removal," or "replacement" of Transmission Equipment. B. Why this Eligible Facilities Request Must Be Granted 1. The existing facility is a Base Station. AT&T, a Federal Communications Commission ("FCC") licensed wireless carrier, submitted this Eligible Facilities Request to add, modify and replace its existing antenna and ancillary Transmission Equipment at the existing Base Station. The FCC defines Base Station as "the equipment and non -tower supporting structure at a fixed location that enable Commission - licensed or authorized wireless communications between user equipment and a communications 33 Boston Post Road West - Suite 210 - Marlborough, MA 01752 p: 978.808.8258 - f: 978.334.0223 network ... the term includes equipment associated with wireless communications service including, but not limited to, radio transceivers, antennas, coaxial or fiber-optic cable, regular and backup power supply and comparable equipment." The term "existing base station" also includes a structure that currently houses or supports an antenna, transceiver or other associated equipment that constitutes part of a Base Station even if the structure was not built solely or primarily to provide such support. The existing Base Station in this application is one hundred twenty feet (120') high at its centerline and presently contains wireless facilities and Transmission Equipment. (The proposed Base Station modifications will not increase its height or expand its footprint.) Therefore, the existing Base Station meets the FCC defmition of a Base Station. 2. The Application's equipment is considered Transmission Equipment. The list of equipment identified in the Eligible Facilities Request application is considered Transmission Equipment as determined by the FCC. The FCC defines Transmission Equipment as "any equipment that facilitates transmission for any Commission -licensed or authorized wireless communication service, including, but not limited to, radio transceivers, antennas and other relevant equipment associated with and necessary to their operation, including coaxial or fiber-optic cable, and regular and back-up power supply. This definition includes equipment used in any technological configuration associated with any Commission - authorized wireless transmission; licensed or unlicensed, terrestrial or satellite, including commercial mobile, private mobile, broadcast and public safety services, as well as fixed wireless services such as microwave backhaul or fixed broadband." 3. The Base Station will not be Substantially Changed. In a Report and Order adopted on October 17, 2014, the FCC determined that any modification to an existing telecommunications Base Station that meets the following six (6) criteria does not substantially change the physical dimensions of the existing Base Station and therefore is an Eligible Facilities Request which must be granted. Attached herewith please find a certification that identifies how each of the above six (6) criteria are met and therefore no substantial change is proposed. a. The modifications to the Transmission Equipment do not increase the height of the Base Station by more than 10 percent (10%) or ten (10) feet, whichever is greater. b. The modifications to the Transmission Equipment do not protrude from the edge of the support structure by more than six (6) feet. c. The modifications to the Transmission Equipment do not involve the installation of more than the standard number of equipment cabinets for the technology involved, not to exceed three. d. The modifications to the Transmission Equipment do not entail any excavation or deployment outside of the Base Station site. e. The modifications to the Transmission Equipment do not defeat any existing concealed or stealth -design. f. The modifications to the Transmission Equipment comply with prior conditions of approval of the Base Station, unless the non-compliance is due to an increase in 33 Boston Post Road West - Suite 210 • Marlborough, MA 01752 p: 978.808.8258 • f: 978.334.0223 0 ilkrdI 1 height, increase in width, addition of equipment cabinets, or new excavation that does not exceed the corresponding "substantial change' thresholds in numbers 1-4. The modifications to the Transmission Equipment at the Base Station located at Chestnut Street contained in this Eligible Facilities Request fully conform to Section 6409 as enacted by Congress and as interpreted by the FCC, as more specifically articulated in the Eligible Facilities Request Certification, attached herewith. Accordingly, this Eligible Facilities Request must be approved within sixty (60) days, as required by federal law and FCC implementing regulations. C. Notice of Federal Law Expedited Permit Processing and Deemed Granted An Eligible Facilities Request is deemed granted sixty (60) days after a complete application is filed with a local jurisdiction. If sixty (60) days pass after the submission of AT&T's Building Permit Application and Eligible Facilities Request and the Town of North Andover has not acted to grant or deny the request, it will be deemed granted. At that time, AT&T may advise the Town of North Andover that the application has been deemed granted. If the Town of North Andover wishes to contest whether the Eligible Facilities Request has been deemed granted, the burden is on the Town of North Andover to file a lawsuit in a court of competent jurisdiction within 30 days after receipt of a written communication notifying it that the Eligible Facilities Request has been deemed granted. Failure to file a lawsuit in a timely manner may forever bar this jurisdiction from contesting that this Eligible Facilities Request has been deemed granted. AT&T is committed to working cooperatively with you, and all jurisdictions around the country, to secure expeditious approval of requests to modify existing personal wireless service facilities. Please do not hesitate to contact me if you have questions. Sincerely, gGCZ Hanrahan Bill Hanrahan Real Estate Specialist Smartlink, LLC (m) 508.498.1230 (email) bill.hanrahan(2smartlinklla.com 33 Boston Post Road West - Suite 210 - Marlborough, MA 01752 p: 978.808.8258 - f: 978.334.0223 Aaser Consulting P.A. Structural Analysis Page 1 of 2; 100 Valley Road Mount Analysis Date: 12/31/2015 1:08 Ph iuite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcc At. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067/ 300 Chestnut Street North Andover, MA 01845 Final AT&T Amurtenance Conflauration: • (1) CCI HPA-65-BUU-H8 Antenna per sector • (1) Kathrein 80010121 Antenna per sector • (1) Kathrein 80010766 Antenna per sector • (2) Kathrein 782-10250 TMA's per sector • (2) RRUS-11's per sector • (1) RRUS-32 per sector • (1) RRUS-E2 per sector Design Wind Load On ADDurbenances: Inputs: Location: North Andover, MA Basic Wind Speed (Ultimate): Vult := 110 MPH Antenna Centerline: Structure Class: Exposure Category: Gust Effect Factor.- Find actor. Find Directionality Factor: Topographic Category: Crest Height: Importance Factor. z:= 120ft Class := "II" Exp := "C" Gh := 1.0 Kd := 0.95 Topo :_ "1" CH := Oft 1:= 1.0 if Class = "II" 1.15 if Class= "III" ANSUTIA-2224 Reference (Figure Al -1e, p. 232) (Table 2-1, P. 39) (Section 2.6.5.1, p. 12) (Section 2.6.9, p. 16) (Table 2-2, P. 39) (Section 2.6.6.2, p. 13) (Section 2.6.6.4, p. 14) = 1 (Table 2-3, P. 39) Maser Consulting P.A. Structural Analysis Page 2 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A Force Coefficient: Terrain Exposure Constants. C f square(h , w) Cf round(h,w) := 1.2 if h <- 2.5 w ll C1.2+ 00 -2.(h -2.5)J if h >2.5A h <7 4.5 w ll�jjw w C1.4+ .66.(h-7IJ ifh>7Ah<_25 18 w J w w 2.0 otherwise 0.7 if h <- 2.5 w r l r0.7+ A. h - 2.5I] if h>2.5Ah<_7 L 4.5 rl w 1 jJ w w 10- 8+00_4•(h-7IJ ifh>7Ah<-25 18 w J w w 1.2 otherwise a := 7.0 if Exp = "B" 9.5 if Exp = "C" 11.5 if Exp = "D" Velocity Pressure Coefficient. Kz(z) .- Zg := 1200ft if Exp = "B" 900ft if Exp = "C" 700ft if Exp = "D" 2 a, Kz <- max 2.01 z ,),K. in m Kz F- min(Kz,2.01) Velocity Pressure Coefficient: Kz := Kz(z) = 1.315 Table 2-8, P. 42 Square Members Table 2-8, P. 42 Round Members Kzmin 0.70 if Exp = "B" 0.85 if Exp = "C" 1.03 if Exp = "D" Table 2-4, P. 40 (Section 2.6.5, P. 13) Maser Consulting P.A. Structural Analysis Page 3 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A Velocity Pressure Coefficient.- Kzt(z) := Kzt <- 1.0 if Topo = "1" (Section 2.6.6.4, p. 14) otherwise Ke 0.90 if Exp = "B" (Table 2-4 p. 40) 1.00 if Exp = "C" 1.10 if Exp = "D" Kt t— 0.43 if Topo = "2" (Table 2-5 p. 40) 0.53 if Topo = "3" 0.72 if Topo = "4" f F— 1.25 if Topo = "2" (Table 2-5 p. 40) 2.00 if Topo = "3" 1.50 if Topo = "4" fz� C CH (Section 2.6.6.4, P. 14) � +-e 2 Ke Kt (Section 2.6.6.4, P. 14) 1 + Kh Velocity Pressure: Kzt := Kzt(z) = 1 qz:= 0.00256•Kz•Kzt•KKd•Vult2•I•psf = 38.701•psf (Section 2.6.9.6, P. 25) Maser Consulting P.A. Structural Analysis Page 4 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A AT&T Wind Loading (No Ice): Kathnein 800-10121 Dimensions: Weight: Mounting Pipe: Area (Normal): Area (Side): Force Coefficient (Normal) Force Coefficient (Side): Pipe Area (Normal): Pipe Area (Side): Force Coefficient (Normal): Normal Effective Projected Area: Side Effective Projected Area: Effective Projected Area: Wind Force: hant, := 54.5 -in wantl := 10.3 -in dant, := 5.9 -in DLantl := 44.1Ibf LPI := 96 -in dPl := 2.375 -in ANa := hantl-want, = 3.898 ft2 ATa := hantl-dant, = 2.233 ft2 Cf N a := Cf square(hantl,wantl) = 1.324 Cf T a := Cf square(hantl , dantl) = 1.475 ANp:= max (Lpl — hantl)-(dPl),0] = 0.684 ft2 ATP := LP1•dPI = 1.583 ft2 Cf p:= Cf round(LPI)dPI) = 1.2 UAW= (Cf N_a'ANa) + (CfP- ANp) = 5.983 ft2 EPAT := (Cf T_a'ATa) + (Cf P- ATP) = 5.193 ft2 EPAa := max(EPAN,EPAT) = 5.983 ft2 Fant, := gz'Gh-EPAa = 231.543.lbf (Section 2.6.9.2, P. 20) Maser Consulting P.A. Structural Analysis Page 5 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A CCI HPA-66R-LCUU-H8 Dimensions: Weight: Mounting Pipe: Area (Normal): Area (Side): Force Coefficient (Normal): Force Coefficient (Side): Pipe Area (Normal): Pipe Area (Side): Force Coefficient (Normal) Normal Effective Projected Area: Side Effective Projected Area: Effective Projected Area: Wind Force: hant2:= 92.7 -in want2:= 14.4 -in dant2:= 7.0 -in PER RFDS DLan� := 881b LP2:= 102in dp2 := 2.375 in ANa := hant2'want2 = 9.27 ft2 `�Ta hant2'dant2 = 4.506 ft2 Cf N—a Cf square(hant2,`�'ant2) 1.375 = Cf T_a Cf square(hant2,dant2) 1.608 = ANp := max (Lp2 —han d) (dp2),0] = 0.153 ft2 .682 ft2 ATP := Lp2•dp2 = 1 C f� := Cf round(Lp2, dp2) = 1.2 EPAN = (Cf N a'ANa) + (Cf � ANp) = 12.93 ft2 EPAT := (Cf T a'ATa� + (Cf�i ATp) = 9.265 ft2 EPAa := max(EPAN, EPAT) = 12.93 ft2 Fant2 := gz,Gh•EPAa = 500.415 lbf (Section 2.6.9.2, R 20) -...... _,,* MII ..�....� �u4'��:�LLM1 'sT:'. :':Li'. ±Ss:.. :,aM,�N�3e+ f4° Maser Consulting P.A. Structural Analysis Page 6 of 25 400 Valley Road Mount Analysis Date: 12/31/20151:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A Kathrein 80010766 Dimensions: hant3:= 96 -in want3 := 11.8 -in dant3:= 6.0 -in Weight: DLant3 := 61.71bf Mounting Pipe: Lp3:= 102 -in dp3:= 2.375 -in Area (Normal): ANa := hant3-want3 = 7.867 ft2 Area (Side): ATa := hant3'dant3 = 4 ft2 Force Coefficient (Normal): Cf N a := Cf square(hant3,want3) = 1.438 Force Coefficient (Side): Cf T a := C f square(hant3, dant3) = 1.7 Pipe Area (Normal): ANp := max (Lp3 — hant3)•(dp3)101 = 0.099 ft2 Pipe Area (Side): ATP := Lp3•dp3 = 1.682 ft2 Force Coefficient (Normal): LP = 1.2 Cf �:= Cf round( Normal Effective Projected Area: EPAN := (Cf N a'ANa) + (Cf p- ANp) = 11.43 ft2 Side Effective Projected Area: EPAT (Cf T a ATa) + (Cf _p� ATP) = 8.819 ft2 Effective Projected Area: EPAa := max(EPAN,EPAT) = 11.43 ft2 Wind Force: Fanta := gz,Gh•EPAa = 442.346•lbf (Section 2.6.9.2, P. 20) Maser Consulting P.A. Structural Analysis Page 7 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A TMA Dimensions: hal := 14.5 -in wal := 9.0 -in dal := 2.5 -in Weight: DLaI := 161bf Area (Normal): AN := hal-wal = 0.906 ft2 Area (Side): AT := haYdal = 0.252 ft2 Force Coefficient (Normal): Cf N:= Cf square(hal ,wal) = 1.2 Force Coefficient (Side): Cf T:= Cf square(hal , dal) = 1.347 Front Effective Projected Area: UAW= Cf YAN = 1.087 ft2 Side Effective Projected Area: EPAT := Cf TAT = 0.339 ft2 Effective Projected Area: EPAa := ma#PAN, EPAT) = 1.087 ft2 Wind Force: Fal := gz'Gh•EPAa = 42.087•lbf (Section 2.6.9.2, P. 20) RRUS-11 Dimensions: ha3:= 17.1 -in wa3:= 10.0 -in da3:= 7.6 -in Weight: DLa3 := 501bf Area (Normal): AN := ha3-wa3 = 1.188 ft2 Area (Side): AT := ha3'da3 = 0.903 ft2 Force Coefficient (Normal): Cf N:= Cf square(ha3,%3) = 1.2 Force Coefficient (Side): Cf T := Cf square(ha3,da3) = 1.2 Front Effective Projected Area: UAW= Cf NAN = 1.425 ft2 Side Effective Projected Area: EPAT := Cf TAT = 1.083 ft2 Effective Projected Area: EPAa := max(EPAN,EPAT) = 1.425 ft2 Wind Force: Fa3 := gz.Gh•EPAa = 55.149•lbf (Section 2.6.9.2, P. 20) Maser Consulting P.A. Structural Analysis Page 8 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A RRUS-32 Dimensions: ha4:= 19.7 -in wa4:= 17.0 -in da4:= 7.2 -in Weight: DLa4:= 501bf Area (Normal): AN := ha4'wa4 = 2.326 ft2 Area (Side): AT := ha4'da4 = 0.985 ft2 Force Coefficient (Normal): Cf N — Cf square(ha4,%4) = 1.2 Force Coefficient (Side): Cf T:= Cf square(ha4,da4) = 1.21 Front Effective Wind Area: UAW= Cf NAN = 2.791 ft2 Side Effective Wind Area: EPAT := Cf T -AT = 1.192 ft2 Effective Wind Area: EPAa := max(EPAN,EPAT) = 2.791 ft2 Wind Force: Fa4:= gz'Gh•EPAa = 108.008•lbf (Section 2.6.9.2, P. 20) RRUS-E2 Dimensions: ha5 := 20.4 -in was := 18.5 -in da5 := 7.5 -in Weight: DLa5 := 601bf Area (Normal): AN := ha5'wa5 = 2.621 ft2 Area (Side): AT := ha5'da5 = 1.062 ft2 Force Coefficient (Normal): Cf N:= Cf square(ha5,wa5) = 1.2 Force Coefficient (Side): Cf T:= Cf square(ha5,da5) = 1.21 Front Effective Wind Area: UAW= Cf N -A, = 3.145 ft2 Side Effective Wind Area: EPAT := Cf TAT = 1.285 ft2 Effective Wind Area: EPAa := max(EPAN,EPAT) = 3.145 ft2 Wind Force: Fa5 := gz'Gh•EPAa = 121.714•lbf (Section 2.6.9.2, P. 20) Maser Consulting P.A. Structural Analysis Page 9 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A Antenna Mount Loading: HSS 3x3 Loadina: Height: hml := 2ft Width: wm1 := 3 -in Area:2 Aa := hml•wml = 0.5 ft Force Coefficient: Cf := Cf square(hml,wml) = 1.433 Wind Load: fml := qz-Gh-Cf-wml = 13.868.plf (Section 2.6.9.2, P. 20) L3x3x1/4 Loading: Height: hm2:= 6.25ft Width: wm2:= 3 -in Area: Aa := hm2'wm2 = 1.562 ft2 Force Coefficient: Cf := Cf_square(hm2,wm2) = 2 Wind Load: fm2:= qz-Gh-Cf-wm2 = 19.35-plf (Section 2.6.9.2, P. 20) 2.0 STD PIPE: Height: hm3:= loft Width: wm3:= 2.375 -in Area: Aa := hm3'wm3 = 1.979 ft2 Force Coefficient: Cf := Cf round(hm3,wm3) = 1.2 Wind Load: fm3 := gz'Gh-Cf'wm3 = 9.191-p1f (Section 2.6.9.2, P. 20) 1.6 STD PIPE: Height: hm4:= 2.25ft Width: wm4:= 1.875 -in Area: Aa := hm4'wm4 = 0.352 ft2 Force Coefficient: Cf := Cfround(hm4,wm4) = 0.964 Wind Load: fm4:= gz'Gh-Cf-wm4 = 5.832-plf (Section 2.6.9.2, P. 20) Maser Consulting P.A. Structural Analysis Page 10 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A 3.6 STD PIPE: Height: hm5:= 2.25ft Width: wm5:= 3.5 -in Area: Aa := hm5'wm5 = 0.656 ft2 Force Coefficient: Cf := Cf_round(hm5,wm5) = 0.816 Wind Load: fm5 := ai Gh'Cf'wm5 = 9.209•plf (Section 2.6.9.2, P. 20) � �'� � .., •.A f , - "+�.� ��- Maser Consulting P.A. Structural Analysis Page 11 of 25 400 Valley Road Mount Analysis Date: 12/31/20151:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A Design Wind Load On Appurtenances With Ice: Inputs: Basic Wind Speed With Ice: Design Ice thickness: Ice Density: Importance Factor: Importance Factor. Importance Factor: Velocity Pressure: Vi := 40 MPH ti := 1.Oin pi := 56pcf 'wind 1.00 lice := 11.00 if Class = "IP' 1.25 if Class = "III" tiz.(z) :_ KIz z 0.10 33ft K1Z E— migK1z ,1.4) 2.0 t 0.35 i'ice''C1Z•�Kzt) tiz tiz.(z) = 2.3 -in qz:= 0.00256•Kz•Kzt'Kd'Vi2''wind'psf = 5.117•psf ANSVTIA-222-G Reference (Figure a5 -2a, p. 233) (FigureA1-2a, p. 233) (Section 2.6.8, p. 16) (Table 2-3, P. 39) (Table 2-3, P. 39) (Section 2.6.8, p. 16) (Section 2.6.9.6, P. 25) Aaser Consulting P.A. Structural Analysis Page 12 of 2! 100 Valley Road Mount Analysis Date: 12/31/20151:08 PN Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmc( At. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067/ AT&T Wind Loading (With Ice): Kathrein 80010121 Dimensions: hi ant, hantl + 2•tiz = 4.921 ft wi ant, Want, + 2-t1z = 1.238 ft Pipe Area (Normal): ANp ma�(Li_pl — hi_ant,)-(di_Pl),0] = 1.996 ft2 Pipe Area (Side): ATP Li_pl.di_pl = 4.836 ft2 Force Coefficient (Normal): Cf p:= Cf round(Li_P1,di_P1) = 0.967 Normal Effective Projected Area: EPAiN (Cif NAiN) + (Cfp- ANp) = 9.638 ft2 Side Effective Projected Area: UAW= (Cif T'AiT) + Cfp- ATp = 10.42 ft2 Effective Projected Area: EPAi := max(EPAiN, EPAiT) = 10.42 ft2 Wind Force: Fiant, gz.Gh•EPAi = 53.324•lbf Additional Ice Dead Load Largest Out -to -Out Dimension: Dc ant] 4wantl2 + dant,2 = 0.989 ft Cross Sectional Area of Ice: Aiz am1:= 7t.tiz (Dc_ant, + t1Z) = 0.702 ft2 Total Ice Dead Load: DLit ant, (Aiz antl'hi_antl)-Pi = 193.5291bf (Section 2.6.9.2, P. 20) (Figure 2-2, P. 47) di ant, := dant, + 2•tiz = 0.871 ft Mounting Pipe Li—PI := LP1 + 2•tiz = 8.379 ft di_pl := dpl + 2•tiz = 0.577 ft Area (Normal): AiN := hi ant, -wi ant, = 6.09 ft2 Area (Side): AiT:= hi ant, -di ant, = 4.286 ft2 Force Coefficient (Normal): Cif N — Cf square(hi_antl,wi ant,) = 1.266 Force Coefficient (Side): Cif T:= Cf square(hi_antl,di_ant, = 1.34 Pipe Area (Normal): ANp ma�(Li_pl — hi_ant,)-(di_Pl),0] = 1.996 ft2 Pipe Area (Side): ATP Li_pl.di_pl = 4.836 ft2 Force Coefficient (Normal): Cf p:= Cf round(Li_P1,di_P1) = 0.967 Normal Effective Projected Area: EPAiN (Cif NAiN) + (Cfp- ANp) = 9.638 ft2 Side Effective Projected Area: UAW= (Cif T'AiT) + Cfp- ATp = 10.42 ft2 Effective Projected Area: EPAi := max(EPAiN, EPAiT) = 10.42 ft2 Wind Force: Fiant, gz.Gh•EPAi = 53.324•lbf Additional Ice Dead Load Largest Out -to -Out Dimension: Dc ant] 4wantl2 + dant,2 = 0.989 ft Cross Sectional Area of Ice: Aiz am1:= 7t.tiz (Dc_ant, + t1Z) = 0.702 ft2 Total Ice Dead Load: DLit ant, (Aiz antl'hi_antl)-Pi = 193.5291bf (Section 2.6.9.2, P. 20) (Figure 2-2, P. 47) Y Maser Consulting P.A. Structural Analysis Page 13 of 2: 400 Valley Road Mount Analysis Date: 12/31/20151:08 PN Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcc Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067p CCI OPA-66R-LCUU-H8 Dimensions: hi ant2 := hant2 + 2•tiz = 8.104 ft wi ant2 want2 + 2•tiz = 1.579 ft di ant2 dant2 + 2-t1z = 0.963 ft Mounting Pipe Li_p2 := Lp2 + 2-tiz = 8.879 ft di_P2 := dp2 + 2•tiz = 0.577 ft Area (Normal): AiN := hi ant2-wi ant2 = 12.799 ft2 Area (Side): AiT := hi ant2-di ant2 = 7.801 ft2 Force Coefficient (Normal): Cif N := C f square(hi_ant2 ,wi_ant2) = 1.317 Force Coefficient (Side): Cif T:= Cf square(hi_ant2,di_ant2) = 1.447 Pipe Area (Normal): ANP := max (Li_p2 - hi ant2)-(di_P2),0] = 0.447 ft2 Pipe Area (Side): ATP := Li_p2•di_p2 = 5.125 ft2 Force Coefficient (Normal): Cf p:= Cf round(Li,2, di,2) = 0.986 Normal Effective Projected Area: EPAiN := (Cif NAiN) + (Cf,' ANp) = 17.297 ft2 Side Effective Projected Area: EPAiT := (Cif TAT) + Cf p ATp = 16.345 ft2 Effective Projected Area: EPAi := max(EPAiN, EPAiT) = 17.297W Wind Force: Fiant2:= gz.Gh•EPAi = 88.516.1bf Additional Ice Dead Load Largest Out -to -Out Dimension: Dc ant2 := jwant22 + dant2 = 1.334 ft Cross Sectional Area of Ice: Aiz ant2 :='r"tiz-(Dc ant2 + t1z) = 0.908 ft2 Total Ice Dead Load: DLit ant2:= (Aiz ant2-hi ant2)-Pi = 412.026lbf (Section 2.6.9.2, P. 20) (Figure 2-2, P. 47) s. . i'.asgip iAaser Consulting P.A. Structural Analysis Page 14 of 2i 1,00 Valley Road Mount Analysis Date: 12/31/20151:08 Ph Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcc At. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067/ Kathrein 80010766 Dimensions: hi anti hant3 + 2-tiz = 8.379 ft wi ano := want3 + 2•tiz = 1.363 ft di anti := dano + 2-tiz = 0.879 ft Mounting Pipe Li_p3 := Lp3 + 2•tiz = 8.879 ft di_p3 := dp3 + 2•tiz = 0.577 ft Area (Normal): AiN := hi ant3-wi ant3 = 11.418 ft2 Area (Side): AiT := hi anti -di ant3 = 7.368 ft2 Force Coefficient (Normal): Cif N:= Cf square(hi_ant3,wi ant3) = 1.362 Force Coefficient (Side): Cif T:= Cf square(hi_ant3 , di ant3) = 1.484 Pipe Area (Normal): ANP := max (Li_p3 - hi_ant3)•(di_p3),0] = 0.289 ft2 Pipe Area (Side): ATp := Li-p3.di-p3 = 5.125 ft2 Force Coefficient (Normal): Cf p:= Cf round(Li_p3, di_p3) = 0.986 Normal Effective Projected Area: EPAiN := (Cif NAiN) + (Cf,' ANp) = 15.838 ft2 Side Effective Projected Area: EPAiT := (Cif TAiT) + Cfp- ATp = 15.991 ft2 FffprtivP. PmiP.CtPdArea- FPA. -= mnvIPPA.__ FPA...,) = 1C QQ1 R2 Maser Consulting P.A. Structural Analysis Page 15 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A TMA Dimensions: Area (Normalt): Area (Side): Force Coefficient (Normal): Force Coefficient (Side): Front Effective Wind Area: Side Effective Wind Area: Side Effective Wind Area: Wind Force: Additional Ice Dead Load Largest Out -to -Out Dimension Cross Sectional Area of Ice: Total Ice Dead Load: hi al hal + 2•t1z = 1.588 ft wi al wal + 2•t1z = 1.129 ft di al dal + 2•tiz = 0.588 ft AiN hi al'a'i al = 1.793 ft 2 AiT hi alai al = 0.933 ft Cif N Cf square(hi_a1, 'i_al) = 1.2 Cif T Cf square(hi_al,di al) = 1.209 EPAiN Cif N"AiN = 2.151 ft EPAiT := Cif TAT = 1.128 ft EPAia:= max(EPAiN,EPAiT) = 2.151 ft Fial gz'Gh•EPAia = 11.01.1bf Dc—al Iwal2 + dal2 = 0.778 ft Aiz_al w'tiz'(Dc_a1 + tiz) = 0.577 ft2 DLit al (Aiz a1'hi a1)'Pi = 51.272lbf (Section 2.6.9.2, P. 20) (Figure 2-2, P. 47) Maser Consulting P.A. Structural Analysis Page 16 of 25 400 Valley Road Mount Analysis Date: 12/31/20151:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A RRUS-11 Dimensions: Area (Normalt): Area (Side): Force Coefficient (Normal): Force Coefficient (Side): Front Effective Wind Area: Side Effective Wind Area: Side Effective Wind Area: Wind Force: Additional Ice Dead Load Largest Out -to -Out Dimension Cross Sectional Area of Ice: Total Ice Dead Load: hi a3 := ha3 + 2-tiz = 1.804 ft wi a3:= wa3 + 2•tiz = 1.213 ft di a3:= do + 2-tiz = 1.013 ft AiN := hi a3•wi a3 = 2.188 ft 2 AiT := hi a3 -di a3 = 1.827 ft2 Cif N:= Cf square(hi_a3,wi a3) = 1.2 Cif T Cf square(hi_a3,di a3) = 1.2 EPAiN Cif NAN = 2.625 ft2 EPAiT := Cif TAT = 2.192 ft2 EPAia := rnM(EPAiN, EPAiT) = 2.625 ft2 Fia3 := gz,Gh•EPAia = 13.436-lbf Dc—a3 TwO2 + da32 = 1.047 ft Aiz a3:= -n'tiz (Dc_a3 + tiz) = 0.737 ft2 DLit a3 '_ (``biz a3 -hi a3)' pi = 74.4191bf (Section 2.6.9.2, P. 20) (Figure 2-2, P. 47) Maser Consulting P.A. Structural Analysis Page 17 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A RRUS-32 Dimensions: Area (Normalt): Area (Side): Force Coefficient (Normal): Force Coefficient (Side): Front Effective Wind Area: Side Effective Wind Area: Side Effective Wind Area: Wind Force: Additional Ice Dead Load Largest Out -to -Out Dimension Cross Sectional Area of Ice: Total Ice Dead Load: hi a4:= ha4 + 2•tiz = 2.021 ft wi a4:= wa4 + 2-t1z = 1.796 ft di a4:= da4 + 2-t1Z = 0.979 ft AiN := hi a4*wi a4 = 3.629 ft2 AiT := hi a4'di a4 = 1.979 ft2 Cif N := Cf square(hi_a4,wi a4) = 1.2 Cif T:= Cf square(hi_a4A_a4) = 1.2 EPAiN := Cif NAiN = 4.355 ft2 EPAiT := Cif TAT = 2.375 ft2 EPAia:= max(EPAiNXPAiT) = 4.355 ft2 Fia4 := gz'Gh•EPAia = 22.288•lbf Dc—a4 :_ wa42 + da42 = 1.538 ft Aiz_a4 :_ W'tiz (Dc_a4 + tiz) = 1.03 ft2 DLit —a4:= (Az a4 -hi a4)' Pi = 116.5141bf (Section 2.6.9.2, P. 20) (Figure 2-2, P. 47) Maser Consulting P.A. Structural Analysis Page 18 of 25 400 Valley Road Mount Analysis Date: 12/31/20151:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A RRUS-E2 Dimensions: Area (Normalt): Area (Side): Force Coefficient (Normal): Force Coefficient (Side): Front Effective Wind Area: Side Effective Wind Area: Side Effective Wind Area: Wind Force: Additional Ice Dead Load Largest Out -to -Out Dimension Cross Sectional Area of Ice: Total Ice Dead Load: hi a5 := ha5 + 2-t1z = 2.079 ft wi a5:= wa5 + 2-tiz = 1.921 ft di a5 := da5 + 2-t1z = 1.004 ft AiN := hi a5-wi a5 = 3.994 ft2 2 AiT hi a5 -di a5 = 2.088 ft Cif N Cf square(hi_a5,wi a5) = 1.2 Cif T:= Cf square(hi_a5,di a5) = 1.2 EPAiN Cif N'AiN = 4.793 ft EPAiT := Cif TAT = 2.506 ft2 EPAia:= rn"(EPAiN,EPAiT) = 4.793 ft Fia5 gz'Gh•EPAia = 24.528•lbf Dc—a5 := wa5 + CO2 = 1.664 ft Aiz a5 :_ 7'tiz'(Dc a5 + t1z) = 1.104 ft2 DLit —a5:=(Az a5-hi_a5)' Pi = 128.552 lbf (Section 2.6.9.2, R 20) (Figure 2-2, P. 47) Aaser Consulting P.A. Structural Analysis Page 19 of 2: 100 Valley Road Mount Analysis Date: 12/31/20151:08 PN Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcc At. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067P Antenna Mount Loading With Ice: HSS 3x3 Loading: Height: himl := hml + 2'tiz Width: Area: Force Coefficient: Wind Load: Additional Ice Dead Load wiml := wml + 2'tiz Aa := himl'wiml = 1.497 ft2 Cf := Cf square(himl,wiml) = 1.257 fiml := gz.Gh-Cf-wiml = 4.048-plf Largest Out -to -Out Dimension: Dc ml :=4wrn,2 + wm12 = 0.354 ft Cross Sectional Area of Ice: Aiz ml := 'T'tiz'(Dc m1 + t1z) = 0.324 ft2 Total Ice Dead Load: DLit ml := (Aiz ml) -pi = 18.122-plf L3x3x1/4 Loading: Height: Width: him2 := hm2 + 2-tiz wim2 := wm2 + 2-tiz Area: Aa := him2-wim2 = 4.172 ft2 Force Coefficient: Cf := Cf_ square(him2,wim2) = 1.518 Wind Load: fim2 := gz-Gh-Cf-wim2 = 4.888-plf Additional Ice Dead Load Largest Out -to -Out Dimension: Dc—m2:= wm2 = 0.25 ft Cross Sectional Area of Ice: Aiz m2 := 7r-tiZ (Dc_m2 + t1z) = 0.262 ft Total Ice Dead Load: DLit m2:= (AZ— m2).pi = 14.667-plf (Section 2.6.9.2, P. 20) (Section 2.6.9.2, P. 20) Maser Consulting P.A. Structural Analysis Page 20 of 25 400 Valley Road Mount Analysis Date: 12/31/20151:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A 2.0 STD Pipe Loading: Height: Width: Area: Force Coefficient: Wind Load: him3 hm3 + 2`tiz wim3 :_ wm3 + 2-tiz Aa him3-wim3 = 5.991 ft2 Cf Cf round(him3,wim3) = 1.044 fim3 gz`Gh'Cf`wim3 = 3.084•plf Additional Ice Dead Load Largest Out -to -Out Dimension: Dc m3 wrn3 = 0.198 ft Cross Sectional Area of Ice: Aiz m3 :='r'tii (Dc m3 + t1z) = 0.231 ft2 Total Ice Dead Load: DLit m3 (Aiz m3) -pi = 12.929-plf 1.5 STD Pipe Loading: Height: Width: Area: Force Coefficient: Wind Load: him4 hm4 + 2-tiz Wim4 Wm4 + 2-tiz Aa him4-wim4 = 1.408 ft2 Cf Cf round(him4,wim4) = 0.754 fim4 gz-Gh-Cf'wim4 = 2.065-plf Additional Ice Dead Load Largest Out -to -Out Dimension: Dc m4 wm4 = 0.156 ft Cross Sectional Area of Ice: Aiz m4 7"tii (Dc m4 + t1Z) = 0.206 ft2 Total Ice Dead Load: DLit m4:= (AZ— m4) -pi = 11.539-pif (Section 2.6.9.2, P. 20) (Section 2.6.9.2, P. 20) Maser Consulting P.A. Structural Analysis Page 21 of 0 400 Valley Road Mount Analysis Date: 12/31/20151:08 PN Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcc At. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067p 3.6 STD Pipe Loadina: Height: him5 hm5 + 2'tiz Width: Wim5 Wm5 + 2'tiz Area:Aa:_ him5-wim5 = 1.764 ft2 Force Coefficient: Cf := Cf_round(him5,wim5) = 0.732 Wind Load: fim5 gz-Gh-Cf-wim5 = 2.512•plf (Section 2.6.9.2, P. 20) Additional Ice Dead Load Largest Out -to -Out Dimension: Dc m5 ` rn5 = 0.292 ft Cross Sectional Area of Ice: Aiz m5 lr't1z (Dc m5 + t1Z) = 0.287 ft2 Total Ice Dead Load: DLit m5 (Aiz m5).pi = 16.057•plf Maser Consulting P.A. Structural Analysis Page 22 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A Summary: fml = 14•plf fiml = 4•plf DLiz ml = 18•plf L3x3xl/4 frn2 = 19•plf Dead Load Wind Load Wind Load Dead Load fim3 = 3•plf No Ice No Ice(With Ice(With Ice Kathrein 80010121 DLantl = 44 lbf Fanti = 232 lbf Fianti = 53 lbf DLiz anti = 194 lbf CCI OPA-65R-LCUU-H8 DLant2 = 88 lb Fant2 = 500 lbf Fiant2 = 891bf DLiz ant2 = 412 lbf Kathrein 80010766 DLant3 = 62 lbf Fanta = 442 lbf Fiano = 82 lbf DLiz anti = 361 lbf TMA DLaI = 16 lbf Fal = 421bf Fial = 11 lbf DLiz al = 51 lbf RRUS-11 DLa3 = 50 lbf Fa3 = 55 lbf Fia3 = 13 lbf DL1Z a3 = 74 lbf RRUS-32 DLa4 = 50 lbf Fa4 = 108 lbf Fia4 = 22 lbf DLiz a4 = 117 lbf RRUS-E2 DLa5 = 60 lbf Fa5 = 122 lbf Fia5 = 25 lbf DLiz a5 = 129 lbf HSS 3x3 fml = 14•plf fiml = 4•plf DLiz ml = 18•plf L3x3xl/4 frn2 = 19•plf fim2 = 5•plf DLiz m2 = 15•plf 2.0 STD Pipe fm3 = 9•plf fim3 = 3•plf DLiz m3 = 13•plf 1.5 STD Pipe fm4 = 6•plf fim4 = 2•plf DLiz m4 = 12•plf 3.5 STD Pipe9lf fm5 = •p = •p f 3lf im5 DL = �z m5 16pif Maser Consulting P.A. Structural Analysis Page 23 of 25 400 Valley Road Mount Analysis Date: 12/31/20151:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A Risa Model: Y Z X A 0 W W a a a w _a N `gyp A c a A cv a W a a o - a 0 C-41 a A r a W a a Maser Consulting P.A. Structural Analysis Page 24 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A Most Critical Loading: A, Z X -12N -26.41b -26.4lb 92.81b -160.7761b 20010Z81b 721 4 -1212 -346.51b,,--:4- 33.61b -601bIb -9.7021 -58.2121b .6 TO -160.5 Ib 176.81b -37.21b -7- 97 1 -306.3061b 60� Ib 7.21 -24.9 15.21t�t47 2001652.81 M4 -346.51b 176.8I67.21b -306.3061b Loads: LC 12,1.24+1.6W11 Envelope Only Solution Basic Load Combinations: 1)1.4*Dead Load 2)1.2*Dead Load + 1.6*Wind Load (No Ice) 3)1.2*Dead Load + 1.0*Ice Dead Load 2)1.2*Dead Load + 1.0*Ice Dead Load + 1.6*Wind Load nth Ice) Maser Consulting P.A. Structural Analysis Page 25 of 25 400 Valley Road Mount Analysis Date: 12/31/2015 1:08 PM Suite 304 FA #: 10063415 MATHCAD - Mount Analysis.xmcd Mt. Arlington, NJ 07856 MAL03349 Maser Project No. 15946067A Risa 3D Member Code Check: Y Z x .7$ v 0 0 7S m n Code Check No Calc > 1.0 .90-1.0 .75-.90 .50-.75 0:.50 The existing antenna mounts have been determined to be stressed to a maximum of 58.7% of their structural capacity with the maximum usage occurring at the antenna masts. Therefore, the proposed AT&T installation CAN be installed as intended. NThe Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations I Congress Street, Suite 100 Boston, MA 02114-2017 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legiblv Name (Business/Organization/Individual): Empire Telecom LLC Address: 16 Esquire Road City/State/Zip: Billerica, MA 01862 Phone #: 617-639-4908 Are you an employer? Check the appropriate box: 1. I am a employer with 100+ 4. ❑ I am a general contractor and I Type of project (required): employees (full and/or part-time).* have hired the sub -contractors 6 ❑New construction 2. ❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub -contractors have 8. E] Demolition working for me in any capacity. employees and have workers' 9• E] Building addition [No workers' comp. insurance comp. insurance.: required.] 5. F] We are a corporation and its 10.0 Electrical repairs or additions 3. ❑ I am a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' 13.0 Other Wireless site development comp. insurance required.] *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 am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Starr Indemnity & Liability Company Policy # or Self -ins. Lic. #:100000194500 Expiration Date: 11 /30/2016 Job Site Address: C h 1✓L / (A/State/Zi : - ty p �(l o • A o �' r M c � � 8 LiS Ci � Y Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pain and penalties of perjury that the information provided above is true and correct SismatrrrP• X /,__� %/ _.�. , 2/11/2016 Phone #: 6176394908 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Issuing Authority (circle one): 1. Board bf Health 2. Building Department 6. Other Permit/License # 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector Contact Person: _ Phone M A 0RV CERTIFICATE OF LIABILITY INSURANCE 1/14/2016TE(MMI ONYYY) 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 Arthur J. Gallagher Risk Management Services, Inc. Gallagher McIntyre 220 Lake Drive East CONTACT NAME: JOe Fleming PHONE 8r.)6-482.9900 FAX 856-482-1888 E-MAIL , Jce Flemin a g@ jg•cem Cherry Hill NJ 08002 INSURER(S) AFFORDING COVERAGE NAIC 0 INSURER A: Hartford Fire Insurance Company 19682 0309-9013 INSURED INSURER B :ACE Property & Casualty Insurance C 20699 Empire Telecom USA, LLC 11501 st Avenue, Suite 600 King of Prussia, PA 19406 INSURER C :Allied World National Assurance Com 10690 INSURER D: Starr Indemni & Liability Company 38318 X Contractual Liab INSURER E: INSURER F: CnVFRAGFS CERTIFICATE MI IMRPR• 1 2 1 1 6941347 oculalA&I kit 1\1112=13. 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 INSURANCEADDL3UBR INSO WVD POLICY NUMBER POLICY EFF MMIDD POLICY EXP MMIDD LIMA C X COMMERCIAL GENERAL LIABILITY CLAIMS MADE ❑X OCCUR Y 0309-9013 11/30/2015 11/30/2016 EACH OCCURRENCE $2,000,000 DAMAGE TO RENTE17— PREMISES Ea occurrence)$300,000 MED EXP (Any one person) $5,000 X Contractual Liab X XCU PERSONAL & ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ECT LOC GENERAL AGGREGATE $4,000,000 PRODUCTS - COMP/OP AGG $4,000,000 $ OTHER: C C C AUTOMOBILE X LIABILITY ANY AUTO 6000-0185 - CA ONLY 6000 -0186 -ALL OTHER STATES 11/30/2015 11/30/2015 11/30/2015 11/30/2016 11/30/2016 11/30/2016 COMBINEaccident $1,000,000 BODILY INJURY (Per person) $ ALL OWNED SCHEDULED AUTOS 03099072-1 D - MA ONLY BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAM— Per accident Comp/Collision Ded $$1000/$2000 B X UMBRELLA LIAB X OCCUR XOOG27931339001 11/30/2015 11/30/2016 EACH OCCURRENCE $15,000,000 AGGREGATE $15,000,000 EXCESS UAB CLAIMS -MADE DED X I RETENTION $25,000 $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICERIMEMBER EXCLUDED? N/A 100000194500 12/14/2015 11/30/2016 X STATUTE ER 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 A Property Leased/Rented Equipment I UUMB16836 12/14/2015 12/14/2016 BPP Limit/Deductible $6,455,000/$5,000 Limit $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If mora space Is required) Professional Liability Policy # CEO G27409878 002 Policy Period: 11/30/15 -11/30/2016 Carrier: ACE American Insurance Company Occurrence/Aggregate: $3MM/$3MM RE: Job# MAL03349; Location: Chestnut Street, North Andover, MA 01845. See Attached... SBA Properties, Inc. 5900 Broken Sound Parkway, NW Boca Raton FL 33487 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26 (2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: LOC #: 4COREP AnnfTWWAII OCRAAogre r-f%Uen111 a AGENCY NAMED INSURED Arthur J. Gallagher Risk Management Services, Inc. Empire Telecom USA, LLC POLICY NUMBER 1150 1 st Avenue, Suite 600 King of Prussia, PA 19406 CARRIER NAIC CODE EFFECTIVE DATE: THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE SBA Properties, Inc. is named as additional insured with respect to the above General Liability Policy, if required by a written contract executed prior to services performed. AGORU 101 (2008/07) © 2008 ACORD CORPORATION. All rights reserved. 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