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0463 OAK STREET (CENT./W.BARN)
r�t ' - .�- . } 1 1e,i.: .:. :., x .r y.., :'i,. •3.ux p �, f P o _ a r �r M p g o '1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION (� rn Map 1 Parcel U7-(40 Xd2- - Application Health Division l Date Issued S Conservation Division Application F e Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address- 3 C4-1f� S21_Z�� Village Owne�i���Us'T�� we - &tA� (..(.-e< _ Address �6 t'�s S'�' mw�/�q Telephone Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation =? Odd Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting do-cum@tation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) " - Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway -0 Yes ❑ No Zt Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other cn Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.4 y m Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name/G-� �� °�L Telephone Number ��l 7r� -Ad afessC� Home 1'mprovement Contractor# vs�iuCeAf Worker's_Compensation #'4�1572S54�05�9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO E -_SIGNATURE DAT -�� � � J FOR OFFICIAL USE ONLY APPLICATION# _ DATE°ISSUED MAP,/PARCEL NO. µ !: ADDRESS VILLAGE z OWNER s DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 7 GAS: ROUGH FINAL FINAL BUILDING: DATE CLOSED.OUT ASB,O-.IATION.PLAN NO. Owner Telephone Permit Request Square feet: 1 st floor: existing proposed Zoning District Flood Plain Project Valuation Construction Type Lot Size Grandfather Dwelling Type: Single Family ❑ Two Family ❑ Age of Existing Structure Historic H Basement Type: ❑ Full ❑ Crawl ❑Walkout Basement Finished Area (sq.ft.) Number of Baths: Full: existing new Number of Bedrooms: existing _n Total Room Count (not including baths): existing Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric Central Air: ❑Yes ❑ No Fireplaces: Existing Detached garage: ❑ existing ❑ new size_Pool: ❑ Attached garage: ❑ existing ❑ new size _Shed: Zoning Board of Appeals Authorization ❑ Appeal Commercial ❑Yes ❑ No If yes, site plan revi Current Use ,4co CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 5/26/2015 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 endorsements. PRODUCER CONTACT NAME: The Driscoll Agency, Inc. PHONE0. �C No X, Longwater Circle fAIC.nDDRIEss: I P.O.Box 9120 Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Travelers Property Casualty Company 25674 INSURED 2066 INSURER B:United States Fire Insurance Co 21113 Industrial Communications&Electronics, Inc. INSURER C:The North River Insurance Company Industrial Tower&Wireless, LLC INSURER D:Crum&Forster Indemnity Company Industrial Communications, LLC;40 Lone Street Marshfield MA 02050-2102 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1796324607 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 TYPE OF INSURANCE AD POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY B GENERAL LIABILITY 5439910923 1/1/2015 /1/2016 EACH OCCURRENCE $1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence _ $300,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $15,000 X Contractual Liab PERSONAL&ADV INJURY $1,000,000 X XCU GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY X PRO- LOC $ D AUTOMOBILE LIABILITY 1337358141 1/1/2015 /1/2016 Ea accident_ $1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED" X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY D $AMAGE X HIRED AUTOS X AUTOS Per accident C X UMBRELLA LIAB X OCCUR 5811038064 /1/2015 /1/2016 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $20,000,000 DIED I I RETENTION$ $ g WORKERS COMPENSATION 4087256058 1/1/2015 /1/2016 X WCYTA IU- OTH- LITSER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMEEREXCLUDED? N❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Installation Floater QT660221D1260TIL15 1/1/2015 /1/2016 Job Site $300,000 In Transit $100,000 Temp Location $200,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION30 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis MA 02601 AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Massachusetts Department of Public Safety Board of Building Regulations.and:Standards Construction Supervisor License::CS-094647 ]PETER]P.SCRENfyA. 15 SAhtDERSON D PLYMOUTH.MAr.023�60 Use.for.permit at 463.Oak St,Centerville,MA " ,,� Expiration. . Commissioner: 20/2015.12/ The Commonwealth.of Massachusetts Department.of Industrial Accidents a I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass:gov/dia Workers'Compensation Insurance Affidavit:Builders/Co ntractors/Electric_ians/Plumbers: TO.BE FILED WITH.THE PERMITTING AUTHORITY. Applicant Information. Please Print.Le2ibi Name (Business/organization/Individuai): Indusfrial.Communications, LLC. Address: 40 Lone Street . City/State/Zip:Marshfield, MA 02050 Phone#: 78:1-3.1.9-1111 Are you an employer?Check the appropriate box: Type Of projeCt(requlred): 1. l I am a employer with 80. employees(full;and/or part-time).*.. ' - ❑ 7.:Q New:construction 2.O I am a sole proprietor or partnership and have no employees working for me in 8. 0 Remodeling any capacity.[No workers'.comp.insurance required 9. 0 Demolition 3:E]I am a homeowner doing all work myself.[No workers'comp.*insurance required.]t . 10 Q Building addition 4:01 am:a homeowner and will be hiring contractors to conduct all work on my.property Imill ensure that all contractors either have workers'compensation insurance or are sole 11.a Electrical repairs or additions proprietors with no.employees. 12.Q Plumbing repairs or additions 5.0 1 am.a.general contractor and Lhave.hired the sub-contractors listed on the attached sheet. 13. ROOF repairs These sub-contractors have employees and have workers'comp.insurance.? P .6.[]We area corporation and;its officers have exercised their right of exemption per MGL c: 14. Other. 152,00),and.we have no employees.[No workers'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 showingthe 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 foi my employee& :Below is the policy and job site information. Insurance Company Name: United States Fire Insurance Company P Y. Policy#or Self-ins.Lic.#:40872560.58' Expiration Date:0.1/01/16 Job Site Address.463.Oak.Street City/State/Zip:Centerville, MA 02632 Attach a copy of the workers'compensation policy declaration:page'(showing the policynumber:and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties irithe:form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may.be forwarded to the Office of Investigations of the.DIA:for insurance coverage.verification. I do here y certi he p ins an enalties of perjury that the information provided above i true and correct 6-Ar Si nature: Date: :. Z Phone#:.781-_.19-10 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#: MASS. Town of Barnstable ArE,D►M,t p Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-79076230. Property Owner Must Complete and Sign This Section If Using A Builder I, ,o -e M 4.w ?r-Q s, e -t a '�. ,as Owner of the subject property r Sn ,Ls4r„, owq ro-,d bt/,rt/�ss�.LLC hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: Y(c 3 0,?k -5 L ram+s 7�a2 lie (Address of Job) -,5 a7. �o/S Signature of Owner -Date Print Name , If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the , . reverse side. QAWPHLESTOR Wbuilding permit formsEXPRESS.doc , Revised 061313 'm4s.' Corporations, external master page Page 1 of 2 �C William Francis Galvin Secretary of the Commonwealth of Massachusetts V � yn A a `h O� Corporations Division Business Entity Summary ID Number: 203960508 ' Request certificate) New search . Summary for: INDUSTRIAL TOWER AND WIRELESS, LLC The exact name of the Foreign Limited Liability Company (LLC): INDUSTRIAL TOWER AND WIRELESS, LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 203960508 Old ID Number: 000912417 Date of Registration in Massachusetts: 12-23-2005 Last date certain: Organized under the laws of: State: DE Country: USA on: 04-26-2005 The location of the Principal Office: Address: 40 LONE ST. City or town, State, Zip code, MARSHFIELD, MA 02050 USA Country: The location of the Massachusetts office, if any: Address: 40 LONE STREET City or town, State, Zip code, MARSHFIELD, MA 02050 USA Country: The name and address of the Resident Agent: Name: CORPORATIETILING SOLUTIONS, INC. Address: 82 WENDELL AVE. SUITE 100 City or town, State, Zip code, PITTSFIELD, MA 01201 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER FRANCIS DIRICO 350 N.W. 215TH ST. NORTH MIAMI, FL 33169 USA The name and business address of the person(s) authorized to execute, , acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: r r h Summa .... 5/27/2015 htt ://cor .sec.state.ma.us/Cor Web/Co Sea c /Co p p p p , � �' Mass.'Corporations, external master page Page 2 of 2 Title Individual name Address REAL PROPERTY MICHAEL 3. UMANO 40 LONE ST. MARSHFIELD, MA 02050 USA REAL PROPERTY FRANCIS DIRICO 350 N.W. 215TH ST. NORTH MIAMI, FL 33169 USA r r Confidential r Merger r Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report I Annual Report - Professional44w Application For Registration ON Certificate of AmendmentEj View filings Comments or notes associated with this business entity: a New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.... 5/27/2015 Industrial Communication Industrlal Communications.ZLC 40 Lone Street Marshfield,Massachusetts 02050 78.1-319-11.11 Fax 781-837-4000 mom lndtmh-ialcommutslcations.com COVER SHEET , DATE: MaY 28 2 5 TO: Sall COMPANY: Toym of Barnobble FAX#: 508 90-6230 FROM: Pete Suend . DMECT PHONE#: -617-79 72435 RE: Proof of ej .ovment letter FAX REPLY: 781-837-4000 TELEPHONE REPLY: 781-319-1017 E-MAQ,REPLY: peter-screnci@induscom.com COMMENTS: . Sec attached Thank You: Pete Screnci 2: PAGES INCLUDING COVER SHEET Industrial Communications® Indus(riel Communications$9eomri=Inc Industrial Tower and Wireless,LLC Industrial Communkaflons,LLC 40 Lona Street Marshfield,Massachusetts 02050 781-319-1111 Fax 781-837-4000 ww-IndusfriaLmmmunicatlons. May 28, 2015 b Mr. Thomas Perry , Building Department Town of Barnstable 200 Main Street Hyannis, MA,. 02601 Re: Reroof of equipMent shelter at 463 Oak Street Dear Mr. Perry: Peter Screnci is currently and has been an employee of Industrial Communications since January 02, 2006. If you have any questions,please do not hesitate to contact me. s , Michael J.Umano Presid.ent ' lndustriai ZCommunication . Peter Screnci Project Manager ` 781-319-1017 N Q 800-323-7212 781-837-4000 Fax ® v peter.screnci@induscom.com I 40 Lone Street-Marshfield,MA 02050 www.industdalcommunications.com JC ENGINEERING, Inc. Q ti Civil &Environmental Engineering p" 2854.Cranberry Highway. East Wareham, Massachusetts 02538 Ph. 508-273-0377—Fax 508-273=0367 �a November 20,2014 Thomas Perry Building Commissioner. Barnstable Town Offices 200 Main Street Hyannis,MA 02601 RE: Engineers Final Inspection Affidavit T-Mobile.Telecommunication Equipment Installation. 463 Oak Street .Barnstable,MA 02668 T-Mobile Reference: 4DR1042C Mr.Perryi In accordance with Section 107 of the Massachusetts State Buddirig Code,on August 13, 2014, -this office performed ari.inspection:ofthe T-Mobile:equipment installation at the above referenced location. The purpose of the'inspection was to establish compliance of the completed project with the approved design plans by this office entitled"Net Oak Street(NYNEX)"dated 4/16/14,Rev. 1.,and applicable provisions.of the Massachusetts Site Building Code/International Building Code. With respect to T-Mobile'.s equipment installation;if is my opinion that any minor.deviations from the design plans.do not:endanger the intended function of the facility or.the safety of the: public. This letter is not intended to relieve any party responsible for construction from meeting the requirements.imposed by contract or other means,:including commonly accepted industry practices. Based on our review,.I,:Johh L:Churchill,Jr.,licensed professional engineer number 418079 hereby certify that to the best of my knowledge, information and belief,the work has been done in accordance with the.approved plans,-and the provisions of the Massachusetts State Building Code/International Building Code. Sincerely; 4-4 tJll1G�Q� JOHN L. �. John L.Churchill Jr.,PE,PLS .. - CHURCHILL JR. «. Principal _ C .1L N 41 bm/JLC TOMAIN Or BAR STABLE 015 JAN -5 AM 9: 29 FlVlSiON l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 45� Map M UZ6 Parcel XG Z /��/�� p;�plicationl Health Division 44% Date Issued Conservation Division 2 Application Fee ► Planning Dept. Permit Fee (a CD Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 463 ©we Sr, Village ( a (A4e-� kt Owner �7-&i.ft i`Fc�e1r_ t- 4tho1 *5 Address Telephone 7evy 1q—/o/7 Permit Request Z; `4y,& At��uvf OVV Gr�S7 iuc�- �Oi va�� 0a4k, f� /��aZ+Zczv �KcSti�-rr ��C�c�S�rrp Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 'tWrAX2 Construction Type Lot Size Grandfathered: ❑Yes 1, �< If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) / Age of Existing Structure Historic House: ❑Yes On Old King's Highway: ❑Yes ;I, Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Roes' Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other ZZ Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/doal stove'. ❑Yee' ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0:new, ize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 9' oo Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A441-5 Telephone Number 79 g—Z4`S_7 Address 9 (21r) License # lJ SZ l l Z Home Improvement Contractor# �U'h Email OkVUS [_AJ(;Q5CQA4 cam, Worker's Compensation # * 7057530ee ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE G Zorn FOR OFFICIAL USE ONLY €' APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER i DATE OF INSPECTION: t FOUNDATION F FRAME INSULATION FIREPLACE' 4 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts � [ Print Form _..__ Department of Industrial Accidents -- Office of Investigations ' 1 Congress Street, Suite 100 Boston,MA 02114-2017 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Industrial Communications,LLC Address: 40 Lone Street City/State/Zip: Marshfield, MA 02050 Phone#:781 319-111.1 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓� I am a employer with 80 4. I am a general contractor and I 6. ✓❑New construction employees(full and/or part-time).*. have hired the sub+contractors. 2.El I am a sole proprietor or partner listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have. . : g, E Demolition workingfor me in an capacity., employees and have workers' Y9. Q Building addition [No workers'.comp.insurance comp: insurance. required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.El I am a homeowner doing all work officers have exercised.their. . 11.E Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL. 12:Fl Roof repairs. insurance required.]t c: 152; §1(4),and we have no telecommunications. employees. [No workers' 13.21 Other. . 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 whethe.ror 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: United States Fire Insurance Company Policy#or Self-ins. Lic.#`. 4087055304 Expiration Date- 01/01/15 Job Site Address: Oak Street City/State/Zip: Barnstable, MA 02630 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 certi under the ai and enalties o er'u- that the in forma provided above is true and correct SigLiature: Phone#: �7 P/.� 3.7.9 =- i D 10 ' 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): I.Board of Health 2..Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6:Other Contact Person: Phone#: Ac RbP ' CERTIFICATE OF LIABILITY INSURANCE. DATE(MMI°°/YYY 4/21/2014 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 endorsemer s. PRODUCER - CONTACT - NAME: The Driscoll Agency, Inc. E0. FAX A/C No):781-681-6686 93 Longwater Circle E-MAIL P.O.BOX 9120 ADDRESS: Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURER A:Unit d States Fire Ins,Co. - - INSURED 2066 INSURER B:North River Insurance Company 110 Industrial Communications&.Electronics;Inc. " INSURER C:TravelersProperty asu Iof 25674. Industrial Tower&Wireless, LLC Industrial Communications, LLC;40 Lone Street INSURER D:Crum&Fors el Indemnity Company_ Marshfield MA 02050-2102 INSURER E INSURER F:. - . . COVERAGES CERTIFICATE NUMBER:763641088 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 TYPE OF INSURANCE A DDLSUBRI POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A GENERAL LIABILITY - 437179621 - - /1/2014 /1/2015 EACH.OCCURRENCE .$1,000,000 - DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $300,000 CLAIMS-MADE- OCCUR .- - _ - MEDEXP(Any one person) $5,000 . PERSONAL&ADVINJURY $1,000,00() GENERAL AGGREGATE - $2,000,000 - GENT AGGREGATE LIMIT APPLIES PER:. PRODUCTS-COMP/OP.AGG $2,000,000 POLICY PRO-IECT LOC $ D AUTOMOBILE LIABILITY COMBINED LIMIT 1337330583 1/1/2014 /1/2015 Ea accident 1,000,000 ANY AUTO - - BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED- . . - - BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED - PROPERTY DAMAGE_X HIRED AUTOS X AUTOS - Per accident $ B X UMBRELLA LIAB X OCCUR 5811011856 /1/2014 /1/2015 EACH OCCURRENCE $10,000,000 EXCESS LIAB -CLAIMS-MADE _ - - - AGGREGATE - - $20,000,000- - DED RETENTION$ - $ - - A WORKERS COMPENSATION - - 087055304 - - - 1/1/2014 /1/2015 X' WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE , . E.L.EACH ACCIDENT $1,000,000 - OFFICER/MEMBER EXCLUDED? N/A - - (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below - - - - E.L.DISEASE-POLICY LIMIT $1,000,000 C Installation Floater OT66022101260TIL14 1/1/2014 /1/2015 Job Site $300,000 In Transit $100,000 Temp Location $200,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION30 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis MA 02601 AUTHORIZED REPRESENTATIVE K ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD d Industrial Communications® Industrial Communications&Becfiaixs,Inc Industrial Tower and Wireless,LLC Industrial Communications,LLC 40 Lone Street Marshfield,Massachusetts 02050 781-319-1111 Fax 781-837-4000 www.industrialcommuhications.com April 29, 2014 Mr. Thomas Perry Building Department Town of Barnstable 200 Main Street;.Hyannis,MA. 02601 Re: 463 Oak Street, Hyannis,MA Dear Mr. Perry: Christopher Mitchell is currently and an.employee of Industrial Communications since March 24,1997. . If you have any questions,please do not hesitate to contact me: Michael J.Umano President gr 1ARN AfLE, MASS. s639. Town of Barnstable. �0 _ tED MA't A Regulatory Services Richard V.Scali,Director Building Division Tho'ma's Perry,CB0 Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barastable:Qia.us Office; 50$78624038 Fax 508=790=62.30: Property Owner Must Complete and Sign.This Section If Using A.Builder I, ri I C,tjJkE L yr-%A N Q ,as Owner.of.the subject property hereby authorize r` t-i 2 i 5 M I Tc H e L L. to act°on my:behalf; in all matters relative to work authorized:by this building pernnt application for: 463 0A1c ST-/Zere-r k 8A2KjjrAtTie. /4A (Address of Job) Signature of Owner Date t'b/C NA LrL '77 uogn i4 n6 o — lore s,dl'•, Print Name If Property Owner is applying for permit,'please complete the Homeowners License Exemption Form on the reverse side. Q:WPFILES\FORIMbuilding.pannit fo,nm\FMRESS.doc Revised 061313 Mass. Corporations, external master page Page 1 of 1 f r' y� Corporations Division . Business Entity Summary ID Number: 203960508 Request certificate �, 1 New search Summary for: INDUSTRIAL TOWER AND WIRELESS, LLC The exact name'of the Foreign Limited Liability Company (LLC):' INDUSTRIAL TOWER AND WIRELESS, LLC Entity type: Foreign Limited Liability Company (LLC) Identification Number: 203960508 Old ID Number: 000912417 Date of Registration in Massachusetts: 12-23-2005 Last date certain: Organized under the laws of: State: DE Country: USA on: 04-26-2005 The location of the Principal Officer t Address: 40 LONE ST. City or town, State, Zip code, MARSHFIELD, MA 02050 USA Country: The location of the Massachusetts office, if any: r Address: 40 LONE STREET City or town, State, Zip.code, MARSHFIELD, MA 02050 USA Country: The name and address of the Resident Agent: 8 Name: CORPORATE FILING SOLUTIONS, INC. Address: 425 BOYLSTON STREET THIRD FLOOR City or town, State, Zip code, BOSTON, MA 02116 USA Country: The name and business address of each Manager: " Title Individual name .Address MANAGER FRANCIS DIRICO 350 N.W. 215TH ST. NORTH MIAMI, FL 33169 USA The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.a... 5/1/2014 --- -- -- - -- _ .--- - ----- - - - -- - ----- - -- - - - --- -- - MYTH ®' http:f%corp.sec.state.ma.usJCorptVeh/CorpSearrh/CorpSummary.aspx7FE.I -N-203960508&SEARCH_TYPE=1 w -- -- _ ---- - -- - — _- T _ - --- - F,EIe. -,- fir_ r ..,fir a�_ �&^.. _, ,, ,.�,,.. —v W �^•., d,• ,� -� �- `+.t'-. :. ,,N:. y;,�� � — � -ma; � ,. � °;, _ :. j� µ - + .,�. ,.q.,},�„ k +tl :.,. .: 3 m..,. t D..'Y'...• m.. 3 T^ q s"v�v 'k .. q M Ai". E�VOfIt25 ParCEI LOO�CIt .. .xyc �"" .. :3� � t., .'�,.� w� ,a. "a�, t.. ,• '�;:� � a•a^� ,��.a� �€ 4 :;��3,, s *�. ',udn' i ,uwa.,.F N 4 � �:� '� ���' ,tt.nm m..n. I:.-r• „�: +�. ,"P��`� '��4 .,„ Y i' sd .-.4. pc.S ':�Y.."k^^ca `C". Y- d 4,dt'... ,o .. +u&.. : € a :mS :,,.' ' .££-.,4�[�,.." � a. .a off•, d F�i�, �'�.o- - � �� � `Organized under the laws af: State: DE Country: USA on: 04-26-2005 s The location of the Principal Office: Address: 40 LONE ST. n t City or town, State, Zip code, Country: MARSHFIELD, MA 02050 USA The location of the Massachusetts office, if any: Address: 40 LONE STREET I City or town, State, Zip code,Country: MARSHFIELD, MA 02050 USA " j The name and address of the Resident Agent: Name: CORPORATE FILING SOLUTIONS,INC. i Address:" 425 BOYLSTON STREET THIRD FLOOR �4 v3 m 'aAr City or town, State, Zip code, Country: BOSTON, MA 02116 USAF . ¢ [ The name and business address of each Manager: C. ill a - .` 4 'fui' } p I MANAGE777,7777 R I FRANCIS DIRICO 1 350 N.W. 215TH ST. NORTH'MIAMI, FL 331.69 USA _. The name and business address of the person(s) authorized to execute,acknowledge,deliver,and record any x l ..' recordable instrument purporting to affect an interest in real property: ; d m REAL PROPERTY FRANCIS DIRICO �350 N.W. 215TH ST. NORTHaMIAMI, FL 33169 USA ! REAL PROPERTY 1 MICHAEL J. UMANO 40 LONE ST. MARSHFIELD, MA 02050 USAr Q-Consent Confidential Data 17]Merger Allowed r Manufacturing x View filings for this business entity: ....... --. _.. ._...._. . - _ -- -- _ t , _. _ __.._. _-_-.. _ _ 4 '1"1 aritemet x (� _ _ 20 to 1 r ' G * M Coin uter M 'Network=Pla » v 8:03�AM , Start ��' �_�.`- �•_.��!Fass_ ��P:� Matn�System `I� APPlication E...�� � Y p "�� Y�, , m' Or a U, EL to License o be :used fot .Horizon C. F: 463 0 cn t Only y: v : J a 17. IA A� k STRUCTURAL ANALYSIS REPORT For BARNSTABLE: 11 463 OAK STREET BARNSTABLE, MA 02668 I60.'.. Guyed Tower Prepared for: Industrial AM IN Communications. Da ted:April 18,2014 �ZH.Of Alq�`�9 � t31.�KAI ti O� G Prepared bv: WANG 0 STRUCTURAL y No 48981 9�Q/3TEP�0 Hu' dso' n* sso �ENG' � i� Design Group uc 4 1600 Osgood Street Bldg..20N Suffe 3090 North Andover,MA 01845 (P)978.557.5553 (F)978.336.5586 Www:hudsondesignaroupik.com Hudson p Design . rOupuc SCOPE OF WORK: Hudson Design Group LLC (HDG):has,been authorized by Industrial.Communications to conduct a structural evaluation of the 160' guyed.tower supporting the proposed Horizon Radio antennas located at elevation 113.5'.and at elevation 102.5'. above the ground level. This report represents this offices-findings, conclusions'and recommendations pertaining to the support of.Horizon.Radio's proposed antennas listed below: Record drawings of the existing. tower were not available. for our use. The. previous structural analysis report prepared by Bay State_Design Inc., dated June 19; 2009 was- available and obtained for our use.The existing appurtenance information was provided by Industrial Communications, dated August 11.,.20.11. The proposed appurtenance information .was.provided to this office by Industrial:Communications, dated April .16; 2014: CONCLUSION SUMMARY: Based on our evaluation,we have determined that.the existing tower,is in conformance with the ANSI/TIA-222-G Standard for:the loading considered under the criteria listed in this report.The tower structure is rated:at-91.8%-: (Toraue Arm at EL,1:45.1' Controlling): Hudson Design Groupuc APPURTENANCES CONFIGURATION: Tenant Appurtenances Elev. Mount MetroP.CS (3) Kathrein 800:10504 Antennas 160.9' 12.' T-Frame: MetroPCS (4) ANT2 0.6HP Dishes 160.9' 1.2'.T-Frame (3) Dapa 09010 Antennas 137.9' 12' T-Frame UHX6 Dish : : 123.9' 1' Side Mount Standoff. .: Horizon Radio (3) ALP.08.02.712 Antennas 113.5' Tower Face Horizon Radio (3).ALP.08 02.712 Antennas : .102.5' Tower.Face. *Proposed Horizon Radio Appurtenances shown in Bold. HORIZON RADIO.EXISTING/PROPOSED COAX CABLES: Tenant Coax Cables Elev. Mount Horizon_ Radio �.1).1 5/8"Cable 113.5' Tower Face . Horizon. (1) 1 518"Cable : 102.5' Tower Face . Radio.. *Proposed Horizon Radio Coax Cables shown in Bold.. ANALYSIS RESULTS SUMMARY: Component Max. Stress Elev. of Component Pass/Fail Comments Ratio ft Legs 86.1 % 120.9.-140.9 : PASS Diagonals . .86.3% l 20.9-,140.9*. PASS Horizontals 31.4% ;- 140.9 160.9 PASS Top.Girt . . -. 1.6%.. 140.9-160.9. PASS Inner Bracing : 0.6% 120.9= 140.9PASS Guy . . . 78.8% 101.0 . PASS . Top Guy Pull-off. . 16J% . 101.0 r PASS . Top Torque Arm. 40.1 % 145.1 .. PASS.: Boffom Torque Arm 91.8 76 145.1 PASS Controlling Hudson Design_Groupuc DESIGN CRITERIA: 1. . EIA/TIA-222-G Structural Standards for .Steel Antenna Towers and Antenna Supporting Structures County:.Barnstable Wind Load: 120 mph (3 second gust). . Structural Class: 11 Exposure Category: C. Topographic Category: l: Nominal Ice Thickness: OJ5 inch 2: Approximate height above grade.to.proposed antennas: .113.5' & 1:02.5' *Calculations and referenced documents are aftached* ASSUMPTIONS: 1. The tower dimensions, member.sizes and Strength of material areas indicated in the previous structural analysis prepared by Bay State Design.lnc., dated June 19; 2009. 2. The appurtenances .configuration is as stated in this report.. All.antennas;.coax cables and waveguide cables are assumed- to be properly installed and supported as per the manufacturer.requirements. 3. The tower and foundation are properly constructed and maintained.All structural members and their connections are assumed to be in good condition and are . free from defects with no deterioration to its member capacities: 4. The. support. mounts a,nd. platforms. are- not. analyzed and. are, considered . adequate to.support the loading. The analysis is limited to the primary support q pp 9• y p ry . PP structure itself.. 5. All prior structural modification; if any, are assumed to be as per the..data supplied (if available);and installed properly. 6.. The foundation of the tower was not checked due to lack of information. As-built foundation.drawings and geotechnical report would be required to.determine whether the foundation is capable of supporting the proposed loadings. SUPPORT RECOMMENDATIONS: HDG recommends that the.proposed antennas be mounted.on the face of the Tower.. Hudson .. Design Gioupuc iy��3*r ,3 I Photo 1: Photo illustrating the Tower with Appurtenances shown.,. Hudson D Design,Groupuc CALCULATIONS R=189.80 ft 160.9 It R=164.30 ft' R=147.60 ft > J U J d 140.9 C M - °�Q % R=150.50It _ R=146.50 ft - - R=170.80 ft _ - R=173.80 ft -R-194 30"ft- PLAN . 120.9 It - DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION PiROD 12'T-Frame- 180.875 09010 137.876.. . PiROD 12'"T-Frame - 160.875 - 1'Side.Mount Standoff 123.875. - PiROD-12'!TFrame 160.875" UHX6-59 123.875 Kathrein 80010504 wlmount pipe. 160.875 ALP.08.02.712 VHF Band FM(Horizon 113.5 100.9 RR .- - - Kathrein 800/0504 wlmount pipe 160.875 raido) - - 7 ALP.08.02:712 VHF Bard FM(Horizon 113.5 Kathrein 800�10504.w/mount pipe' 160.875 F9 ANT2 0.6HP(Metro PCs-proposed) 160.875 raido). WY. ANT2 0.6HP(Metro PCs-proposed) 160.875 ALP.08.021712 VHF Band FM(Horizon 113-5 - raido) . lg ANT2 0.6HP(Metro PCs-proposed) 160.875.. - .. ALP.08.02:712 VHF.Band FM(Horizon 102.5 F c -sy ANT2 0.6HP"(Metro PCS-proposed) 160.875. raido) - - Z 09010 I 137IB75 - ALP.08.02.712 VHF Band FM(Horizon 102.5 09010. .137.875: raido).. . PiROD 12'T-Frame. ' 137.875 ALP.08.02.712 VHF-Band.FM(Horizon 102.5. ' raido PiROD 12'T Frame ��137 875 � ) N N q 80.9ft a - Q PRODD 12'Tframe, - 937875 - - e - a � e MATERIAL STRENGTH X K _ GRADE F Fu GRADE F ..: Fu '.. I A572-50. 50 ksi". 165'ksi I A36 136ksi 158 ksi. . '65.9n \TOWER DESIGN NOTES ' 4 1: Tower is located in Barnstable County,Massachusetts. Z 60.9 e ysc� 2. Tower designed for Exposure C to the TIA-222-G Standard. A lss 3. Tower designed for a 120 mph basic wind in accordance with the TIA-222-G Standard. > 97P 4. Tower is.also designed for a 40 mph basic wind with 0.75 in ice.Ice is considered to increase lr in thickness with height. \\ 7O 5. Deflections are based upon a 60 mph wind.. 6: Tower Structure Class 11. \\ 7. Topographic Category 1 with Crest Height of 0.00 ft . 8. TOWER RATING:91.8% ' 40.9ft - - 38.3ft - F ps 20.9ft. .. .. .. w Z. �. . 70021b\ 6595.lb - 22053lb 09R - 19i 94 lb 10 821 lb - 291931b R=189.8u it .. .. m �. 115102-lb(Axial). R- - a 4 a 1094'Ib-ft(Torciue) - 164.30 ft . H c - _ - R=146.50 ft - o t,9 o co (7 rn (7 3 m p - - ALL REACTIONS ARE FACTORED " Hudson Design Group,LLC Barnstable 11 1600 Osgood Street, Building 20 North,Suite 3090 Prp)e°t:160'GuyedTower North Andover, MA 01845 client` Industrial Communications Drawn by:kw' App'd: . Phone:(978)557-5553 code:TIA-222-G Date:04/17/14 Scale: NTS FAX: 978 226-5586 Path:. . Dwg No:E-1 Job Page tr�xTowwe Barnstable II 1 of 12 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20North, 1.60`Guyed Tower 16:12:46 04/17/14 Suite 3090 North Andover,MA 01845 Client - Designed by Phone:(978)557-5553 Industrial Communications FAX. (978)226-5586. kW Tower-Input Data The main tower is:a:R guyed tower with an overall height of 160.88 ft above the ground line. The base of the tower is set at an elevation of.6.88 ft above the-ground liner The face width of the tower is 4:25 ft at the top and 4.25 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Barnstable County,Massachusetts..: Basic wind.speed of 120 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. . Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height•. Ice density of 56 pc£ A wind speed of 40 mph is used:m combination:with ice. Temperature drop of 60'F. Deflections calculated using a wind speed of 60 mph: Pressures are calculated at each section. Safety factor used in guy design is 1. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered, Tower-Section Geometry - Tower Tower Assembly Description Section Number Section Section Elevation: Database Width of Length Sections ft ft ft Tl 160.88-140:88 .. . .: 4.25 1 . 20.00 . . T2 140.88-120.88 4.25 1 20.00 T3 120:88-100:88 4.25 1 20.00 T4 100.88-80.88. 4.25 1 . 20.00. . T5 U.88-60.88 4.25 1 '20.00 T6 60.8840.88 4.25 1 20.00 T7 40.88-20.88 4.25 1 20.00 T8 . . 20.88-0.88 4.25. .1 20.00 Tower Section Geometry (cont'd Tower Tower Diagonal Bracing Has. Has Top Girt : Bottom Girt Section Elevation Spacing Type : K Brace Horizontals Offset Offset End ft ft Panels in, in Tl 160.88-140.88: . 2.85 X,Brace- No Yes 0.0000 1.0000 72 140.88-120.88 2.48 Double K No Yes 1.0000 1.0000 T3 120.88-100.88 2.48 Double K No Yes 1.0000 1.0000 T4 . 100.88-80.88 2.48 Double K No Yes 1.0000 1.0000 Job Page tnxTower Barnstable iI 2 of 12 Hudson Design Group,LLC Project. Date 1600 Osgood Street,Building 20 North, 160`Guyed Tower 16:12:46 04/17/14 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Industrial Communications FAX. (978)226-5586 kw . Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace' Horizontals Offset • set. End ft, ft Panels in . . in T5 80.88-60:88 .-. 2.48., Double K 'No ,Yes 1.000.0.: 1.0000. . T6 60.88-40.88:. . . 2.48 Double K No Yes 1.00.00 1.0000. T7 40.88-20.88 2.48 Double K No Yes 1.0000 1.0000 T8. 20.88-0.88 . 2.49 Double K No Yes . 1.0000 0.0000 Tower Section.Geometry. cont'd Tower Leg Leg Leg Diagonal. Diagonal . Diagonal. Elevation Type Size .- Grade- TYPe Size Grade ft TL 160.88440.88 .60 Angle V4x4xl/4 A572-50 ..Single Angle: L2x2xl/4 :A36. .(50 ksi). (36.ksi) g. ., . . 72 140.88-120.88 60 Angle V3x3x1/4 A572-50 Single Angle. L1 1/2x1 1/2x3/16 A36. (50 ksi) (36,ksi) T3 120.88-100.88 60 Angle V3x3x5/16. " .' A572-50 Single Angle: Ll 1/2x1 1/2x3/16 A36 (50 ksi) (36 ksi) ' T4 100.88-80.88 60 Angle V3x3x5/16 A572-50 Single Angle, Ll 1/2x1 1/2x3/16 A36 (50 ksi) (36 ksi). T5 80.88-60.88 60 Angle V30xV16 A572-56 Single Angle Ll 1/2x1 1/20/16 A36 (50 ksi) (36 ksi) T6 60.88-40.88 60 Angle V3x3x5/16 A572-50- Single Angle. Ll 1/2x1 1/2x3/16 A36 (50 ksi) (36 ksi) 17 40.88-20.88 :60 Angle V3x3x5/16 A572-50 Single Angle ' . Ll 1/2x1 1/20/16, A36 (50 ksi) (36 ksi) T8 20.88-0.88 :. •60 Angle V3x3x5/16 A572-50 Single Angle Ll 1/2x1 V20/16 A36 (50 ksi)' (36 ksi) Tower Section Geometry cont'd Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid ft Girts T 11 160.8 8-140.8 8 None. Solid Round A36 Single Angle L3x3x1/4 A36. (36 ksi). (36 ksi) T2 140.88-120.88 None Solid Round A36 Single Angle L2x2x5/16' A36 (36 ksi) (36.ksi)' T3 120.88400.88 None Solid Round A36 Single Angle. L2x2x5/16 A36. (36 ksi) (36 ksi). T4100.88-80.88. None Solid Round A36 Single Angle L2x2x5/l6 A36 (36 ksi) .(36.ksi). T5 80.88-60.88. None Solid Round A36 Single Angle L2x2x5/16 A36 (36 ksi). (36 ksi) T6 60.88 40.88. None Solid hound A36 Single Angle L2x2x5/16 A36 (36 ksi) (36.ksi) T7 40.88-20.88 None Solid Round A36 Single Angle_ L2x2x5/16 A36 (36 ksi) (36 ksi) T8 20.88-0.88 None Solid Round A36 Single Angle L2x2x5/16 A36 (36 ksi) (36 ksi) Job Page tnx Barnstable II 3.of 12 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 1:60`Guyed Tower 16:12:46 04/17/14 Suite 3090 North Andover,MA 01845 Client . .:Designed by Phone:(978)557-5553 Industrial Communications kw FAX.(978)226-5586 .Tower.Section Geomet cont'd Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size ''Inner Bracing . Elevation Horizontal Type Size Horizontal . Type Grade Grade . ft Tl 160.88-140.88 Solid Round_ A36 Solid Round 5/8 A36 (36 ksi): (36 ksi) T2 140.88-120.88 Solid Round A36 Solid Round 5/8 A36 (36 ksi) : . . . (M ksi) . . T3 120.88-100.88 Solid Round. A36 Solid Round 5/8 A36 (36 ksi). (36 ksi) . T4 100.88-80.88 Solid Round AM Solid Round 5/8 A36 (36 ksi). (36 ksi) T5 80.88-60.88 Solid Round A36 Solid Round 5/8 A36 (36 ksi): (36 ksi)- T6 60.88-40.88 Solid Round A36 Solid Round 5/8 A36 (36 ksi)- (36 ksi). T7 40.88-20.88 . Solid Round A36 Solid Round .5/8 A36 (36 ksi) : (36 ksi) T8 20.88-0.88 Solid Round A36 Solid Round 5/8.: A36 (36 ksi). :. .. .(36 ksi) Guy:Data Guy Guy Guy Initial % Guy Guy Lu Anchor Anchor Anchor End Elevation Grade Size. Tension Modulus Weight Radius Azimuth Elevation Fitting Adi. - Efficiencyft. 1b ksi pf ft ftft % 145.125 EHS A 3/4 5830.00 10% ' :19000 1.16 235.41 189.80, 0:0000. - 0.00 100% B .3/4 5830.00 .10016 19000. '. -1.16 238.97 194.30 0.0000 0.00 .100% C 3/4 5830.00 10% 19000 1.16 242.56 198.80 0.0000. 0.00 100% 100.958. EHS A. 1/2 2690.00 10% 2100.0 0,52 190.66 164.30 0.0000 0.00 100%, 2690.00 10% 21000 B 1/2 0.52.. 198.71 173.80 C. '". 1/2- 2690.00 :10%.' 21000 "0.52 '. 196.14- ". 170.80 0.0000 _ : 0.00 1000/0 65.9167 EHS A . 1/2. 2690.00 10% 21000 0.52. 159.28 147.60 0.0000, 0.00 100% %.1/2 269000 10 21000' . 0.52 158.28 146.50 0.0000.B . . 0 0.00 100% C 1/2.1 2690.00 10% 21000 0.52, 161.92 150:50 0.0000 0.00 100% 38.3125 EHS A- 1/2 2690.00 10% 21000 0.52 149.09 147.60 0.0000 0.00 100% B . 1/2. 2690.00 10% 21000 0.52. 148.93 146.50 0.0000 0.00. 100% C- 1/2 2690.00 .10%. 21000 .0.52 152.80 150.50 0.0000 0.00 100% Guy Data cont'd Guy Mount Torque-Arm Torque-Arm .Torque-Arm Torque-Arm Torque-Arm Torque-Arm Size Elevation. Type Spread Leg Angle, Style Grade Type ft ft. °. . 145.125 Torque'Arm 15.00 15.0000 Wing A36 Single Angle L31/20 1/2kl/4' (36 ksi) 100:958 Comer _ 65.9167 Comer 58.3125 Comer. Job Page tnxiQwer Barnstable II 4 of 12 Hudson Design Group,LLC Project. Date 1600 Osgood Street,Building 20 North, 160`Guyed Tower 16:12:46 04/17/14 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Industrial Communications kw FAX. (978)226-5586 Guy Data cont°d Guy Diagonal Diagonal Upper Diagonal' Lower Diagonal Is'. . Pull-Off Pull-Off Type Pull-Ojj Size,. Elevation Grade Type Size Size Strap. Grade ft 145.13 A36 Equal Angle. A36 Single Angle (36 ksi).. (36 ksi) 100.96 A36. Equal Angle No A36 Single Angle L2 1/2x2 1/2x1/4 (36 ksi). (36 ksi) . 65.92 A36 Equal Angle; No' A36 Single Angle L2 1/2x2 1/2x1/4 (36 ksi) .(36 ksi) „ 38.31 A36.. Equal Angle No A36 Single Angle L2.1/2x2 1/2x1/4 (36 ksi). (36 ksi).. Feed Line/Linear Appurtenances.- Entered:As Round Or.Flat Description Face Allow 'Component Placement. Total Number Clear Width or Perimeter Weight or Shield T_ype- Number Per Row Spacing Diameter Leg ft in in in pf. CR 50 1873PE(1-5/8 A No Ar(CaAa)' 160.88-8.88.. 3 3. 0.0000. 1.9800 0:83 FOAM) LDF7-50A(1-5/8 A No' At(CaAa) : 137.88-8.88. 3 3 0.0000. 1.9800 : 0.82 FOAM) EW63 C No .. Af(CaAa) 123.88-8.88. 1 1; '0.0000: 1.5742 0.51 sssssssss 3/8 C No: Ar(CaAa) 160.88-8.88 3 3. 0.0000 0.5000 0.25 (Metro PCs) . 1 5/8 Fiber Cable C No Ar(CaAa) 160.88-8.88 1 1: 0,0000 1.8000 1.04 (Metro PCs) sssssss#ssss 1.5/8 B No Ar(CaAa). 11150-&88'. 1 1 1.9800 1.9806 1:04 - _ (Horizon Radio). 1 5/8 B No Ar(CaAa). 102.50-8.88.. 1 1 1.9800 1.9800 1.04 (Horizon Radio) Discrete Tower Loads Description Face Offset. Offsets`. Azimuth' Placement. CAAA CAAA Weight or Type. Horz. Adjustment Front Side. Leg. Lateral Vert ft ft f? _ f? lb . ft . ft .. PiROD 12'T-Frame A From Face 1.50 0.0060 160.88 No Ice 12.20 12.20 360.00 0.00 1/2"Ice 17.60. . 17:60 490.00 0.00 1"Ice 23.00 23.00 . . 620.00 PiROD ITT-Frame B From Face 1.50 0.0600 160.88 No Ice 12.20 12.20 360.00 0:00 1/2"Ice 17.60 17.60 496.00 0.00 I"Ice 23.00 23.00 620.00 PiROD ITT-Frame C From Face 1.50 0.0000 160.88 No Ice .12.20 12.20 360.00 0.00 1/2"Ice 17.60 17.60 490.00. 0.00 1"Ice 23.00 23.00 620.00 Kathrein 800 10504 w/mount A From Face 3.00 0.0000, 160.88 No Ice 3.11 3.29. 41.90 pipe 6.00 1/2"Ice 4.18 4.11 75.82 Job Page Qw 5of12tnxT a e . Hudson Design Group,LLC Project. _ Date 1600 Osgood street,Building 20 North, 160`Guyed Tower 16:12:46 04/17/14 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Industrial Communications FAX-(978)226-5586 . kw Description Face Offset ' Offsets: Azimuth: Placement' CAAA CAAA. Weight or Type Horz Adjustment. Front. 'Side Leg Lateral Vert ft ft . 0.00' V lee 4.62. . .. 4.82 115:69 Kathrein 800 10504 w/mount B From Face 3.00 0.0000 160.88 No Ice '3.71 3.29 41.90 pipe 6.00 .. 1/2"Ice 4.18. 4.11 75.82 0.00 V Ice 4.62 4.82.. 115.69 Kathrein 800 10504 w/mount C From Face 3.00 0.0000 160.88 No Ice 3.71 3.29: . 41.90. pipe 6.00 1/2"Ice 4.18 4.11 75.82 . 0.00 V Ice 4.62 4.82 115.69 ssssssssss PiROD 12'T-Frame A From Leg 2.00. . 0.0000 137.88 No Ice 12.20- 12.20 360.00 0.00 1/2"Ice 17:60 .. .17.60 490.00 0.00 1"Ice 23.00 23.00 620.00 PiROD ITT-Frame '. 13 From Leg 2.00 0.0000 137.88 No Ice 12.20 12.20 360.00 0.00 . . 1/2"Ice 17.60 17.60 490.00 - 0.00 V Ice 23:00 23.00 620:00 PiROD ITT-Frame C, From Leg 2.00 0.000.0 137.88 No Ice. 12.20 . 12.20 360.00 .0.00 . •1/2"Ice 17.60 17.60 490.00 0.00 V Ice 23.00 23.00 620.00 09010 A From Leg. 3.50 0.0000_ .- 137.88. No Ice 2.65 2.65 22.10 0.00 1/2"Ice 3.07 3.07 43.02 0.00 V Ice 150 3.50 68.75 09010 B From Leg 3.50 0.0000 137.88 No Ice 2.65 2.65 22.10 0.00 1/2"Ice 3.07 3.07 43.02 0.00 1"Ice 3.50. 3.50 . .: 68.75 09010 C From Leg 3.50 0.0000 137.88 No Ice . 2.65 2,65 22.10 0.00' 1/2"Ice 3.07 3.07 :.. 43.02 0.00 V Ice 3.50 : 3.50 68.75 sssssssss:. I'Side Mount Standoff C From Face 1.00 0.0000 123.88 No.Ice 1.00 1.00. 30.00 0.00 1/2"Ice 1.50 1.50 5.0.00 0.00 V Ice 2.00 . .. 2.00 70.00 ALP.08.02.712 VHF Baud- .. A.: From Face 5.00 0.0000 '. .: 1,13.50- No.Ice • . 1.87 . .. 24:27' 75.00 ' FM .. . 0.00:.. 1/2"Ice .2.08 25.10.* A93.51 (Horizon raido) 0.00 1"Ice 2.30 25.94 32104 ALP.08.02.712 VHF Band B From Face 5.00.. 9.0000. 113.50 No Ice 1.87. 2.4.27. 75.00 FM 0.00 1/2"Ice 2.08 25.10 193.51 (Horizon raido) 0.00 V Ice 2.30 25.94 321.04 ALP.08.02.712 VHF Band C From Face 5.00 0.0000 113.50 No Ice 1.87 24.27 75.00 FM 0.00. 1/2"Ice. 2.08. 25.10 .193.51 (Horizon raido) 0.00 - 1"Ice 2.30. 25.94 321.04 . ssssssssssss. ALP.08.02.712 VHF Band" A From Face 5.00 0.0000 102.50 No Ice 1.87 24.27 75.00 FM 0.00 1/2"Ice 2.08. 25.10 193.51 (Horizon raido) 0.00 V Ice 2.30 25.94 321:04 ALP.08.02.712 VHF Band B From Face: 5.00 0.0000 102.50 No Ice L87 24.27 75.00 FM .. 0.00 1/2"Ice 2.08, .. _ :25.10.. 193.51 (Horizon raido) 0.00 V Ice 2.30: 25.94 321.04 ALP.08.02.712 VHF Band C: From Face 5'.00: . 0.0000 . 102.50 . No Ice 1.87. 24.27 15.00 FM .. '0.00 1/2"Ice 2.08 . . 25.10 193.51 (Horizon raido) 0.00 V Ice 2.30 25.94.. 321.04 ssssss■•ss►i - Job Page to, I owe- Barnstable II 6 of 12 Hudson Design Group,LLC Project Date 16000sgood Street,Building 20 North, 1'60`Guyed Tower 16:12:46 04/17/14 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Industdal Communications FAX:(978)226-5586 kw Dishes Description Face " Dish Offset Offsets: Aiinmth 3 dB Elevation Outside Aperture Weight or Type Type Horn Adjustment Beam Diameter Area Leg Lateral Width Vert ft ft ft ft? Ib ANT2 0.6HP A Paraboloid From 3:00 '. Worst 160.88 2.20 No Ice .' 3.64 38.00 (Metro PCs- w/Radome Face 0.00 1/2"Ice 3.92 50.00 proposed) 0.00 1"Ice. 4:22 62.00 ANT2 0.6HP B Paraboloid From 3.00 Worst i 160.88 2.20 No Ice 3.64 38.00 (Metro PCS- w./Radome Face -2.00 1/2"Ice 3.92 50.00 proposed) 0.00 V Ice 4.22 62.00 ANT2 0.6HP B Paraboloid From 3.00 Worst 160.88 2:20 No Ice. 3:64 38.00 (Metro PCS- w/Radome Face 2.00 1/2"Ice 3.92. _ 50.00 proposed) 0.00 V lee 4.22 62.00 ANT2 0.6HP C Paraboloid From 3.00 Worst 160.88 2.20 No Ice 3.64. 38.00 (Metro PCS- 'w/Radome Face 0.00, 1/2"Ice. .3.92 . . 50.00 proposed) . 0.00 V.Ice: . .4.22 62.00 UHX6-59 C Paraboloid,: . From 2.60 Worst 123.88 ' 6.00 No Ice 28.27 143.00. W/Shroud(HP) Face 0.00. 1/2"Ice 29.05 292.13 :0.00 V Ice 29.83 441.25 . Load Combinations Comb. Description No. 1 Dead Only . 2 1.2 Dead+1.6 Wind 0 deg-No Ice+1.0 Guy 3 1.2 Dead+1.6 Wind 30 deg-No Ice+1.0 Guy 4 1.2 Dead+1.6 Wind 60 deg-No Ice+1.0 Guy 5 1.2 Dead+1.6 Wind 90 deg-No Ice+1.0 Guy 6 1.2 Dead+1.6 Wind 120 deg-No Ice+1.0 Guy 7, 1.2 Dead+1.6 Wind 150 deg-No Ice+1.0 Guy .: 8 1.2 Dead+1.6 Wind 180 deg No Ice+1.0 Guy 9 1.2 Dead+1.6 Wind 210 deg-No Ice+1.0 Guy 10 1.2 Dead+1.6.Wind 240 deg.-No Ice+1.0 Guy 11 1.2 Dead+1.6 Wind 270 deg No Ice+1.0 Guy 12 1.2 Dead+1.6 Wind 300 deg-No Ice+1.0 Guy 13 1.2 Dead+1.6 Wind 330 deg-No Ice+1.0 Guy 14 1.2 Dead+1.0-Ice+1.0 Temp+Guy 15 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp+1.0 Guy 16 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1:0 Temp+1.0 Guy 17 1.2 Dead+L0 Wind 60 deg+1.0 Ice+1.0 Temp+1.0 Guy 18 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp+1.0 Guy 19 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp+1.0 Guy . 20 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+l.O:Temp+1.0 Guy 21 1.2 Dead+1.O Wind 180 deg+1.0 Ice+1.0 Temp+1.0 Guy 22 . 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp+1.0 Guy. .23 1.2 Dead+L0 Wind240 deg+1.0 Ice+1.0 Temp+1.0 Guy 24 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp+1.0 Guy 25 1.2 Dead+1.O.Wind 300 deg+1.0 Ice+1.0 Temp+I,O Guy 26 1.2 Dead+L0 Wind 330 deg+1.0 Ice+1.0 Temp+1.0 Guy 27 Dead+Wind 0 deg-Service+Guy 28 "Dead+Wind 30 deg-Service+Guy 29 Dead+Wind 60 deg-Service+Guy 30 Dead+Wind 90 deg-Service+Guy 31 Dead+Wind 120 deg-Service+Guy 32 Dead+Wind 150 deg-Service+Guy Job Page . tnxTo wr Barnstable II 7 of 12 Project Date Hudson Design Group,LLC 160'Gu ed Tower 16:12:46 04/17/14 1600 Osgood Street,Building 20 North, y Suite 3090 North Andover,AM 01845 Client Designed by Phone:(978)557-5553 Industrial Communications FAX.-(978)226-5586 kw Comb. Description . No. 33 Dead+Wind 180 deg Service+Guy 34 Dead+Wind 210 deg-Service+Guy 35 Dead+Wind 240 deg-Service+Guy 36 Dead+Wind 270 deg-Service+Guy 37 Dead+Wind 300 deg-Service+Guy 38 Dead+Wind 330 deg-Service+Guy . Maximum Reactions Location Condition Gov: Vertical Horizontal,X Horizontal,Z Load '.lb . lb lb . Comb. Guy C @;198.8 ft Max.Vert 10 530.45 471.41: 272.44 Elev 0 ft Azimuth 240 deg Max:H. 10 -530.45 471.41 272.44 Max.H. 3 . 20510:05 _ . . 24489.85 14646.99 . Min.Vert 4 21000.77 25272.03 . . . 14571.95 Min.Hx 4 21000.77 25272:03 14571.95 Min.H, 10 530.45 471.41 ; 272.44 Guy B @ 194.3 ft Max.Vert 6 . 593.47. 516.02 298.19 Elev 0 ft Azimuth 120 deg Max.H. 12 21518.89. 25285.90. 14579.86 Max.H. 13 -20997.22 24476.96- 14641+75 Min.Vert 12 -21518.89 25285.90. 14570.86 Min:H, 6 .-593.47 516.02 298.19 Min.Hi 6, -593.47 . 516.02.. 298.19 Guy A @ 189.8 ft Max.Vert 2 658.60 0.03 646.56 Elev 0 ft Azimuth 0 deg Max.H. 11 12205.72 1010.38. 15963.76 Max:H. 2, 658.60 0.03 646:56 Min.Vert 8 . . 22053.32 0.28. 29193.36 Min.H. 5 42204.98 1009.49 " 15962.78. Min.H: 8. . -22053.32 -0.28' -29193.36 Guy C @ 170.8 ft Max.Vert 10 -56.78 -55.00 31.76 Elev 0 ft Azimuth 240 deg _Max.H. 10. -56.78 -55.00 31.76 Max.H�. .. 3 -6168.02; 9079.81 5373.67; Min.Vert: 4 :-6277.99 9283.79 5359.11 Min.Hx 4 6277.99. 9283.79 5359+11 Min.H, 10 -56.78 -55.06 31.76 Guy B @ 173.8 ft Max.Vert .6 -50.34 49.35 28.50 Elev 0 ft Azimuth 120 deg .Max:H. . 12 6161.40 9275.78 5354.13 Max.H, 13 6049.83 9067.39. .' 5366.17: Min:Vert 12. 6161.40 9275.78' 5354.13' Min.H. 6 -50.34 49.35.. 28.50.. .Min.Hz 6. -50.34 49:35 28.50 Guy A @ 164.3 ft Max.Vert 2 7132 0.00 -77.29 Elev 0 ft Azimuth 0 deg Max.H. 11 2965.02 249.41. -4839.52 Max.Hz 2. . -71.22 0.00 . . -77.29 Min.Vert 8 6595.31 0.35 -10821.21 Min.H. 5 2965.81 -249.38 4840.77 Job Page tnx!'Q"war Barnstable 11 8 of 12 Hudson Design:Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160'Guyed Tower : 16:12:46 04/17/14 Suite 3090. North Andover,MA 01845 Client" " [Des igned by Phone:(978)557-5553 Industrial Communications FAX.-(978)226-5586 kw Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load lb lb lb Comb. Min.H. 8 -6595.33 _ 0.35 10821.21" . Guy C @ 150.5 ft Max.Vert 10 38.71 -231.80 133.84 Elev 0 ft Azimuth 240 deg . . Max.H. 10 -38.71 -231.80 133.84 Max:Hx 3 6762.43 =16437.21 0652.83 Min.Vert 5 -6764.56 -16583.75. 9410.84 Min.Hx 5 .-6764.5.6 . . .-16583.75 9410.84 Min.Hx. .10 38.71 ' -231.80 133.84" Guy B @ 146.5 ft'. Max.Vert 6 -35.37 210.54 121.56 Elev Oft . Azimuth 120 deg Max.H. 1.1 7002.18 16693.79 9474.35 . Max.Hx 13 -6994.16 16534.34 9708.74 ; Min.Vert .11 7002.18 16693.79 9474.35: Min.H. 6. . -35.37 210.54 121.56 : . . Min.Hz. 6'.. 35.37 210.54 r 121.56 Guy A @ 147.6 k " Max.Vert 2 : -36.26 0.00 -249:70 Elev Oft _ Azimuth 0 deg Max.H. 1-1 -3533.10 349.34 9967.26 Max.H. 2 -36.26 -0.00 -249.70 Min.Vert ' 9 6939.17 141.10 19167.82 Min.Hx 5 3526.56 349.39; 9930.78 Min.Hz 9 6939.17 141.10 19167.82 Mast Max.Vert 23 115102.06 199.41 77.96 Max.H. 10 78289.96 1603.65 . . -929.26 Max.Hx 2 . . 77435.33 -23.32 1874.54 Max:Mx 1. - 0.00 0.26 6.14. Max.M. 1 0.00" .-0:26 6.14 Max.Torsion 12 1061.14 1241.29 730.63 Min.Vert 1. 44961.33 -0.26 6.14 Min:H. 6 77919.24 1633.66 919.60 Min.Hz 8 68200.15 9.73 -1429.16 Min,Mx. .. 1, . 0.00 0.26 6.14 Min.M,. T. 0.00. -0.26 - 6.14. Min.Torsion 4. 1093.77 1268.09 758.04 Tower Mast Reaction Su Load Vertical' Shear, Shear, Overturning Overturning Torque Combination Moment,M. Moment,M . lb : 16 . lb lb ft. lb ft lb ft. Dead Only 44961.33 0.26 -6.14 0.00 0.00 0.04 1.2 Dead+L.6 Wind 0 deg-No 77435.33 .: 23.32 1874.54 0.00 0.00 8.60 Ice+1.0 Guy . 1.2 Dead+1.6.Wind 30 deg-No 71918.43 802.16 1381.80 0.00 0.00 997.59 Ice+1.0 Guy . 1.2 Dead+1.6 Wind 60 deg:No 66780.57 . 1268.09. 758.04 0.00 0.00 _ 1093.77 Ice+1.0 Guy 1.2 Dead+1.6 Wind 90 deg-No 72288,88 1585.14 -18.48 0.00 0.00 810.31 Ice+1.0 Guy 1.2 Dead+1.6 Wind 120 deg-. 77919.24 .: 1633.66 919.60 0.00 0.00 1016.44 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 150 deg.- 73008.39 785.06 1339.72 0.00 0.00. 996.21 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 180 deg 68200.15 _ -9.73 1429.16 0.00 0.00 -32.39 Job Page w tnxToe Barnstable 11 9of12 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160'Guyed Tower : 16 12:46 04/17/14 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Industrial Communications kw FAX.(978)226-5586 Load Vertical Shea x Shear, Overturning Overturning Torque Combination Moment,M. Moment,M. lb lb . lb .. lb ft Ib ft lb ft. No Ice+1.0 Guy 1.2 Dead+1.6 Wind 210 deg, 73299.75. . 777.02 IW.86 0.00. 0.00 1032.26 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 240 deg- 78289.96 1603.65 929.26 0.00 0.00 1023.67 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 270 deg- 72865.16 1545.86 -6.23 0.00 0.00 -793.73 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 300 deg.-. 673801.1 1241.29 -730.63 0.00 0.00 1061.14 No Ice+1.0 Guy 1.2 Dead+1.6 Wind 330 deg 72204.18 766.68 1359.69 0.00 0.00 978.02 No Ice+1.0 Guy. 1.2 Dead+1.0 Ice+1.0 114617:89. -7.62. -33.81 0.00 0.00 0.61 Temp+Guy 1.2 Dead+1.0 Wind 0 deg+1.0 114819.14 1 m258.44. 0.00 0.00 4.08 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 30 deg+1.0 114345.87 8.6.93 .-2-17.38.. 0.00 0.00 183.77:. Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 60 deg+1.0 113931.41 160.54 133.14 . 0.00 0.00 85.83 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 90 deg+1.0 114424.69 195.82 -27.18 0.00 0.00 -34.38 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 120 114979.78 183.64 74.74 0.00 0.00 90.93 deg+1.0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 150 114600.67 100.89 136.88 0.00 0.00 190.82 deg+1.0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 180 114216.37 9.37 . 160.69 0.00. 0.00 4.96, deg+1.0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 210 114660.44 -118.56 138.37 0.00 0.00 -182.8.8 deg+1.0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 240 115102.00 199.41 77.96 0.00. 0.00 -86.08 deg+1.0 Ice+1.0 Temp+1+0 Guy 1.2 Dead+1.0 Wind 270 114560.35 209.48 -23.16 0.00 0.00 34.45 deg+1.0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 300 114054.29 172.64 129.52 ' 0.00 0.00 -90.07 deg+1.O Ice+1.OTemp+1.O Guy 1.2 Dead+1:0 Wind 330 114421.77 -97.91 415.12 0.00 0.00. 190.61 . . deg+1.0 Ice+1.0 Temp+1.0 Guy: Dead+Wind 0 deg- 45272:05 2.25 -334.27 0.0.0 0.00 .1.60 Service+Guy Dead+Wind 30 deg- 45152.69 142.55 256.67 OAO 0.00 136.78 Service+Guy Dead+Wind 60 deg- 45089+84 235.80 143.66 0.00 0.00 149.74 . Service+Guy . Dead+Wind 90 deg- 45208.44 286.65 -6.18 0.00 0.00 122.92; Service+Guy Dead+Wind 120 deg- 45391.25 282.79 155.12, 0.00 0.00 148.841. . . Service+Guy Dead+Wind 150 deg- -45333.46 143:87 -. 239.02 0.00 0.00 133.60 Service+Guy Dead+Wind 180 deg- 45286.70 -1.73 .264.24 0.00 .. 0.00 Service+Guy. Dead+Wind 210 deg- 45371.99 ' 146.92 - 240.64 0.00 0.00 136.73 Service+Guy. . Dead+Wind 240 deg 45474.73 284.43 158.61 0.00 0.00 -150.44 Service-FGuy Dead+Wind 270 deg- 45298.84 285.99 -2.32 0.00 0.00 -123.03 Ser,ice+Guy Dead+Wind 300 deg- 45171.31 233.45 440,27 0.00 0.00 147.91. Service+Guy Dead+Wind 330 deg- 45204.54 139.03 254.54 0.00 0.00 133.61 Service+Guy Job Page thx To,weC Barnstable.I.I. - 10 of 12 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, . 160'Guyed Tower 16:12:46 04/17/14 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Industrial Communications kW FAX:(978)226-5586 Solution Surnm' ary Sum of Applied Forces" Sum of Reactions' Load PX Py PZ PX Py PZ %Error Comb. lb. lb lb lb W lb 1 -0.00 -15056.25 0.00 0.35 7 . '' 15056.25 ' -0.93 0.007% . 2 17.41 -18029.09 54213.78 17.44 18029.91 54212.46 0.002% 3 25504.21 17580.03 -44221.98. -25504.66 17579:9..4 44219.86 0.004%. 4 43297.28 17126.20 25022.18 .43296.55 . ' .1.7126.21. 25023.65 .0.003% 5. 50999:53 -17579.75 10.57 -50998.92 . 17579.72 10.02 0.002%'. i 6 46897.26 18031.59 27120.74 46896.05 ' 18031.51 27120.03 0.002% 7 25533.82 17579.21 44252.11. . 25531.70. 17579.12 44251.40 0.004% 8 11.41 -17128.99 50078.47 -18.56 17129.00. 50078.48 .0.002% 9 25504.21 17578.96 44221.98 25502.19 17578.87 44221.31 0.004% 10 46878.56 18032.78. 27089.84 46877.39 18032.70. 27089.16 0.002% 11 -50999:53. -17579.23 10.57- 50998.93 17579.20 . . 11.10 0.001% 12 43315.98 17127.39 25053.68 43315.03 ; 17127.39 25054.75 0.004% 13 25533.82 17579.77 ' 44252.11 25534.24. 17579.68., ' 4424.9.95 0.004% 14" -0.00 66671.12 0.00 -0.82 66671.11. ' 1.65 0.003% " 15 -6.73 66859.35 8379.512 6.75 66859.134,. 8377.99 0.002% 16 4086.87 -66671.26 7097.68 4086.88 66671.26 7096.73 0.001% 17 7039.41 66481.61 4074.44 . 7038.28 66481.61 4074.18 0.002% 18 8169.35 66671.20 4.06 8168.36 66671.19. -3.40 0.002% 19 7234.95 -66860.13 4195.1.1 7233.32 66860.12 . 4194.19 0.003% 20 4098.27 766671M 7109.33 4697.31 66671.65 .: 7108.84 0.002"/0 21 6.73 66482.89 8162.01 -6.97 66,482.8.9... 816U.8 0.002% 22 4086.87 66670.98 70.91.68 . 4085.67. 66670,97.' 7097.11. 0.002% 23 7227.78 -66860.62 4183.20 : 7225.97 ,. 66860.61. 4182.16 ..0.003% 24 -8169.35 66671.04 4.06 .8168.11 66671'.03 .: 4.85 0.002% 25 7046.58 66482.10. -4686.35 7045:25 66482.10- 4086.39 0.002% 26 4098.27 -66671.18 7109.33 4098.29 66671.17. 7108.43 0.001% 27 -2.72 15126.64 . 8470.90 2.65 15126.64 8469.76 0.007% 28 3985.03 15056.34 6909.68 3985.11 15056.34 6909.09 0.004% 29 6765.20 _ 14985.43 3909.72 -6764.63. 14985.43 _ 3909.49 : 0.004% 30 .7968.68, 15056.29'. 1.65 -7968.14 15056.29. . . -1.24 . 0.004% . 31 7327.70 15126.89 4237.62 7327.41 15126.89 4237.45 0.002% 32 3989.66 15056.21 6914.39 3989:0.5 15056:21 6914.14 :' 0:004% 33 2.72 14985.86 7824.76 -2.79 1498.5.86 7824.12 : 0.004% 34 -3985.03 15056.17 6909:68 3984.38 15056.17 6909.42 ' 0.004% 35 -7324.77 15127.08 4232.79 7324.47 15127.08 4232.61 0.002% 36 -7968.68 45056.21 -1.65 7969.11 15056:21 2.09 0.004% 37 -6768.12 14985.61 3914.54 6767.51 14985.61 3914.38 0.004% 38 -3989.66 15056.30. -6914.39 3989.74 15056.29 691.3.90 0.004% Maximum Tower Deflections -.Service Wind Section Elevation Hori: : Gov. Tilt Twist No. -Deflection Load in Comb: Tl 160.875-140.875 0.747. 33 . .0.0512 .0.0086 T2 140.875-120:875 0:949 : 35 0.0640 0.0089 T3 120.875-100.875 1.159 35 0.0235 0.0251 T4 100.875 80.875 L142 35 0.0248 0.0202 T5 80.875-60.875 0.987 35 0.0504 0:0160 T6 60.875-40.875 0.746 35 0.0564 0.0119 T7 40.875-20.875 0.504 35 0.0576 0.0079 T8 20.875-0.875 . . 0.268 . 35 0.0597 0.0039 Job Page tnxTower 11 of 12 Bar nstable.stab e Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 160`Guyed Tower, 16:12:46 04/17/14 Suite 3090 North Andover,MA 01845 Client Designed by . Phone:(978)557-5553 Industrial Communications FAX.-(978)226-5586 . kw Critical Deflections and Radius of Curvature- Service Wind Elevation Appurtenance Gov. De•Jlection ' Tilt Twist Radius of Load Curvature f Comb. in o ft 160.88 ANT2 0.6HP 33 0.747 : 0.0512 0.0086 288403 145.13 Guy 33 0.899 0.0665 0.0072 91662 137.88 PiROD ITT-Frame. 35 0.987 0.0597 0.0109 348983 123.88 UHX6-59. 35. 1.139. 0.0292.. 0.0235 17802. . 113.50 ALP.08.02.712 VHF Band FM 35 1.178 0.0150 0.0253 19839 102.50 ALP.08.02.712 VHF Band FM 35 1.150 0:0224 0.0208 39137 1.00.96 Guy 35 1.142 0.0247 0.0202 42933 65.92 Guy - 35 0.810 0.0564 0.0130 .336432 38.31 Guy 35 0.475 0.0579 0.0074 383997 Section:Capacity Table Section Elevation Component Size Critical P- oPariow % 'Pass No. f Type Element lb lb Capacity Fail Tl 160.875 Leg V4x4xl/4 3 31838.50 75272.50 42.3 Pass 140.875 T2 140.875- Leg V3x3x1/4 69 -48712.40 56564.60 :86.1 Pass 120.875 T3 120.875 Leg V3x3x5/16 144 -48725.50. 69688.60 69.9 Pass 100.875 . . . T4 100.875-80.875 Leg V3x3x5/16 219 41744.70 69688.60 59.9 Pass T5 80.875 60.875 Leg V3x3x5/16 294 -35580.00 69688.60 51.1 Pass T6 60.875-40.875 Leg V3x3x5/16 368 34558.90 69688.60 49.6 Pass T7 40.875-20.875 . . Leg. V3x3x5/16 443 .-38066.80 69688.60 54.6. Pass T8 20.875-0.875 Leg V3x3x5/16 518 38721.80 69607.90. 55.6 Pass Tl 160.875- - Diagonal L2x2xl/4 11 9270.26 23075..10 40.2 Pass 140.875 . T2 140.875 Diagonal Ll 1/2xI 1/2x3/16 137. 6414.66 7435.52 86.3 Pass' . 120.875 T3 120.875- Diagonal Ll 1/2xl 1/2x3/16 146 -3432.93 7435.52 ' 46.2 Pass 100.875 T4 100.875-80.875 Diagonal Ll 1/2x11%2x3/16 221, 1845.09 7435.52 24.8 Pass T5 80.875-60.875, Diagonal Ll1/2xI1/2x3/16 314 3792.67 7435.52 51.0 Pass . T6 60.875.-40.875 Diagonal Ll1/2x11/2x3/16 371 2072.63. 7435.52 27.9 Pass T7 . 40.875 20.875 Diagonal_ L I 1/2x I 1/2x3/16 512 2112.05 7435.52 28.4 Pass T8 20.875 0.875 Diagonal . LI 1/2x 1 1/2x3/16 522 2030.24 7405.55 27.4 Pass T1 . 160.875.- Horizontal L3x3x1/4 3l -10520.50 33481.10 31.4. Pass 140.875 12 140.875 Horizontal L2x2x5/16 70 -1614.40 30525.30 5.3 Pass 120.875 T3 . 120.875.- Horizontal L2x2x5/16 . .181 1278.01 37260.00 3.4. . Pass 100.875 T4 100.875-80.875 Horizontal L2x2x5/16 226_ 723.04 30525.30 2.4 Pass' T5. 80.875-60:875 Horizontal, L2x2x5/16 301 616.26 30525.30 2.0 Pass 76 60.875-40.875 Horizontal L2x2x5/16 373. 598.58 ' 30525.30 2.0 ..Pass T7 40.875=20.875 Horizontal L2x2x5/16 445- 659.34 30525:30 2.2 Pass T8 20.875-0.875 Horizontal L2x2x5/16 520 670.68 30525.30 2.2 Pass L3x3x1/4 6 551.54 33481.10 1.6. Pass Tl 160.875- Top Girt. - . 140.875 . T2 140.875 Inner Bracing 5/8 133 -15.63 2602.25 0.6 Pass 120.875 T3 - 120.875 Inner Bracing 5/8 190 -6.44 2602.25 0.2 Pass 100.875 Job Page . tnxi.owner Barnstable II 12 of 1.2 Hudson Design Group,LLC Project " " Date 1600 Osgood Street,Building 20 North, 1:60'Guyed Tower 1612:46 04/17/14. Suite 3090 North Andover,MA 01845 Client - Designed by Phone:(978)557-5553 Industrial Communications kw FAX:(978)226-5586 Section Elevation Component Size Critical -P oPaia % Pass No. ft Type Element lb. 1b Capacity. Fail T4 100.875-80.875 Inner Bracing 5/8 266 . . - A.63 2602.25 0.1 Pass" T5 80.875-60.875 Inner Bracing 5/8' 342 -1.11 2602.25 0.1 Pass. T6 60.875 40.875 Inner Bracing 5/8 "" 435 -0.75 2602.25 " " 0.1' Pass T7 40.875-.20.875 Inner Bracing. 5/8. - 474 -0.49. 2602,25 0.1 Pass T8 20.875-0.875 Inner Bracing 5/8 531 -1.02 2602.25 0.1 Pass T1 160.875- Guy A@145.125 3/4 604 18721.00. 34980.00, 53.5 Pass 140.875 T3 120.875- Guy A@]00.958 1/2 615 12724.40 16140.00 78.8 Pass 100.875 T5 80.875-60.875 Guy A@65.9167 1/2 621 11780.60 16140.00 73.0 Pass 17 40.875-20.875 Guy A@38.312.5 1/2 624 8728.18 16140.60 54.1 Pass T1 160.875- Guy B@145.125 3/4 598 18884.10 .34980.00 54.0. . Pass. 140.875 T3 120.875.- Guy B@100.958 1/2 6.14 12407.70 16140.06 16.9 " Pass" 100.875 T5 80.875 60.875 Guy B@65,9167 172 620 11805.10 16140.00 73.1 Pass T7 40.875-20.875 Guy B@38.3125 1/2. 623 8751:]1 " 16140.00 54.2 Pass TI 160.875- Guy C@145.125 3/4 593 18735.10 . 34980.00 53.6 Pass 140.875 T3 120.875- Guy C@100,958 /2 610 12474.40. :16140.00 77.3 Pass " 100.875 T5 80.875-60.875 . Guy C@65.9167 1/2 616 11686.70. 16140.00 72.4 Pass T7 40.875-20.875 Guy C@38.3125 1/2 622 8665.96 16140.00 53.7 Pass T3 120.875 Top Guy L2 1/2x2 1/2x1A 611 . 6423.55 38556.00 16.7 Pass 100.875 Pull-Off@100.958 TS 80.875-60.875 Top Guy L2 1/2x2 1/2x1/4: 618 6214.60 38556.00 16.1 Pass Pull-Off@65.9167 .. T7 .40.875-20.875 Top Guy L2.1/2x2 1 RIA 499 5127.62. :38556.00 13.3 Pass Pull-Off@38.3125 TI 160.875- Torque Arm L3.1/2x31/2xl/4 606 21972.10 54756.00" 40.1 Pass. 140.875 Top@145.125 TI 160.875- Torque Ann L3 1/20 1/2x1/4 603 15874.00 17293.30 91.8 Pass. 140.875 Bottom@145.125 Summary . Leg(12) . 86.1 Pass Diagonal 86.3 Pass Horizontal 31.4 -Pass (TI) Top:Girt 1.6 Pass (TI) Inner 0.6 Pass Bracing(T2) Guy A(T3) 78.8 Pass . Guy B(T3) 76.9 Pass Guy C(T3) 77.3 Pass Top Guy 16.7 Pass. Pull-Off (T3) Torque Arm 40.1 Pass Top(T]). . Torque Arm 91.8 Pass Bottom(TI) RATING= 91.8 Pass COAX SYSTEM N 750 & 2100 ANTENNAS FULL POWER 3300 ANTENNA-6 dB POWER 3300 LEG AZIMUTH 26.46° ALL EQUAL PHASE _r I � I 75° 9„ F, Typical Out Rigged 2" Pipe TOP VIEW 210° 42°R i i i 133" Typical PARTIAL FRONT VIEW 51"FACETOWER SHIVELY LABS ELEVATION VIEW DIV.HOWELL LABS BRIDGTON,MAINE USA Th a designs,constructions,arrangements,disclosures,and devices FIGURE 2, Aldena DAArray,�/ shown or described in the proposals,drawings,or sketches bearing this 88.3 MHz, W 1f�/ZX legend are the property of Howell Laboratories,Inc./ Shively Labs and are submitted in confidence with the understanding that such designs, SIZE CODE IDENT NO. DRAWING NO. REV constructions,arrangements,disclosures,and devices shall not be A 26750 RAS O42214 utilized in whole or in part by any person,firm,or corporation,or — disclosed to anyone other than the submittee,without the prior written permission of Howell Laboratories,Inc. SCALE NONE S/O 31683 SHEET 1 OF 1 I rr 'a f it i •r f s�+^t Y i IeW �v t� 4� +1 •� . ¢ xY.ti fy f .L-,, :yr_i; '�prt:k"c7n" 1 Wig? �.; •wr£,, A,4v ti�xvv ••r � ��p .i'1�1.ifs 4". S ti �f ��z1i' +' v?ter' •.i+.'��s, ' _�. .,� ;� �. •tY" �''" ';did .1 1 I __ H—low. vamerauda� . - , • , 2.712 6' dB Anterina • • trattato a norn-)e n-iilitan e verniciato. irradiaz� CARATTERISTICHE • — • •bi - •ndari •_ _ _ ELETTRICHE potenza. BANDA DI FUNZIONAMENTO:87.5-108 MHz • - LARGHEZZA DI BANDA:bands FM • • _ GUADAGNO MEDIO:7.5 dBd(9.7 dB) ROS(valore peggiore):5 1.28:1(-18 dB) Log-periodic an - POLARIZZAZIONE:verticale(o orizzontale) grade treated POTENZA MASSIMA:5000 IN(portante singola) CONNETTORE:EIA 7/8" Directonal irradiation pattern with redUced side •CARATTERISTICHE - •i-FM n-tedILO-1 ai id high power stacked MECCANICHE array antenna - MATEMAU:element a corpo in alluminio,statfa in acciaio zincato I D- • a caldo,bulloneria in acciaio inox,isolatori in teflon,O-Ring al silicone, • • lines d'alimentazione in cavo foam 7/8',corda di sicurezza in parafil®a tendtore in acciaio inox MONTAGGIO:direttamente su palo STAFFA DI FISSAGGIO:compress staffe per montaggio inclinato o array paralleli opzionali (cod.XTLOG-ROT&XTLOG-PER) PROTEZIONE DAL GHIACCIO:radome in ABS opzionale(cod.XRALP) TRATTAMENTI:corpo ad element trattati a norme I�S MIL-C-5541 a vemiciat a polvere(colore RAL 7001) VERSIONI DISPONIBIU E CODICE: ALP0802712s-senza staffs di sostegno DIMENSIONI IMBALLO: antenna:scatola 2980x250x250 mm staffa:scatola 31ox360x400 mm PESO:34 Kg lordo-27 Kg netto DIMENSIONI:2650x1766x300 mm INTERASSE ANTENNE: 2500.3000 mm (delinito net progetto di sistema) ELECTRICAL FEATURES `fCX%V tMG EV94i 87.5-108 MHz FM band AWERA vf"ECill.7.5 dBd(9.7 dei) 'l/5WR(rwvrsf vAm)P:5 1.28:1(-18 dB) PILAR047 t7W.vertical(or horizontal) MBA K111YVER 5000 W(single carrier) ®QNT41ECVOFF EIA 7/8" MECHANICAL FEATURES MATERIALS.*elements and body in aluminium,hot dip galvanized steel bracket,st.steel bolts,tenon isolators,silicon O-Rings,feeding line in foam cable 7/8°,safety rope in parafilo and st.steel turnbuckle MOUNTING:directly on the mast MOUNTING BRACKETS:included Optional brackets for slant polarization or for parallel arrays (cod.XTLOG-ROT&XTLOG-PER) `( ICING PROTECTION:optional ABS radome(code XRALP) TREATMENTS:military grade heated(MIL-C-4451) ,_! and powder painted elements and body(color grey RAL 7001) V' AVAILABLE VERSIONS AND CODE.• ALP0802712s-without fixing bracket PACKING DIMENSIONS: antenna:box 2980x250x250 mm bracket:box 310x360x400 mm WEIGHT.,34 Kg gross-26 Kg net DIMENSIONS:2650xI766x300 mm DISTANCE BETWEEN ANIENN4S:2500,3000 mm (defined in the system project) rim I aado�eono venan I sad�s na«md aosse,e , e mnnw m ear. Vawe�Re ne9vNe0 _ Oet�gA eRlnatrbo ___ _ wwx.eWenatt T,e shwa menvone sow mlgn[ �'���� AA yotluCts ere soM under Oe n,odaAad wnN snY wertarrty lei.Detelb ei eWarosU nOMeffilOn v1B address .aWere.it Issue OlAa 1116PelrAnWe Antermas COAX SYSTEM 750 & 2100 ANTENNAS N FULL POWER 3300 ANTENNA-6 dB POWER 3300 LEG AZIMUTH 26.46° ALL EQUAL PHASE ,r I � I 750 9" F, Typical Out Rigged 2" Pipe TOP VIEW 2100 420 oK 133" Typical Li PARTIAL FRONT VIEW U3T 51"FACE TOWER SHIVELY LABS ELEVATION VIEW DIV.HOWELL LABS BRIDGTON,MAINE USA The designs,constructions,arrangements,disclosures,and devices FIGURE 2, Aldena DAArray,�p� shown or described in the proposals,drawings,or sketches bearing this 88.3 MHz, V V YZ�/" legend are the property of Howell Laboratories,Inc./ Shively Labs and are submitted in confidence with the understanding that such designs, SIZE CODE IDENT.NO. DRAWING NO. REV constructions,arrangements,disclosures,and devices shall not be A 26750 RAS O42214 utilized in whole or in part by any person,firm,or corporation,or — disclosed to anyone other than the submittee,without the prior written permission of Howell Laboratories,Inc. SCALE NONE S/O 31683 SHEET 1 OF 1 r Me}age Page 1 of 3 Swiniarski, Ellen From: Swiniarski, Ellen Sent: Friday, July 27, 2012 9:08 AM To: 'Gerry Squires' Cc: Jenkins, Elizabeth Subject: RE: MetroPCS Yes. However, the 2004-111 modification of 1973-47 which decreased the land area that this nonconforming use is on, will also need to be referenced but not modified, as the 2004-111 mod has in fact been implemented. It is best to check with Elizabeth Jenkins, Planner for ZBA, if you intend to file both SPR and ZBA applications together to be sure the correct relief is requested on the ZBA application. I have copied her on this e-mail. Thanks, Ellen S. ECCen M. Swiniarski Town of Barnstabee Site Aan/ReguCatory Review Coordinator Building Division 7'e6 5o8-862-4679 _Tax:508-790-6230 -----Original Message----- From: Gerry Squires [mailto:GSquires@jleeconsulting.net] . Sent: Thursday, July 26, 2012 8:16 PM To: Swiniarski, Ellen Subject: RE: MetroPCS Ellen Okay. Thanks for trying So My ZBA application will be for a modification to the 1973 Special Permit attached. Thank You, Gerry Squires J Lee Consulting Inc 781-363-6334 From: Swiniarski, Ellen [mailto:Ellen.Swiniarski@town.barnstable.ma.us] Sent: Thursday, July 26, 2012 4:46 PM To: Gerry Squires Subject: RE: MetroPCS Hi Gerry, Article X of Town of Barnstable ordinance as-of-right provisions for antennas, and antennas permitted by special permit exclude communications towers. Existing communications towers are usually preexisting nonconforming and/or have a special permit or a variance. Unless you are removing and replacing-only the same number of antennas/dishes from this tower you will need to modify the existing special permit (1973 SP with a reference to the 2004 modification). It appears that some of the equipment on this tower was installed with just a building permit in PJ g 1999 without zoning relief. The 2010 install was supposed to be an equal switching of equipment. The Building Commissioner's opinion is that at this point, an increase of equipment requires a trip back to the ZBA to modify the 1973 SP which was for expansion of nonconforming use/structure. 7/30/2012 I Message Page 2 of 3 So, you will need Site Plan Review and ZBA SP applications. Thanks, Ellen S. ECCen N.Swiniarski Tbwn of Barnstable Site Plan/ReguCatory Review Coordinator Building Division TeC' 5o8-862-4679 Fax:5o8-79o-6230 -----Original Message----- From: Gerry Squires [mai Ito:GSquires@jleeconsulting.net]. Sent: Tuesday, July 24, 2012 12:00 PM To: Swiniarski, Ellen Subject: RE: MetroPCS Ellen, I am under the impression that I first file for site plan review and then get a determination for if the site needs to go to Zoning? Is this correct or will I need to go directly to zoning? Do you have a copy of the variance for 463 Oak street that I will need to modify? Thank You, Gerry Squires J Lee Consulting Inc 781-363-6334 From: Swiniarski, Ellen [mai Ito:Ellen.Swiniarski@town.barnstable.ma.us] Sent: Monday, July 16, 2012 11:08 AM To: Gerry Squires Subject: RE: MetroPCS Hi Jerry, For 181 North Street, Hyannis, as long as it is hidden in the chimney-like structure, I believe that you are correct that this has always just required a building permit to add. Equipment is to be in the basement at this location. 463 Oak Street, Centerville and 1047 Falmouth Road both will require site plan review approval and modification of the existing variances that first set up the communication towers. Thanks, Ellen S. ECCen,7v1.Swiniarski down of BarnstabCe Site Plan/ReguCatory Review Coordinator Building Division ' ?eC 508-862-4679 Yax:5o8-790-6230 -----Original Message----- From: Gerry Squires [mailto:GSquires@jleeconsulting.net] Sent: Monday, July 16, 2012 10:11 AM p To: Swiniarski, Ellen Subject: MetroPCS Hello Ellen, 7/30/2012 Message Page 3 of 3 The addresses are: 463 oak Street Centerville 181 North Street This is a rooftop with all antennas hidden behind a stealth wall. It was a BP only site in the past 1047 Falmouth Road Thank You, Gerry Squires J Lee Consulting Inc 781-363-6334 7/30/2012 § 240-105 ZONING § 240-107 G. Upon completion of all work, a letter of certification, made upon knowledge and belief according to professional standards, shall be submitted to the Building Commissioner or his designee by a registered engineer or registered land surveyor, as appropriate to the work involved, that all work has been done substantially in compliance with the approved site plan, except that the Building Commissioner or his designee may certify compliance. ARTICLE X Personal Wireless Communication [Added 6-3-1999 by Order No. 99-074A] § 240-106. Purpose and intent. It is the intent of this article to provide for the location and siting of wireless service communication facilities and their accessory structures in accordance with the Telecommunications Act of 1996, to provide for the orderly provision of facilities; ensure public safety; and to minimize adverse visual impacts upon both residential and nonresidential areas. § 240-107. Requirements for all personal wireless facilities in all zoning districts. A. Installation and construction of all personal wireless service facilities, including but not limited to antennas, mounts, equipment shelters and structures, shall be subject to Article IX Site Plan Review, and shall require issuance of a building permit. B. The applicant shall provide site plan review with evidence that they are a licensed carrier, authorized by the Federal Communications Commission (FCC) to construct and operate personal wireless services, and that the proposed transmitters are FCC regulated and approved. 240:164.1 02-01-2011 8 Pal ,®'1� § 240-107 ZONING 7 �J § 240-� a� C. The structure to which any mount or antenna is attached is a legally built structure under zoning, or a preexisting, legal nonconforming structure. D. If the location is within a designated historic district, the applicant shall secure a certificate of appropriateness, to the extent required. E. Structural components including guy wire anchors and equipment shelters shall comply with all required setbacks of the zoning district. F. Any equipment or base receiver station, not located within an existing building or underground vault, shall be designed to.fit in with traditional Cape Cod architecture styles and materials, or shall be screened from view. § 240-108. Antennas permitted by special permit in all zoning districts. [Amended 8-1-2013 by Order No. 2013-1261 Except where permitted as of right in § 240-109 below, in all zoning districts, an antenna mounted or located on any existing building, structure or communications tower may be permitted by special permit from the Zoning Board of Appeals, provided that no antenna exceeds the height of the existing structure by more than 12 feet, unless the Board finds that additional height is necessary to provide coverage, and the additional height will not be visually intrusive upon the surrounding area. § 240-109. Antennas permitted as of right in all zoning districts. [Amended 8-1-2013 by' Order No. 2013-1261 Antennas permitted as of f right in all zoning districts shall be as follows: !A. Co-location '-of antennas and customary appurtenant. equipment _ on an --existing communications tower lawfully permitted for the purpose' of supporting FCC-licensed antennas, subject to-compliance with 240-107 and the following standards: (1) The antenna shall not increase the height of the communications tower. (2) The antenna shall not extend out from the tower more than technically necessary for proper operation. (3) The applicant shall submit a structural analysis, prepared and stamped by a registered professional engineer licensed to practice in the Commonwealth of Massachusetts, demonstrating that the communications tower has sufficient structural capacity for the installation. The analysis shall include information about all antenna installations on the tower. (4) Ground-mounted accessory equipment shall be located within an existing equipment shelter or an area fully screened in accordance with § 240-107F. B. An antenna and/or tower used in accordance with the terms of an amateur radio service license issued by the Federal Communications Commission provided that any facility tower is not licensed or used for any commercial use, subject to all the requirements of . § 240-8, Exempt uses. 240:165 to-01-2013 § 240-109 BARNSTABLE CODE § 240-111 C. Television and radio antennas, including satellite dishes not exceeding a diameter of four feet, for personal use, accessory to a residential use, or to provide entertainment for a single business such as a restaurant. D. An antenna completely enclosed within an existing structure other than a communications tower, provided that the associated equipment or base transceiver station is located within an underground vault, or within an existing building or addition thereto, other than an equipment or base receiver shelter. E. An antenna located upon the roof of an existing building or structure other than a communications tower, provided that the antenna does not exceed a height of 12 feet, and provided that the equipment shelter is set back from the roof edge a distance equal to the height of the equipment shelter F. An antenna located on a water tower belonging to a public water supply utility, by permission of the water utility, not to exceed the height of the water tower by more than 12 feet, except that the Zoning Board of Appeals may by special permit increase the height of the antenna up to 20 feet where the location of the water tower and design of the antenna is such that it will not be visually intrusive upon the surrounding area. G. Antennas located on existing utility stanchions, not to exceed a height of 12 feet above the utility stanchions, located within a Commonwealth Electric Company easement, with permission of the landowner to location and maintenance of an equipment or base receiver station shelter, or submission of recorded easement language demonstrating the right to install an equipment or base receiver station for a wireless communication facility. ARTICLE XI Growth Management [Added 7-19-2001 by Order No. 2001-11835] § 240-110. Authority. This article is adopted under the authority of the Home Rule Amendment, Article 89 of the Constitution of the Commonwealth, the Cape Cod Commission Act, Chapter 716 of the Acts of 1989, as amended, MGL Ch. 40A, Ch. 41 §§ 81 L through 81 GG, and Ch. 111. §240-111. Purposes. A. The purpose of this article is to ensure that a harmonious pattern and predictable rate of development occurs in Barnstable, which protects the health, safety and welfare of current and future Barnstable residents. The consequences of the historical and current . patterns and rates of development in Barnstable such as our historic inability to fund our capital needs and the further degradation of our environmental assets are described in the 35. Note:The following Growth Management Ordinance is a DCPC(District of Critical Planning Concern)implementing regulation.The DCPC was approved by the Barnstable Assembly of Delegates on September 5,2001; and the Cape Cod Commission gave its final approval on September 20, 2001. The Commission also approved this ordinance (originally approved by the Barnstable Town Council on July 19,2001)as the implementing regulation on September 20,2001.This implementing ordinance became a part of the Zoning Ordinance on September 21,2001. 240:166 10-01-2013 34 Hemingway Drive WADVANCED East Providence, RI 02915 Phone:508-342-5339-5339 ENGINEERING GROUP, P.C. December 29, 2010 Mr.Thomas Perry Building Commissioner 200 Main Street Hyannis, MA 02601 RE: Engineers Final Inspection Affidavit MetroPCS Equipment Installation 463 Oak Street Barnstable, MA 02668 MetroPCS Reference:HYNO031 B Dear Mr. Perry: In accordance with Section 116 of the Massachusetts State Building Code, on December 14, 2010 this office performed an inspection of the MetroPCS equipment installation at the above-referenced location. The construction scope of work that was inspected consisted of the installation of wireless telecommunications equipment including:three(3)panel antennas, and associated frames, mounted to the existing 165't guyed tower, six(6) 1-5/8"diameter coaxial cables, one(1)radio equipment cabinet, (1)battery back-up cabinet, one (1) power protection cabinet, and a cast-in-place concrete slab-on-grade. The purpose of the inspection was to establish compliance of the completed project with the approved design plans by this office entitled"HYN0031 B, Oak Street ICE Barnstable"dated 9/22/09, Rev1"sheets T-1 through E-2, and applicable provisions of the Massachusetts State Building Code. Based on the inspection performed, I, Marc Chretien, licensed professional engineer number 40313, hereby certify that to the best of my knowledge, information and belief,the work has been done in accordance with the approved plans and the provisions of the Massachusetts State Building Code. Very truly yours OF Afgs�c MARC yG R. Marc R. Chretien, P.E. CHRE 11EN N Advanced Engineering Group. P.C. CIVIL No.40313 1 , I HYNO031 B-CCA Communications,Inc. 285 Billerica Road 31a Floor Chelmsford,MA 01824 April 14, 2010 Mr. Tom Perry - - - Building Commissioner Town of Barnstable Town Hall—367 Main Street - - - - -- a. Hyannis, MA 02601 Mr. Perry, - P Enclosed is a copy of a building permit issued to one of our contractors for construction: - -w- at a cellular site located at 463 Oak-Street.This permit is due16 expire on April 26th ofof this year and I am writing to request an extension. MetroPCS's corporate finance department has delayed this phase of our project until late 2010 and we are currently laying out our construction schedules'for the rest of the _ year, and we expect this site to be completed within what would be a six month renewal period for the existing permit. I have enclosed,a check for$50.00 to cover the cost of review; _ �p I Please advise me if this permit can be renewed and, if it can, whether I can pick it up or if our contractor must be the one to pick it up. If there are any questions,please don't hesitate to contact me.' ' Regards, - Ray Fournier - i r� MetroPCS Project Manager 'R (978) 244-7278 Direct LineE•. fi , (603) 738-7250 Mobile - rfournier@metropcs.comMn - ? T - ! ' ppllCation Ref:' 400905026 G s 'BAWNsr"M _` Issue Dale I01?7f49 s�39 ♦8 iIsplicanT: �*ViIICHELL,CHRISTOPIR iOtFp a Permit Numb _A: 20092096 Pri�pas I Use TEEEPHONE RELAY STATION Espuation Date.. 04J26/10 55 Location 463 CIAK ST,REET,. : Zoning Dtstrict RC ;Permit Type. COav1M1 RCIAL ADDITION ALTERATION . t Map`Parcei, 194026XO2 Permit Fee • 318 50 -Contractor MITCHELL.CHRISTOPHER , Vile CEITTERtII,LE App Fee'$ 100<00 License.Num 052112 r "Est Construction Cost$ 35000 Remarks APPI20VFD PLANS ROUST BE RETAINED ON 6B AND;, . T M SLOCATANTENNAS AND RELATED.,EQUIPMENTONANDNEXOA BKPTOD UNTIL FINAL EX18TINGTOWER FOR THE;PURPOSE OF WIRELESS;COMMUNICATION- SP>cT1oN HAs_sEEN MADE..WI>ERE'A CFRTLFICATEOF OCCUPANCY IS'REQUIRED,SUCH O m-on Record: NEW ENGLAND TEL 8T TEL CO , 13UILDINC`SHAtL'L NOT BE OCCUPIED UNTIL-A TTNAL ; Address:f L I.40 LONE STREET 'r !`I. 'INSPECTION HAS-BEEN MADE ' t u .MARSHFIELD,.MA 02050 Application Entered hy:.: L BWIding.,Pertnit Issued By. THIS I'EMIT-fWNVL-YS NO RIGHT TO OCCUPY ANY Sl REGT,AL LY-OR SIDEWALK OR A PP RT;TH I ER TEA4PORARILY OR-PEMIA-NENTI Y rM NCROACHEMFNTS 0T PUBL IC;PROPER'IY,NOT SPFCIFIGALLY P.I RMITTEll UNDLR=TH1 BLII DING 0 F MUST BE-APPROVED}`-BY THE'IURISDICTION STREET OR ALLY.GRADES AS vVFLL AS DEP I H AIlU LOCnTION OF PUBLICSWERS:ivIAY.BE OBTAINEDFROIvf-IHF D1 PARTMFN f OF PUBLIC R'OItT.S j I THL ISSUANCEOF THIS,,PERMIT,DOCS N07 REI E 1SE.THE=APPLICANT FRO TH CONDITIONS OF•ANY APPLICABLE;SWBDIVISION RESTT2ICTI0NS MINIMUM OF FOUR.CALL,I\SPECTIONS RE-QUIRED.EOR ALL CON.TSTRUCTIONWORK , '•:. _ "+ I.FOUNDATION OR`FOOTINGS. 2.ALLTMEPLACES MUST BE;INSPECTED AT.THE THROAT LEVEL$TPOItIa FIRST FLUE LINING IS INSTALLED x' i•; 3•'WIRii\G'&:PLUMB'ING INSPECTTON$`TO.BE;COMPLETED PRIOR TO.FRAME Ti\SPEC'I'ION A 4:PRIOR TO'COVERING STRUCTURAL.MEIvTBLRS(READY TO.LATH). a, t INSULATION. 6 FINALTNSPECTION BEFORE OCCUPANCY:: tt W}IERE APPLICABLE;SEPARATE PERMITS ARE REQUIRED FOR`ELECTRTCAL,PLUMBING AND MECHANICAL INSTALLATIONS WORK SHALUNOT PROCEED:UNTIL'THE INSPECTOR HAS APPROVED;THE VARIOUS STAGES OF CONSTRUCTION PERMIT;WILL BECOME NULL;AND VOID IF:,COi4STRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF#' , DATE THE:PERMIT IS:ISSUED'AS NOTED ABOVE .. Yl �. PERSONS CONTRACTING,-WITH UNREGISTERED CONTRA DO NOT HAVE ACCESS',TO GUARANTY FUND(as set forth;:'MGLkc 142A) r BUILDING INSPECTION:APPROVALS •PLUMBING INSPECTION APPROVALS ELECTRICAL;INSPECTION APPROVALS �L 2 17 t 7 { } 3 Heating Inspection Approvals Engineermgrllept FIreDept . L. 2 I Board of Health 1. j Ta LG � '�fk.. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION...,, Map /gy, Parcel "'D��O� '� "'Application. Health Division "'Date Issued Conservation Division '. =:Application Fee Planning 'Dept >'Permit Fee,, Date Definitive Plan Approved by Planning Board Historic -OKH Preservation/Hyannis ' Project Street Address C% 3 vat Village �"° �r 1� LL-C Owner !J�w-toa o'w►S Address Telephone s � s, �P Permit RequestS 64rvN �� e�°C �G/< Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation " . 010 Construction Type Lot Size � �r Grandfathered: Vles ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size—Pool:,❑existing ❑ new size _ Barn: ❑ existinL❑ n2V size_ Attached garage: Ell existing ❑ new size _Shed: ❑ existing ❑ new size _ Oth� �"" l. --� ZZoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial '❑-/Yes ❑ No If yes, site plan review# Current Use 1A1ir,(&,SS (1,0M 1uA;CAP-0�S Proposed Use v4_10) L/®pmi uvvG� d� w y APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name I ` S Telephone Number �79(� 3 r ' ( 00 Address q0 tVAC � reze — License# 8 Home Improvement Contractor# Worker's Compensation # 1 Ny7 3 00if ALL CONSTRUCTION DEBRIS RESULTING/JFROM THIS PROJECT WILL BE TAKEN TO SIGNATURE -DATE FOR OFFICIAL USE ONLY } (APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER z M ,DATE OF INSPECTION: a FOUNDATION .r FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 3D3 l E DATE CLOSED OUT ASSOCIATION PLAN NO. 463 Oak St.Tower Page 1 of 1 Gerry Squires From: Tom Lennon [tom.lennon@induscom.com] Sent: Thursday,July 09, 2009 9:05 AM To: Gerry Squires Cc: Dick Duddy Subject: FW:463 Oak St.Tower All set BP only From: Perry,Tom [mailto:Tom.Perry@town.bamstable.ma.us] Sent: Thursday,July 09, 2009 8:59 AM To: tom.lennon@induscom.com Subject: 463 Oak St.Tower Tom, Thanks very much for the documentation regarding the cell site on the tower located at 463 Oak St.With this documentation it's has been established that this former Telecorp site on this tower was removed in October of 2006.This would allow this cell site to be re-established without the need for a,ZBA hearing,as long as a building permit is applied for,by October 30,2009. I hope this answers your concern with this site and if there is any further information you may need feel free to contact me. TP A r 7/9/2009 The Commonwealth of,Massachusetts Department.of Industrial Accidents ffke of Investigations '600 Washrtgton'Street Boston;.MA 02111 www mass.gov/dia Workers' Compensation lnsuran_ce Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly` Name(Business/Organization/Individual) INDUSTRIAL COMMUNICATIONS LLC ,x Address: 40 LONE ST. City/State/Zip`. MARSHFiELD,- MA 02050' Phone# : 781-319-1111 Are you an employer?.Check the appropriate box:, Type.of project(required): 1,El 1 am a employer with 90+- 4:13 I am a general contractor and.I 6, Now:construction employees(full and/or part time).* have hired thesuli-contractors 2.❑.1 ain a sole'pro prietor or"partner listed on:the attached sheet. + 7 -❑Remodeling ship and have no'employees These sub-contractors have 8. ❑Demolition working for me.m any capacity.;. workers' comp.insurance: 9 ❑Building addition [No workers':comp.insurance 5.- ❑ We area corporation and its required:] officers:have.exercised.their 10.E Electrical repairs or additions .. 3.❑ I am a homeowner doing:all work right ofexemption per MGL 11,❑=Plumbing repairs or additions myself[No workers' comp. c:. '52; §1('4),and we have no 12:❑ Roof repairs insurance required;] t employees.[No workers' X comp. insurance required.] 13:❑Other: *Any applicant that checks box#t must.al so fill out the.sedion below showing their workers`compensation policy information: t Homeowners who submit this affidavil indicating they are doing all work and then hire outside contractors must submit a new affidavit.indicating such. :Contractors that check this box must aitaclied an additional sheet showing the name of the submcontractors and their workers'pomp.policy information. I am an employer drat is providing workers'"compensation insurance for my employees. Below is the policy and job site ` information. Insurance Company Name. WAUSAU INSURANCE.COMPANIES. Policy#or Self-.ins.:Lic.#: WCK291447:830018 Expiration Date: 1-1-2010 Job Site Address: City/State/Zip; Attach a copy of the workers'compensation policy declaration page(showing the policy number.and expiration date). Failure to sectire coverage as required under Section 25A,of MGL c. 1.52 can lead to the imposition of criminal penalties of a -fine up to$1,500..0.0 and/or one=year imprisonment,as well as civil penalties in the form of a.STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be:advised thata copy of this statement.may be forwarded to the Office of Investigations of thb;D1A for insurance coverage verification: I do hereby certify under.tlie paZns and penald! f perjury that the information provided above is true and correct Date: JANUARY 2, 2009 Si afore: c, �~ Phone.#: 7$:1-319-1014 Official use only. Do not write in this ar..ea;,to be completed by city brYown 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#: r � r a . _ r < m ' co • '` -�' Q o License to be used for M t * PCS Hyannis Oak t= pe � .only. I The Commonwealth of Massachusetts Department of Public Safety d One Ashburton Place, Room 1301 Boston, Massachusetts 02108-1618 Phone (617) 727-3200 Fax (617) 727-5732 CONSTRUCTION CONTROL DOCUMENT Project Title: HYN003IB(Oak Street ICE Barnstable) Date: Oct 14,2009 Project Location: 463 Oak Street,Barnstable,MA 02668 Scope of Project: Installation of telecommunication antennas and cables on existing guy tower,and installation of telecommunications ground equipment., In accordance with SECTION 116.0-116.4.2 of the 6th edition of the Massachusetts State Building Code,I,Marc R.Chretien,Mass. Registration Number 40313 being a registered professional Engineer/Architect hereby CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [X] Entire Project [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other(specify) for the above named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,all acceptable engineering practices and all applicable laws for the proposed project. Furthermore,I understand and agree that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved by the building permit and shall be responsible for the following as specified in section 116.2.2:** 1. Review of shop drawings, samples and other submittals of the contractor as required by the construction contract documents as submitted for the building permit,and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. I 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine,in general,if the work is being performed in a manner consistent with the construction documents.** **Requires timely notification of construction commencement by the contractor of record and timely notification(min.of 48 hours)of critical construction milestones by the contractor of record. If not notified by the contractor of record of these events,this office assumes no responsibility for the construction of the project. I shall submit periodically,in a form acceptable to the building official,a progress report together with pertinent comments. Upon completion of the work,I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. OFS Signature and Seal of registere ref ssional: 'Z MARL GJ, R. r^, o CHRETIEN —+ L> CIVIL N o.40313 Structural Analysis Report metropc.s. 463 Oak St. Barnstable Site Owner: Industrial Tower & Wireless - Barnstable II Site Hyannis, Massachusetts July 13, 2009 MEI PROJECT ID: MA00785G-09V1 MALOUF ENGINEERING INTLAC 17950 PRESTON ROAD,SUITE 720 DALLAS,TExAs 75252-5635 ■TES. 972-783-2578 FAx 972-783-2583 www.maloufengineering.com ACES ` MALOUf ENGINEERING INTL.,INC. July 13, 2009 Mr. Tom Lennon Industrial Tower & Wireless, LLC Marshfield, MA 02050 STRUCTURAL ANALYSIS Structure/Make/Model: 160 ft Guyed Tower Not Known Not Known Client/Site Name/#: Industrial Tower &Wireless / 463 Oak St Barnstable MetroPCS Owner/Site Name/#: Industrial Tower & Wireless Barnstable II MEI Project ID: MA00785G-09V1 Location: 463 Oak Street Barnstable County Hyannis, MA 02601 FCC #1006320 LAT 41-40-57.0 N LON 70-21-17.0 W EXECUTIVE SUMMARY: Malouf Engineering Int'I (MEI), as requested, has performed a structural analysis of the above mentioned structure to assess the impact of the changed condition as noted in Table 1. Based on the stress analysis performed, the existing structure is in conformance with the ANSI/TIA 222-F Standard for the loading considered under the criteria listed and referenced in the report sections - tower rated at 93.3% - Legs. The installation of the proposed changed condition of replacing the existing whip antennas and corresponding lines with MetroPCS new (6) Kathrein 800-10504 Panel Antennas onto existing Frame Mount (or replacement equivalent) at Elev. 160 ft c.l. fed with (12) 1-518' Dia. Coaxes (stacked in 2 Rows of 6 ea) is structurally acceptable provided the new lines are installed as noted on drawing in Appendix 1. MEI appreciates the opportunity of providing our continuing professional services to you. If you have any questions or need further assistance on this or any other projects please contact us. Respectfully submitted, MALOUF ENGINEERING INT'L, INC. +g". . Analysis performed by: Reviewe &Approved by: M Luan Nguyen, PE E. Mark Malouf, PE Project Engineer Massachusetts#36943 �fF����, 972-783-2578 ext. 106 mmalouf@maloufengineering.com 17950 PRESTON ROAD, SUITE 720 o DALLAS,TEXAS 75252-5635 3 TEL 972-783-2578 FAX 972-783-2583 ITW ME^rROPCS 463 OAK ST BARNSTABLE SITE TABLE OF CONTENTS 1. INTRODUCTION & SCOPE 4 2. SOURCE OF DATA 4 Background Information:-----------------------------------------------------------------------------------------4 3. ANALYSIS CRITERIA 5 Appurtenances Configuration------------------------------------------------------------------------------------5 4. ANALYSIS PROCEDURE 6 AnalysisProgram ----------------------------------------------------------------------------------------------------6 Assumptions----------------------------------------------------------------------------------------------------------6 S. ANALYSIS RESULTS 7 6. FINDINGS & RECOMMENDATIONS 8 7. REPORT DISCLAIMER 9 APPENDIX 1 - TOWER DRAWING 10 APPENDIX 2 - ANALYSIS PRINTOUT& GRAPHICS 11 MALOUF ENGINEERING INT'L,INC. MEI PROJECT ID MA00785G-09V1 - 07/13/09 - Pg. 3 This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2009, MEI,Inc. ITW / MLTROPCS 463 OAK ST BARNSTABLE SITE 1. INTRODUCTION & SCOPE A tructural analysis was performed by Malouf Engineering Int'I (MEI), as requested and authorized by Mr. Tom Lennon, Industrial Tower & Wireless, on behalf of MetroPCS, to determine the acceptance of the proposed changed conditions in conformance with the ANSI/TIA-222-F Standard, "Structural Standards for Steel Antenna Towers and Antenna Supporting Structures". The scope of this independent analysis is to determine the overall stability and the adequacy of structural members, foundations, and member connections, as available and stated. This analysis considers the structure to have been properly installed and maintained with no structural defects. Installation procedures and related loading are not with the scope of this analysis and should be performed,and evaluated by a competent person of the erection contractor. The different report sections detail the applicable information used in this evaluation, relating to the tower data, the appurtenances configuration and the wind and ice loading considered. 2. SOURCE OF DATA The following information has been used in this evaluation as source data that accurately represent the existing structure and the related appurtenances: Source Information Reference STRUCTURE Tower MEI Records Previous Structural MEI ID: MA00785G-09v0 Analysis Report Dated 03 09 09 Foundation - No Data Available Material Grade Not available -Assumed based on typ. towers of this type-refer to Appendix CURRENT APPURTENANCES MEI Records Previous Structural MEI ID: MA00785G-09v0 Analysis Re pc Dated 03 09 09 CHANGED CONDITION Industrial Tower& E-mail Instructions Dated 07/10/09 Wireless/ Mr. Tom Lennon Background Information: Based on available information, the following is known regarding this structure: DESIGNER FABRICATOR Not Known / Not Known DESIGN CRITERIA TIN EIA 222-Unknown PRIOR STRUCTURAL MODIFICATIONS Tower legs & Diagonals are previously strengthened by others. Bolt replacement and leg mid-bracing as per MEI ref job ID #MA00758G-07v2 - 07/2007. MALOUF ENGINEERING INT'L,INC. MEI PRO)EcrID MA00785G-09V1 - 07/13/09 - Pg. 4 This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2009, MEI,Inc. ITW / M18TROPCS 463 OAK ST BARNSTABLE SITE 3. ANALYSIS CRITERIA The structural analysis performed used the following criteria: CODE/ STANDARD ANSI/TIA-222-F-96 Standard LOADING CASES Full Wind: 100 Mph (fastest-mile) - with No Radial Ice Iced Case: 86.6 Mph (fastest-mile) + 0.5" Radial Ice Service: 50 Mph Aupurtenances Configuration The following appurtenances configuration has been considered: Table 1: Proposed Changed Condition Appurtenances Elev Tenant Ants I Appurtenance Model / Mount Description Lines Line size& ft Descri tion Qty Location 160 MetroPCS 6 1 KATHREIN 800-10504 (Existing Sectorized Top 12 1-5/8" PANELS Frame Mount *Note #4 [2 Rows of 6] Table 2: Current Appurtenances Elev Tenant Ants Appurtenance Model/ Mount Description Lines Line size ik ft Description Qty Location 160 1 4' LIGHTNING ROD 1 BEACON SECTORIZED TOP PLATFORM MOUNT 153 12 DB844H105T6ESX PANELS (3) SECTOR FRAME MOUNTS 12 1-1/4" 148 (2)EMPTY SIDEARM MOUNTS 137 6 APXV18-209014 PANELS (3)T-FRAME MOUNTS 12 1-1/4" 123 1 6'DIA. HP DISH ANTENNA 1 EW-WG 91 1 OB LIGHTS 1 3 4"- R.C. Notes: 1. Please note appurtenances not listed above are to be removed/not present as per data supplied. 2. (I) = internal; (E) = External; (FZ) = Within Face Zone&(OFZ) = Outside Face Zone - as per TIA-222. 3. The above antennas, mounts, and lines represent MEI's understanding of the appurtenances configuration. If different than above, the analysis is invalid. Please refer to Appendix 2 for EPA wind areas used in the calculations. Please contact MEI if any discrepancies are found. 4. New Metro PCS Antennas to go on existing sectorized mounts or equivalent new mounts. MALOUF ENGINEERING INT'L,INC. MEI PRO]EcrID MA0078513-09V1 - 07/13/09 - Pg. 5 This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2009,MEI,Inc. ITW / MgTROPCS 463 OAK ST BARNSTABLE SITE 4. ANALYSIS PROCEDURE The subject structure is analyzed for feasibility of the installation of the proposed changed condition previously noted. The data records furnished were reviewed and a computer stress analysis was performed in accordance with the TIA-222 Standard provisions and with the agreed scope of work terms and the results of this analysis are reported. Analysis Program The computer program used to model the structure is a rigorous Finite Element Analysis program, RISATower (ver. 5.3.1.0), a commercially available program developed by C- Concepts, WI and now maintained by RISA Technologies. The latticed structures members are modeled using beam/truss and cable members and the pole members using tubular beam elements. The structural parameters and geometry of the members are included in the model. The dead and temperature loads and the wind loads are internally calculated by the program for the different wind directions and then applied as external loads on the structure. Assumptions This engineering study is based on the theoretical capacity of the members and is not a condition assessment of the structure. This analysis is based on information supplied, and therefore, its results are based on and as accurate as that supplied data. MEI has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural stress analysis: • This existing tower is assumed, for the purpose of this analysis, to have been properly maintained and to be in good condition with no structural defects and with no deterioration to its member capacities ('as-new'condition). • The tower member sizes and configuration are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated. • The appurtenances configuration is as supplied and/or as stated in the report. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. • Some assumptions are made regarding antennas and mounts sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type &industry practice. • Mounts/Platforms are considered adequate to support the loading. No actual analysis of the platform/mount itself is performed, with the analysis being limited to analyzing the structure. • The soil parameters are as per data supplied or as assumed and stated in the calculations. Refer to the Appendix. If no data is available, the foundation system is assumed to support the structure with its new reactions. • All welds and connections are assumed to develop at least the member capacity, unless determined otherwise and explicitly stated in this report. All guy cable assemblies, as applicable, are assumed to develop the rated breaking strength of the wire. • All prior structural modifications, if any, are assumed to be as per data supplied/available, and to have been properly installed and to be fully effective. If any of the above assumptions are not valid or have been made in error, this analysis results may be invalided, MEI should be contacted to review any contradictory information to determine its effect. MALOUF ENGINEERING INT'L,INC. MEI PRO]Ecr ID MA00785G-09V1 - 07/13/09 - Pg. 6 This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2009, MEI,Inc. ITW/ MEYROPCS 463 OAK ST BARNSTABLE SITE S. ANALYSIS RESULTS The results of the structural stress analysis based on data available and with the previous listed criteria, indicated the following: Table 3: Stress Analysis Results Component Type Maximum , Controlling Elev. (ft)/ Pass/Fail Comment Stress Ratio Component LEGS 92.1% 90 - 85 Pass DIAGONALS 55.3% 160 - 140 Pass Bolts Control SECONDARY 3.1% 80 - 60 Pass Bolts Control HORIZONTALS TOP GIRTs 10.0% 160 - 140 t Pass Bolts Control Guys 83.0% 144 Pass BASE FOUNDATION - - Cannot No Data Available- GUY ANCHORS Determin Cannot Determine - - , Table 4: Serviceability Requirements Maximum TIA Requirement Pass/Fail Comment :Value TWIST/SWAY 0.062 De 0.861 deg pass 6' DIA. HP DISH g' 6 hz assumed Elev. 123.00ft Notes: 1. The Maximum Stress Ratio is the percentage that the maximum load in the member is relative to the allowable load as determined by Code requirements. 2. Refer to the Appendix 2 for more details on the member loads. 3. A maximum stress ratio between 100% and 105% may be considered as Acceptable according to industry standard practice. MALOUF ENGINEERING INT'L,INC. MEI PROJEcr ID MA00785G-09V1 - 07/13/09 - Pg. 7 This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2009, MEI,Inc. ITW/ / ME rROPCS 463 OAK ST BARNSTABLE SITE 6. FINDINGS & RECOMMENDATIONS ■ Based on the rigorous stress analysis results, the subject structure is rated at 93.3% of its support capacity (controlling component: Legs) with the proposed changed condition considered. Please refer to Table 3 and to Appendix 2 for more details of the analysis results. ■ Based on the stress analysis performed, the existing structure is in conformance with the ANSI/TIA 222-F Standard for the loading considered under the criteria listed and referenced in the report sections. ■ Please note that no data is available on the existing foundation, therefore its actual condition could not be determined. ■ The installation of the proposed changed condition of replacing the existing whip antennas and corresponding lines with MetroPCS new (6) Kathrein 800-10504 Panel Antennas onto existing Frame Mount(or replacement equivalent) at Elev. 160 ft c.L fed with (12) 1-5/8"Dia. Coaxes (stacked in 2 Rows of 6 ea) is structurally acceptable provided the new lines are installed as noted on drawing in Appendix 1. ■ This structure is near its support capacity for the appurtenances and loading criteria considered. Therefore, no changes to the configuration considered should be made without performing a new proper evaluation. Rigging and temporary supports required for the erection/modification shall be determined, documented, furnished and installed by the erector/contractor accounting for the loads imposed on the structure due to the proposed construction method. MALOUF ENGINEERING INT'L,INC. MEI PROJEcrID MA00785G-091/1 - 07/13/09 - Pg. 8 This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2009, MEI,Inc. ITW / METROPCS 463 OAK ST BARNSTABLE SITE 7. REPORT DISCLAIMER The engineering services rendered by Malouf Engineering International, Inc. ('MEI) in connection with this Structural Analysis are limited to a computer analysis of the tower structure, size and capacity of its members. MEI does not analyze the fabrication, including welding and connection capacities, except as included in this Report. The analysis performed and the conclusions contained herein are based on the assumption that the tower has been properly installed and maintained, including, but not limited to the following: 1. Proper alignment and plumbness. p 2. Correct guy tensions, as applicable. 3. Correct bolt tightness or slip jacking of sleeved connections. 4. No significant deterioration or damage.to any structural component. Furthermore, the information and conclusions contained in this Report were determined by application of the current "state-of-the-art" engineering and analysis procedures and formulae. MALOUF ENGINEERING INTERNATIONAL, INC. Assumes no obligation to revise any of the information or conclusions contained in this Report in the event that such engineering and analysis procedures and formulae are hereafter modified or revised. In addition, under no circumstances will MALOUF ENGINEERING INTERNATIONAL, INC. Have any obligation or responsibility whatsoever for or on account of consequential or incidental damages sustained by any person, firm or organization as a result of any information or conclusions contained in the Report, and the maximum liability Of MALOUF ENGINEERING INTERNATIONAL, INC., if any, pursuant to this Report shall be limited to the total funds actually received by MALOUF - ENGINEERING INTERNATIONAL,INC. For preparation of this Report. Customer has requested MALOUF ENGINEERING INTERNATIONAL, INC. To prepare and submit to Customer an engineering analysis with respect to the Subject Tower and has further requested MALOUF ENGINEERING INTERNATIONAL, INC. to make appropriate recommendations regarding suggested structural modifications and changes to the Subject Tower. In making such request Of MALOUF ENGINEERING INTERNATIONAL, INC., Customer has informed MALOUF ENGINEERING INTERNATIONAL, INC. that Customer will make a determination as to whether or not to implement any of the changes or modifications which may be suggested by MALOUF ENGINEERING INTERNATIONAL, INC. and that Customer will have any such changes or modifications made by riggers, erectors and other subcontractors of Customer's choice. MALOUF ENGINEERING INTERNATIONAL, INC. shall have the right to rely upon the accuracy of the information supplied by the customer and shall not be held responsible for the Customer's misrepresentation or omission of relevant fact whether intentional or otherwise. Customer hereby agrees and acknowledges that MALOUF ENGINEERING INTERNATIONAL, INC. shall have no liability whatsoever to Customer or to others for any work or services performed by any persons other than MALOUF ENGINEERING INTERNATIONAL, INC. in connection with the implementation of services including but not limited to any services rendered for Customer or for others by riggers, erectors or other subcontractors. Customer acknowledges and agrees that any riggers, erectors or subcontractors retained or employed by Customer shall be solely responsible to Customer and to others for the quality of work performed by them and that MALOUF ENGINEERING INTERNATIONAL, INC. shall have no liability or responsibility whatsoever as a result of any negligence or breach of contract by any such rigger, erector or subcontractor and that Customer and rigger, erector, or subcontractor will provide MALOUF ENGINEERING INTERNATIONAL, INC. with a Certificate of Insurance naming MALOUF ENGINEERING INTERNATIONAL,INC. as additional insured. MALOUF ENGINEERING INT'L,INC. MEI PROJECT ID MA00785G-09V1 - 07/13/09 - Pg. 9 This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2009, MEI,Inc. ITW ME'TROPCS 463 OAK ST BARNSTABLE SITE APPENDIX 1 - TOWER DRAWING } MALOUF ENGINEERING INT'L,INC. MEI PROJECT ID MA00785G-09V1 - 07/13/09 - Pg. 10 This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2009, MEI,Inc. o po TONER HEIGHT&TYPE: 160'GUYED TOWER S¢RAK: 463 OAK ST.BARNSTABLE SITE ppcC STE LOCATION: HYANNIS,BABNSTABLE,MPSSACHUSEITS f uj TOWER NANuF./MOTEL UNKNOWN N p G y ORIGINAL 03CN CRITERR: TIA/EIA-222-UNKNOWN Q ANALYSIS CRITERIA: TIA•222-F•100/86.6 MPH+0'/1/2'ICE ELEVATION SECTION LEG BOLTS DIAG.BOLTS r! Z Ff. NUMBER_ /DIA., (QTY./DIAJ 0E�-� '--T F 7 O'-140' 11/2' W Q CT 14O-160' 8 1fi 1 2' 2 1 2' O OWNER:INDUSTRIAL TOWER �i w 9 NOTE:ALL BOLTS A325N UNLESS NOTED OTHERWISE. BARNSTABIE II SITE O J W Go ELrl ¢ OD VI lL CD � � Q Z � � EXIST TOP LIGHTNING ROD 6 BEACON ELEV.160' JEIIST1212 15'x2.5'D1A.WHIP +(1)12'Hx2.5'CIA.WHIP. +(1)21'Hx2.5'CIA.WHIP ANTENNA o +(1)3'x 6'PARAFlER00. ;k12D ELEV.160-0'(TO BE REMOVED) ELEV.160' PROP(6)KATHREIN 800-30504 PANELS ELEV.160'-D'(METRO PCS) 102 LAYOUT:GUY ANCHORS E%IST SECTORIZED FRAME MNT. SCALE:NOT TO SCALE ELEV.160'-0' EXIST(12)4'Hx6'W PANEL ANTS.(DBB44H1O5) _ o ON(3)SECTOR MOUNTS '4 ELEV.144' ELEV.1S3'-O'3 r ELEV.140' h zg EXIST(6)RFS AP%V18-309014 PANEL ANTS. - ON(3)T•FRAME MOUNTS ¢ ELEV. 137'-0't C.L. O EXIST.GROUND TO TOP 0 PROP 02)1 S/W DIA.COAXES ;WO LINE TO 123'3 ¢ TO ELEV.160'-0-(METRO PCS) r CONDUIT TO 91'3 _ELEV.13V (IN 2 ROWS OF 6) E%IST(1)V HP DISH ANTENNA EXIST.(12)1 1/4-CIA.COAX > ELEV.12 '! TO ELEV.137'-0't <p 5 2 kd 4> O E%IST.(3)7/8'DIA.COAXES �I ELEV.120' B(1)1/2'D..COAX TO ELEV.160'-0' (TO BE REMOVED) O Off\ 000� H i �E%IST.(12)1 1/4'CIA.COAX - m TO ELEV.153'•0"! ELEV.105' 103 SCHEMATIC Tx LINE LAYOUT ` ELEV.300' x SCALE:NOT TO SCALE r f1 _ELEV.95' OR,LIGHTS ELEV.91'-0- of ELEV.80' s� �a E ELEV.]O' N x c4 M 'Lv Ry TOWER X-SECTION (n ELEV.60' 4- 'I' W J x m U ELEV.4V m "' C � � C� ELEV.35' 1 Y ! l/1 0 z �r M tD ELEV.20' ANC o o g °O E P a s ELEV.0' 314'•0' z- 162'-0' 1701•0' o- - a� O ELEVATION:160 GUYED TOWER E= 101 SCALE:1'.151 SO "E NL RILMS RESDNED. MS ORWWRG IS THE PROPERY OF u F ERCIxEF1UNL WTDtI C. NF!uSF.RCPROOUCIgx,MNUFR pY10NRE,OR OSIRIBUFM 11 wHOIE OR IN PIFI MMOUi IFFFEN PERNISSW OF 10.WC.15 STRICT11 PFONWIIEO. is_ ITW / WTROMS 463 OAK ST BARNSTABLE SITE APPENDIX 2 - ANALYSIS PRINTOUT & GRAPHICS MALOUF ENGINEERING INT'L,INC. MEI PROJEcrlo MA00785G-09V1 - 07/13/09 - Pg. 11 This report is not to be reproduced or copied in whole or in part without MEI's written consent. 2009, MEI,Inc. _ 1600 ft R=161.00 ft(47) Um n I.�I xZi@i �I - J i l i 144.0 ft I_ i I i i �,\s ! ! ; 1 140.0 ft _ try 6`ys ;a I) 130.0 ft R=144.00 R-10 R-180.00 R I H i I I I oe oe I&It30b4ryhby) RR (-1 i !J ! I ? PLAN I �Z 1200ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION n 4'LIGHTNING ROD(E) 1160 (4)DB844H105T6ESX w/PIPE MNT. 053 ! x o x o !BEACON(E) 160 (E) 105.0 ft - SECTORIZED TOP PLATFORM I160 (4)DB844H105T6ESX w/PIPE MNT 153 ! MOUNT(E) (E)_—__..—.._--_-_ .—__..._ (2)KATHREIN 800-10504 PANELS (160 EMPTY SIDEARM MOUNT(E) 148 100.0 ft yS (METRO PCs/P) EMPTY SIDE ARM MOUNT(E) 148 _ (2)KATHREIN 800-10504 PANELS 1160 (3)T-FRAME MOUNTS(E) 1137 ) (METRO PCS/P) (2)APXV18-209014 w/PIPE MNT.(E)1137 i I i i 95.0 ft ,t"' (2)KATHREIN 800-10504 PANELS I160 -(2)APXV1B-209014 w/PIPE MNT. E)1137_—_ _ ! I 9 METRO PCs/P — — ij\ ( ) (2)APXV18-209014 w/PIPE MNT.(E)1137 ! I ' !�(., �� (3)SECTOR FRAME MOUNTS(E) 153 O 1123 90.0 fl a (4)DB844H105T6ESX w/PIPE MNT. I153 OB LIGHTS DIA.HP DISH E 191 j O t j 185.0 ft .. i MATERIAL STRENGTH 80.0ft %` GRADE Fy Fu GRADE Fy Fu a I ! ! I A572-50 50 ksi 65 ksi A36 136 ksi 158 ksi TOWER DESIGN NOTES 70.0 it 1. Tower is located in Barnstable County,Massachusetts. 2. Tower designed for a 100 mph basic wind in accordance with the TIAJEIA-222-F Standard. 3. Tower is also designed for a 87 mph basic wind with 0.50 in ice. 4. Deflections are based upon a 50 mph wind. s?� 5. TOWER RATING:92.1% ! I 60.0 ft J i Imo' i I !N ! I 40.0 ft i I 35.0 ft 1/ /Tc10 77 N I i I 20.0 RR i i i i i l - ! i !Zi I Iy" 7 K K 23 K \I O.Oft T J i i I I iK� 16K 9K I 96 K Axial R=144.00 ft I¢=162.00 ft(Torque) R=1 O I p v v 1 kip70.00 H WIC A I a'IT!al� Y �15i�I i3lm H ? &!�I=Ic�!�. Im rn lot o'1 (n J JIO OI F jf/7!himllLlat Malouf Engineering Int'1,Inc. lob: 160 FT GT, 463 OAK ST.BARNSTABLE SITE 17950 Preston Road;Suite#720 Proled:MA007850-09111 Dallas,TX 75252 Client: INDUSTRIAL TOWER&WIRELESS/METRO PC Drawn by LNguye APPd' ma!oufengineering.com Phone:(972)783-2578 C01e: TIA/EIA-222-F Date:07/13/09 Sale: NTS FAX: 972 783-2583 Path'CAMEIPMW3109 DATAIGnMA007a5G-09VINA00785G-09V1.eri Dwg No.E-1 h � TIAIEIA-222-F-100 mph/87 mph 0.5000 in Ice Leg Capacity Leg Compression (K) 100 50 c Minimum 0 Maximum a -50 -100 160.00' ; I 1160.00 1 1 1 1 1 1 1 1 ! I I ! I I I I I 1 I 1 I 1 1 1 1 1 1 I I 1 14400' — _ naa.00 1 - 140.OQ 1 1 I i 1 t 1 1 1 1 _____ ______I___ ___ ___I___ 1 .'.__ __ I __________I___ ___ -i140.00� I I 1 ! I 1 1 I l 11 1 I I I 1 130.0 f 1 1 1 1 1 1 r l 1 1 1 1 1 130.00 -'-------=---I------- r 120.00: j I 1 1 1 I I 1 1 I I I I I I 1 1 1 11 I 1 1 1 1 1 1 I I 1 1 1 1 ! I I I 1 105.0 f :_ 1 1 ._! 1105.00 100.00 I __.__L 1 !. 1 1 I 95.00 I I 1 I 1 I 1 I 1 I :. _�'�95.00 F- -� __--- IJ __ 1 I ! 90.06, ______ ___i90-00 ^ I 8500 1 1: = i 1 I• 1 1 i I 1 1 I 1 f 1 1 1 1 .2 80_00 ____ ___,1_____ __I__I;_____ ____i___F___I___�___80�_00 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 11 1 I I I I W 70.00 (I i70.00 j 1 1 1 1 1 1 1 1 I 1 I I 1 1 1 L• 1 I I I 1 i I 1 1 r 1 I 1 1 1 1 OW_ 1 1 ! I 1 I 1 r I I 1 1 1 60.00 1 I I 1 1 I I i I I l 1 1 I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 1 I I I 1 I a0_OU 1 1 1 1 1 1 1 1 I 1 1 I 1 40.00______I___ ___i_-_I___T___'_______ _-I___-_.__i_ ____i___i___I___i____ 3500i 1 1 1 t r G 1 1 1 1 135.00 I I I I I I I I 1 I I ! 1 I I I I 1 I I I I I I I I I I I 1 1 I i 20_ODt. 20.00 1 f I I 1 I 1 I 1 I I 1 1 I I I I I I I I 1 I I I I 1 I I I I I I II ,J I I I 1 1 1 I I I I I` O.DV :7 �0.00 100 50 - <-Minimum 0 Maximum-> -50 - -100 am e1ClxfWlx6fw,w. Malouf Engineering Intl,Inc. °bt 160 FT GT, 463 OAK ST.BARNSTABLE SITE Fi, ff" , 17950 Preston Road;Suite#720 Project MA00785G-09V1 cmzm Dallas,TX 75252 client:INDUSTRIAL TOWER&WIRELESS/METRO PC Drawn cY LNguye APPd' mal°utengineering.com Phone:(972)783-2578 Code: TIA/EIA-222-F oate:07/13/09 Scala: NTS FAX: 972 783-2583 Path'CAMEIPm.t W DATAIG71MA00785G-09V1VAA00785G-09V1.en Dwg No.E-3 TIA/EIA-222-F-100 mph/87 mph 0.5000 in Ice Maximum Values Vx Vz Mx Mz Global Mast Shear(K) Global Mast Moment(kip-ft) 0 5 10 - 15 0 50 100 - 150 160_0 a' z .160.00 144.D j 140- 00 - I 130.00 i I L r \I r rl :h30.00 ___ __I-_--I____ _ .-_ j I I 'I 120.0 I___ !__ __ _________ ____ ____ i I I r I I - I :� 1 I - I ! I , , I r I I I I I I W I I • I : 1 I � I I I I I, I I 4 I I I I I ! • 105.00 I � I I � I I I I I .� � I 1 I I �I I- I I I I • 100.00 950 __ -- 9500 _ __ _.__ _.,.. 90.0 1 1 I I , I I I. e i 90 I 00 I I I I 800 I_ __I____-_ -_a__ BS00 _ v 85.0 o 1 1 - " __ I_ : _-1_____I__�_i__I__ __I__r__I8000 II - W 70.00 !7000 - I I I I a I I I I //1'-- t I I I I I I - r - 1I I I I I I I 11 1 I lii , L I I I I � I I IIIIII 111i II• �� IIII 1 i 160.00 r. 1V, 4 I r 1 1 40.0 II i t II. _I -I 40.00 35.00 \� j I I 1 r I ;35.00 I I I i I I I I I I I I I I H I I I I I I 20.0 _!__ ! : r i i20.00 0.0 \ 1�0.00 0 5 10 15 0 50 100 150 pYOW elLltlF= I Malouf Engineering Int'1,Inc. lob:160 FT GT, 463 OAK ST.BARNSTABLE SITE 17950 Preston Road;Suite#720 Proted:MA0078513-09W Dallas,TX 75252 aienc INDUSTRIAL TOWER&WIRELESS/METRO PC Drawn by:LNguye maloutengineering.com Phone:(972)783-2578 Code: TIA/EIA-222-F Date:07/13/09 Scale: NTS FAX: 972 783-2583 Path:C:\MEIPro ects109 DATA\GTIMAD0785G-0gV11MA00785C WVt.en D'"'g No.E-4 TIA/EIA-222-F -Service-50 mph Maximum Values Tilt(deg) Deflection (in) 0 0.05 0.1 Twist(deg) 0 0.5 1 1.5 2 0 005 0.1 1 so.od t I t i 1 i 1 1 1 I 1 I ! 11 I 144.00 ti !14_4_,00 140.00 I ' t 1 ---- -- --;-- :--!- , r--,, I-�r T--;-----nao.00 1 I 1 ! I I I I I I r I I I I I f 1 130.0 1_i_1_ [3-00 I ------- t 1 1 ! t 1 1 1 1 ! t I t t 120.0 1 _I__1__I__J_ -- I_ I __I!_1__I_-J-- --`-_1-- hz000 t 1 1 ! I t t t 1 1 I I I I I t I I I I i 1 t 1 ! I I ;t - I I I ! ! 105.00...J_-_! t -'-'!- -.-'—'---tt11---'�-�—`-- I "-_ 105.00 90 700.0 I I I i I I I 1 1 1 I 1 1 1 �7 I I I I i d � I t.J_t_ ___________ ____________ 95.00 _ I 90.0 yJ_I_ J- ;90.00 ^ 1 v 85_0 __i__ I__ __I_ __I__ _ ____!__85.00 ,�I I I I I I O l0 I r 1 I I I I I I I I I I I I I I I t t 1 1 ti > 1 W 70.00 1 1 ! t 1; t I 1 i t t ! 70.00 i' !I t t ! t tI1 1 1 I l t t t I t ! i 60.0 '60.00 ._ 'r I - I'--I-- -t -- -I-- -- --1- --1- �- -- - - t t 1 I 1F r 1I 11I = ! 1 --- ao_oo 35.0000 t l tli t I I — - - _ 0 i-� J I I I I I I I I i I I I I I I I I I I I I I I I 0.00 ( ! I I 0 0.5 1 1.5 2 I 0 0.05 0.1 0 0.05 0.1 mum a!�t!_ � Malouf Engineering Int 7,Inc. °b'160 FT GT, 463 OAK ST.BARNSTABLE SITE PI, 17950 Preston Road;Suite#720 Projec1'MA00785G-09V1 Dallas,TX 75252 Client INDUSTRIAL TOWER&WIRELESS/METRO PC Drawn by*LN9uye APP d' malodengineering.com Phone:(972)783-2578 Code' TIA/EIA-222-F Date:07/13/09 1 scale: NTS FAX: 972 783-2583 Path:C.WEIProWs709 DATAXGTMA00785G-09VIWA00785G09Vt.en °"g N0 E-5 Feedline Distribution Chart 0'-160' Round Flat App In Face _ App Out Face Truss leg 160.00 Face A Face B Face C _ ,6D.DD 753.00 153.00 144.00 i 144.00 If 140.00 - __�140.00 _____ _ _ ------------ ------------ 137.00 ------------ ----------_I 137.00 t 130.00 1130.00 1 ______-_____ 123.00 _ 123.00 120.00 120.00 i I 105.00 1os.ao 100.00 95_0095.00 _ __________ _________ 90_00- ______ ____ __. 91.00 _________- I 97.00 $ 85.0o o _ 6s.00 Z_ ------------ ------------ ------------ ------------ ---z----- ---- ---a - IJO i80.00 z '80.00 ____________ ____________ __-________Q ____________ -___-_ ____ ___j ___ > or W 52 N l0 m LU 70.00 3 70A0 N 1 60_00 -- w ---__ ____ - 60.00 r i c U 40_00 _____ ____________ ________-___ tt 4oA0 35.00 I i 35.00 20.00 20.00 i E 0.00 _ 0.00 Malouf Engineering Int'1,Inc. °b'160 FT GT, 463 OAK ST.BARNSTABLE SITE 17950 Preston Road;Suite#720 Project:MA00785G-09V1 Dallas,TX 75252 Client: INDUSTRIAL TOWER&WIRELESS/METRO PC Df M by LNguye APPd" maloutengineedng.com Phone:(972)783-2578 Code' TIA/EIA-222-F Date:07/13/09 Scale' NTS FAX: 972 783-2583 Path.C:,MEIP.J.N,09 DATA\GRMA00785G-09V1\MAD0785G-09V1.en Dwg No.E-7 Job Page RI-S-Tower 160 FT GT, 463 OAK ST. BARNSTABLE SITE 1 of 9 Malouf Engineering Int'1,Inc. Project Date 17950 Preston Road;Suite#720 MA00785G-09V1 12:04:17 07/13/09 Dallas,TX75252 Client Designed by Phone:(972)783-2578 INDUSTRIAL TOWER&WIRELESS/METRO PCs en LN u FAX.-(972)783-2583 9 y Tower Input Data. The main tower is a 3x guyed tower with an overall height of 160.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 4.17 ft at the top and 4.17 ft at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Tower is located in Barnstable County,Massachusetts. Basic wind speed of 100 mph. Nominal ice thickness of 0.5000 in. Ice density of 56 pcf. A wind speed of 87 mph is used in combination with ice. Temperature drop of 50'F. Deflections calculated using a wind speed of 50 mph. Pressures are calculated at each section. Safety factor used in guy design is 2. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Options Consider Moments-Legs J Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals 4 Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification 4 Use Clear Spans For Wind Area Ignore Redundant Members in FEA 4 Use Code Stress Ratios 4 Use Clear Spans For KL/r q SR Leg Bolts Resist Compression 4 Use Code Safety Factors-Guys 4 Retension Guys To Initial Tension 4 All Leg Panels Have Same Allowable Escalate Ice Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz 4 Use Azimuth Dish Coefficients 4 Consider Feedline Torque Use Special Wind Profile 4 Project Wind Area of Appurt. 4 Include Angle Block Shear Check 4 Include Bolts In Member Capacity Autocalc Torque Arm Areas r777Pdles Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction 4 Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Wind 180 �-Le9 A Wind 90 d gym° e Leg Z Leg B �- tG FaceC Frye Wind 0 Sumer 8 Sta nount Guyed To Pa l@liilrTowe lob 160 FT GT, 463 OAK ST. BARNSTABLE SITE 9e 2 of 9 Malouf Engineering Intl,Inc. Project Date 17950 Preston Road,Suite#720 MA00785G-09V1 12:04:17 07/13/09 Dallas,TX75252 Client Designed by Phone:(972)783-2578 INDUSTRIAL TOWER&WIRELESS/METRO PCS en LN u FAX(972)783-2583 g Y Tower Section Geomet cont'd Tower Leg Leg Leg Diagonal Diagonal. Diagonal Elevation Type Size Grade Type Size Grade r T1 160.00-140.00 Equal Angle L4x4x1/4 A572-50 Equal Angle L2x2x1/4 A36 (50 ksi) (36 ksi) T2 140.00-130.00 Equal Angle L3x3x1/4 A572-50 Equal Angle Ll 1/2x1 1/2x1/4 A36 (50 ksi) (36 ksi) T3 130.00-120.00 Arbitrary Shape V3 x3x 1/4+L2x2x 1 A A572-50 Equal Angle L11/2xI1/2x1/4 A36 (50 ksi) - (36 ksi) T4 120.00-100.00 Arbitrary Shape V3 x3x 1/4+L2x2x 1 A A572-50 Equal Angle L1 1/2xI 1/2x1/8 A36 (50 ksi) (36 ksi) T5100.00-95.00 Arbitrary Shape V3 x3x 1/4+L2x2x 1/4 A572-50 Equal Angle Ll 1/2x I 1/2x 1/8 'A36 (50 ksi) (36 ksi) T6 95.00-90.00 Equal Angle L3x3xl/4 A572-50 Equal Angle Ll 1/2x1 I/2x1/8 A36 (50 ksi) (36 ksi) T790.00-85.00 Equal Angle L3x3x1/4 A572-50 Equal Angle Ll 1/2x11/2x1/8 A36' _ (50 ksi) (36 ksi) T8 85.00-80.00 Equal Angle L3x3xl/4 A572-50 Equal Angle Ll 1/2x1 1/2x1/8 A36 (50 ksi) (36 ksi) T9 80.00-60.00 Equal Angle L3x3xl/4 A572-50 Equal Angle Ll 1/2x1 1/2x1/4 A36 (50 ksi) (36 ksi) T1O 60.0040.00 Equal Angle L3x3x1/4 A572-50 Equal Angle Ll 1/2x1 1/2x1/4 A36 (50 ksi) (36 ksi) ,. T11 40.00-20.00 Equal Angle L3x3xl/4 A572-50 Equal Angle Ll 1/2x1 1/2x1/8 A36 (50 ksi) (36 ksi) T12 20.00-0.00 Equal Angle L3x3x1/4 A572-50 Equal Angle Ll 1/2x1 1/2x1/8 A36 (50 ksi) (36 ksi) Tower Section Geometry cont'd Tower Top Girt Top Girt Top Girt Bottom Girt, Bottom Girt Bottom Girt Elevation Type Size Grade Type Size r Grade T1 160.00-140.00 Equal Angle L2x2x1/4 A36 Equal Angle A36 (36 ksi) (36 ksi) Tower Sectioh' Geomet ` cont'd Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Horizontal Type Grade _ Grade r T8 85.00-80.00 Equal Angle L2x2x1/4- ,,. A36 Equal Angle A36 (36 ksi) .(36 ksi) T9 80.00-60.00 Equal Angle L2x2xl/4 A36 Equal Angle r A36 (36 ksi) (36 ksi) TIO 60.00-40.00 Equal Angle 'L2x2xl/4 A36 - Equal Angle A36 (36 ksi) (36 ksi) TI 1 40.00-20.00 Equal Angle L2x2x1/4 A36 Equal Angle A36 (36 ksi) (36 ksi) T12 20.00-0.00 Equal Angle L2x2x1/4 A36 Equal Angle A36 (36 ksi) (36 ksi) . Job Page 1► 1 'Ower� 160 FT GT, 463 OAK ST. BARNSTABLE SITE 3 of 9 Malouf Engineering Intl,Inc. Project Date 17950 Preston Road,'Suite#720 MA00785G-09V1 12:04:17 07/13/09 Dallas,TX75252 client Designed by Phone:(972)783-2578 INDUSTRIAL TOWER&WIRELESS/METRO PCS LN u en FAX.'(972)783-2583 g y Tower Section Geometry cont'd Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation Connection ft Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. • Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in T1160.00- Flange 0.5000 16 0.5000 2 0.5000 1 0.5000 0 0.6250 0 0.0000 0 0.0000 0 140.00 A325N A325N A325N A325N A325N A325N A325N T2140.00- Flange 0.5000 0 0.5000 1 0.5000 0 0.0000 0 0.6250 0 0.0000 0 0.0000 0 130.00 A325N A325N A325N A325N A325N A325N A325N T3130.00- Flange 0.5000 16 0.5000 1 0.5000 0 0.0000 0 0.6250 0 0.0000 0 0.0000 0 120.00 A325N A325N A325N A325N A325N A325N A325N T4120.00- Flange 0.5000 16 0.5000 1 0.5000 0 0.5000 0 0.6250 0 0.0000 0 0.0000 0 100.00 A325N A325N A325N A325N A325N A325N A325N T5100.00- Flange 0.5000 0 0.5000 1 0.5000 0 0.5000 0 0.6250 0 0.0000 0 0.0000 0 95.00 A325N A325N A325N A325N A325N A325N A325N T6 95.00-90.00 Flange 0.5000 16 0.5000 1 0.5000 0 0.0000 0 0.6250 0 0.0000 0 0.0000 0 A325N A325N A325N A325N A325N A325N A325N T7 90.00-85.00 Flange 0.5000 0 0.5000 1 0.0000 0 0.0000 0 0.6250 0 0.0000 0 0.0000 0 A325N A325N A325N A325N A325N A325N A325N T8 85.00-80.00 Flange 0.5000 0 0.5000 1 0.0000 0 0.5000 0 0.6250 0 0.0000 0 0.0000 0 A325N A325N A325N A325N A325N A325N A325N T9 80.00-60.00 Flange 0.5000 16 0.5000 1 0.5000 0 0.5000 0 0.6250 0, 0.0000 0 0.5000 1 A325N A325N A325N A325N A325N A325N A325X T10 60.00- Flange 0.5000 16 0.5000 1 0.5000 0 0.5000 0 0.6250 0 0.0000 0 0.5000 1 40.00 A325N A325N A325N A325N A325N A325N A325X T1140.00- Flange 0.5000 16 0.5000 1 0.5000 0 0.5000 0 0.6250 0 0.0000 0 0.5000 1 20.00 A325N A325N A325N A325N A325N A325N A325X T12 20.00-0.00 Flange 0.5000 16 0.5000 1 0.5000 0 0.5000 0 0.6250 0 0.0000 0 0.5000 1 A325N A325N A325N A325N A325N A325N A325X Guy Data Guy Guy Guy Initial % Guy Guy L° Anchor Anchor Anchor End Elevation Grade Size Tension Modulus Weight Radius Azimuth Elevation Fitting Adj. Efficiency _ J K ksi plf ft t t % 35 EHS A 1/2 2.69 10% 23000 0.517 157.31 151.00 0.0000 -17.00 100% B 1/2 2.69 10% 23000 0.517 148.46 144.00 0.0000 -10.00 100% C 1/2 2.69 10% 23000 0.517 154.19 1150.00 0.0000 -10.00 100% 70 EHS A 1/2 2.69 10% 23000 0.517 172.06 151.00 0.0000 -17.00 100% B 1/2 2.69 10% 23000 0.517 162.51 144.00 0.0000 -10.00 100% C 1/2 2.69 10% 23000 0.517 167.75 150.00 0.0000 -10.00 100% 105 EHS A 1/2 2.69 10% 23000 0.517 211.20 175.00 0.0000 -17.00 100% B 1/2 2.69 10% 23000 0.517 196.56 162.00 6.0000 -10.00 100% C 1/2 2.69 10% 23000 0.517 203.10 170.00 0.0000 -10.00 100% 144 EHS A 5/8 4.24 10% 23000 0.813 240.64 183.00 0.0000 -17.00 100% B 5/8 4.24 10% 23000 0.813 226.34 170.00 0.0000 -10.00 100% C 5/8 4.24 10% 23000 0.813 230.77 176.00 0.0000 -10.00 100% Guy Data cont'd Guy Cable Cable Cable Cable Tower Tower Tower Tower Elevation Weight Weight Weight Weight Intercept Intercept Intercept Intercept A B C D A B C D ft K K K K JI ft t 35 0.08 0.08 0.08 2.37 2.11 2.28 2.7 sec/pulse 2.5 sec/pulse 2.6 sec/pulse _NIS A•Tow,er Job 160 FT GT, 463 OAK ST. BARNSTABLE SITE Page4 of 9 Malouf Engineering Intl,Inc. Project Date 17950 Preston Road;Suite#720 MA00785G-09V1 12:04:17 07/13/09 Dallas,TX75252 Client Designed by Phone:(972)783-2578 INDUSTRIAL TOWER&WIRELESS/METRO PCS FAX.-(972)783-2583 LNguyen Guy Cable Cable Cable Cable Tower Tower Tower Tower Elevation Weight Weight Weight Weight Intercept Intercept Intercept Intercept A B C D A B C D ft K K K K ft t ft ft 70 0.09 0.08 0.09 2.82 2.52 2.69 2.9 sec/pulse 2.7 sec/pulse 2.8 sec/pulse 105 0.11 0.10 0.11 4.24 3.68 3.92 3.6 sec/pulse 3.3 sec/pulse 3.4 sec/pulse 144 0.20 0.18 0.19 5.47 4.84 5.04 4.0 sec/pulse 3.8 sec/pulse 3.9 sec/pulse Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Component Placement Total Number Clear Width or Perimeter Weight or Shield Type Number Per Row Spacing Diameter Leg ft in in in p! GROUND LINE C Yes Ar(CfAe) 160.00-0.00 1 1 0.3125 0.1800 0.26 BEACON LINE C Yes At(CfAe) 160.00-0.00 1• 1 0.8482 0.8482 0.29 1 1/4 B Yes At(CfAe) 153.00-0.00 12 12 0.5000 1.5500 0.66 1 1/4 A Yes At(CfAe) 137.00-0.00 12 6 0.5000 1.5500 0.66 EW C Yes At(CfAe) 123.00-0.00 1 1 1.7426 1.7426 0.59 Rigid Conduit C Yes Ar(CfAe) 91.00-0.00 1 1 1.1500 1.1500, 0.70 1 5/8 C Yes Ar(CfAe) 160.00-0.00 12 6 0.5000 1.9800 1.04 (METRO PCS/P) DiscreteTower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft 0 ft fry f? K f ft 4'LIGHTNING ROD C From Leg 0.00 0.0000 160.00 No Ice 0.30 0.30 0.01 (E) 0.00 1/2"Ice 0.55 0.55 0.02 2.00 BEACON C From Leg 0.00 0.0000 160.00 No Ice 1.75 1.75 0.07 (E) 0.00 1/2"Ice 2.50 2.50 0.12 2.00 SECTORIZED TOP A None 0.0000 160.00 No Ice 36.00 36.00 1.45 PLATFORM MOUNT 1/2"Ice 43.00 43.00 2.10 (E) (4)DB844H105T6ESX w/ A From Leg 3.00 0.0000 153.00 No Ice 3.45 4.91 0.06 PIPE MNT. 0.00 1/2"Ice 4.10 6.10 0.10 (E) 0.00 (4)DB844H105T6ESX w/ B From Leg 3.00 0.0000 153.00 No Ice 3.45 4.91 0.06 PIPE MNT. 0.00 1/2"Ice 4.10 6.10 0.10 (E) 0.00- (4)DB844H105T6ESX w/ C From Leg 3.00 0.0000 153.00 No Ice 3.45 4.91 0.06 PIPE MNT. 0.00 1/2"Ice 4.10 6.10 0.10 (E) 0.00 (3)SECTOR FRAME A None 0.0000 153.00 No Ice 46.00 46.00 1.65 MOUNTS 1/2"Ice 58.00 58.00 2.25 (E) EMPTY SIDE ARM A From Face 2.50 0.0000 148.00 No Ice 6.50 6.50 0.20 MOUNT 0.00 1/2"Ice 9.50 9.50 0.31 (E) 0.00 EMPTY SIDE ARM B From Face 2.50 0.0000 148.00 No Ice 6.50 6.50 0.20 MOUNT 0.00 1/2"Ice 9.50 9.50 0.31 f . Job Page JS IT �'e 160 FT GT, 463 OAK ST. BARNSTABLE SITE 5 of 9 Malouf Engineering Intl,Inc. Project Date 17950 Preston Road.Suite#720 MA00785G-09V1 12:04:17 07/13/09 Dallas,TX75252 Client Designed by Phone:(972)783-2578 INDUSTRIAL TOWER&WIRELESS/METRO PCS LN u en FAX.-(972)783-2583 9 y Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert fr ft fig fiz K ft t (E) 0.00 (2)APXV 18-209014 w/PIPE A From Leg 3.00 0.0000 137.00 No Ice 4.05 3.67 0.06 MNT. 0.00 1/2"Ice 4.73 4.88 0.09 (E) 0.00 (2)APXV 18-209014 w/PIPE A From Leg 3.00 0.0000 137.00 No Ice 4.05 3.67 0.06 MNT. 0.00 1/2"Ice 4.73 4.88 0.09 (E) 0.00 (2)APXV 18-209014 w/PIPE A From Leg 3.00 0.0000 137.00 No Ice 4.05 3.67 0.06 MNT. 0.00 1/2"Ice 4.73 4.88 0.09 (E) 0.00 (3)T-FRAME MOUNTS A None 0.0000 137.00 No Ice 32.00 32.00 1.20 (E) 1/2"Ice 41.00 41.00 1.90 OB LIGHTS C From Face 0.00 0.0000 91.00 No Ice 2.00 2.00 0.05 (E) 0.00 1/2"Ice 3.00 3.00 0.07 0.00 (2)KATHREIN 800-10504 A From Leg 4.00 0.0000 160.00 No Ice 3.81 3.52 0.04 PANELS 0.00 I/2"Ice 4.49 4.75 0.07 (METRO PCS/P) 0.00 (2)KATHREIN 800-10504 B From Leg 4.00 0.0000 160.00 No Ice 3.81 3.52 0.04 PANELS 0.00 1/2"Ice 4.49 4.75 0.07 (METRO PCS/P) 0.00 (2)KATHREIN 800-10504 C From Leg 4.00 0.0000 160.00 No Ice 3.81 3.52 0.04 PANELS 0.00 1/2"Ice 4.49 4.75 0.07 (METRO PCS/P) 0.00 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Harz Adjustment Beam Diameter Area Leg Lateral Width Vert f 0 ft ft ft, K 6'DIA.HP DISH C Paraboloid From 0.00 34.0000 0.8611 123.00 6.00 No Ice 28.27 0.38 (E) w/Shroud(HP) Leg 0.00 1/2"Ice 29.07 0.62 0.00 Load Combinations Comb. Description No. 1 Dead Only 2 Dead+Wind 0 deg-No Ice+Guy 3 Dead+Wind 30 deg-No Ice+Guy 4 Dead+Wind 60 deg-No Ice+Guy 5 Dead+Wind 90 deg-No Ice+Guy 6 Dead+Wind 120 deg-No Ice+Guy 7 Dead+Wind 150 deg-No Ice+Guy 8 Dead+Wind 180 deg-No Ice+Guy 9 Dead+Wind 210 deg-No Ice+Guy 10 Dead+Wind 240 deg-No Ice+Guy I I Dead+Wind 270 deg-No Ice+Guy 12 Dead+Wind 300 deg-No Ice+Guy 13 Dead+Wind 330 deg-No Ice+Guy _- Tower Job Page 160 FT GT, 463 OAK ST. BARNSTABLE SITE 6 of 9 Malouf Engineering Intl,Inc. Project Date 17950 Preston Road;Suite#720 MA00785G-09V1 12:04:17 07/13/09 Dallas,TX 75252 Client Designed by Phone:(972)783-2578 INDUSTRIAL TOWER&WIRELESS/METRO PCS LN u en FAX.-(972)783-2583 9 y Comb. Description No. 14 Dead+Ice+Temp+Guy 15 Dead+Wind 0 deg+Ice+Temp+Guy 16 Dead+Wind 30 deg+Ice+Temp+Guy 17 Dead+Wind 60 deg+Ice+Temp+Guy 18 Dead+Wind 90 deg+Ice+Temp+Guy 19 Dead+Wind 120 deg+Ice+Temp+Guy 20 Dead+Wind 150 deg+Ice+Temp+Guy 21 Dead+Wind 180 deg+Ice+Temp+Guy 22 Dead+Wind 210 deg+Ice+Temp+Guy 23 Dead+Wind 240 deg+Ice+Temp+Guy 24 Dead+Wind 270 deg+Ice+Temp+Guy 25 Dead+Wind 300 deg+Ice+Temp+Guy 26 Dead+Wind 330 deg+Ice+Temp+Guy 27 Dead+Wind 0 deg-Service+Guy 28 Dead+Wind 30 deg-Service+Guy 29 Dead+Wind 60 deg-Service+Guy 30 Dead+Wind 90 deg-Service+Guy 31 Dead+Wind 120 deg-Service+Guy 32 Dead+Wind 150 deg-Service+Guy 33 Dead+Wind 180 deg-Service+Guy 34 Dead+Wind 210 deg-Service+Guy 35 Dead+Wind 240 deg-Service+Guy 36 Dead+Wind 270 deg-Service+Guy 37 Dead+Wind 300 deg-Service+Guy 38 Dead+Wind 330 deg-Service+Guy Maximum` Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Guy C @ 150 ft Max.Vert 10 -0.14 -0.46 0.26 Elev-10 ft Azimuth 240 deg Max.H. 10 -0.14 -0.46 0.26 Max.H. 17 -6.37 -13.31 7.69 Min.Vert 17 -6.37 -13.31 7.69 Min.H. 17 -6.37 -13.31 7.69 Min.H. 10 -0.14 -0.46 0.26 Guy B @ 144 ft Max.Vert 6 -0.12 0.40 0.23 Elev-10 ft Azimuth 120 deg Max.H 25 -6.71 13.44 - 7.76 Max.H, 25 -6.71 13.44 7.76 Min,Vert 25 -6.71 13.44 7.76 Min.H. 6 -0.12 0.40 0.23 Min.Hz 6 -0.12 0.40 0.23 Guy A @ 151 ft Max.Vert 2 -0.15 0.00 -0.49 Elev-17 ft Azimuth 0 deg Max.H. 24 -3.97 0.55 -8.95 Max.H, 2 -0.15 0.00 -0.49 Min.Vert 21 -6.93 0.00 -15.21 Min.H. 18 -3.96 -0.55 -8.93 Min.H. 21 -6.93 0.00 -15.21 Guy C @ 170 ft Max.Vert 10 -0.04 -0.03 0.02 Elev-10 ft Azimuth 240 deg Max.H. 10 -0.04 -0.03 0.02 Max.H. 17 -5.70 -7.55 4.36 Job Page R-I-S- �I Owl e,r 160 FT GT, 463 OAK ST. BARNSTABLE SITE 7 of 9 Malouf Engineering Intl,Inc. Project Date 17950 Preston Road,Suite#720 MA00785G-09V1 12:04:17 07/13/09 Dallas,TX75252 Client Designed by Phone:(972)783-2578 INDUSTRIAL TOWER&WIRELESS/METRO PCS en LN u FAX.-(972)783-2583 9 y Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load K K K Comb. Min.Vert 17 -5.70 -7.55 4.36 Min.H. 17 -5.70 -7.55 4.36 Min.H. 10 -0.04 -0.03 0.02 Guy B @ 162 ft Max.Vert 6 -0.06 0.05 0.03 Elev-10 ft Azimuth 120 deg Max.H. 25 -6.01 7.56 4.37 Max.H. 25 -6.01 7.56 4.37 Min.Vert 25 -6.01 7.56 4.37 Min.H. 6 -0.06 0.05 0.03 Min.H. 6 -0.06 0.05 0.03 Guy A @ 175 ft Max.Vert 2 -0.05 0.00 -0.05 Elev-17 ft Azimuth 0 deg Max.H. 24 -3.28 0.39 -4.81 Max.H, 2 -0.05 0.00 -0.05 Min.Vert 21 -5.73 0.00 -8.52 ' Min.H. 18 -3.29 -0.39 -4.83 Min.H. 21 -5.73 0.00 -8.52 Guy C @ 176 ft Max.Vert 10 -0.44 -0.32 0.18 Elev-10 ft Azimuth 240 deg Max.H. 10 -0.44 -0.32 0.18 Max.H. 17 -22.01 -22.29 12.88 Min.Vert 17 -22.01 -22.29 12.88 Min.H. 17 -22.01 -22.29 12.88 Min.Hi 10 -0.44 -0.32 0.18 Guy B @ 170 ft Max.Vert 6 -0.50 0.35 0.20 Elev-10 ft Azimuth 120 deg Max.H. 25 -22.77 22.24 12.86 Max.Hi 25 -22.77 22.24 12.86 Min.Vert 25 -22.77 22.24 12.86 Min.H. 6 -0.50 0.35 0.20 Min.Hz 6 -0.50 0.35 0.20 Guy A @ 183 ft Max.Vert 2 -0.47 0.00 -0.39 Elev-17 ft Azimuth 0 deg Max.H. .24 -11.62 1.09 -13.33 Max.H. 2 -0.47 0.00 -0.39 Min.Vert 21 -21.69 0.00 -25.30 Min.H, 18 -11.70 -1.09 -13.42 Min.Hz 21 -21.69 0.00 -25.30 Mast Max.Vert 23 95.88 0.82 -0.49 Max.H. 12 63.71 0.98 0.60 Max.Hz 15 94.81 -0.02 1.02 Max.Mx 1 0.00 -0.00 0.00 Max.M. I 0.00 -0.00 0.00 Max.Torsion 22 1.03 0.20 -0.93 Min.Vert 1 47.89 -0.00 0.00 Min.H, 4 62.69 -0.98 0.63 Min.Hz 8 62.34 -0.00 -1.18 Min.Mx 1 0.00 -0.00 0.00 Min.M, 1 0.00 -0.00 0.00 Min.Torsion 16 -1.08 -0.67 0.73 Maximum Tower Deflections - Service Wind _'/SA-owes Job 160 FT GT, 463 OAK ST. BARNSTABLE SITE Page 8 of 9 Malouf Engineering Intl,Inc. Project Date 17950 Preston Road;Suite#720 MA00785G-09V1 12:04:17 07/13/09 Dallas,TX 75252 Client Designed by Phone:(972)783-2578 INDUSTRIAL TOWER&WIRELESS/METRO PCS en LN u FAX.-(972)783-2583 g y Section Elevation Harz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° T1 160-140 1.770 37 0.0786 0.0195 T2 140-130 1.473 37 0.0514 0.0195 T3 130-120 1.370 37 0.0531 0.0178 T4 120-100 1.256 37 0.0570 0.0139 T5 100-95 1.035 35 0.0557 0.0116 T6 95-90 0.986 35 0.0554 0.0130 T7 90-85 0.934 35 0.0555 0.0141 T8 85-80 0.879 35 0.0554 0.0149 T9 80-60 0.823 35 0.0545 0.0155 T 10 60-40 0.624 35 0.0441 0.0157 T11 40-20 0.433 35 0.0473 0.0142 T12 20-0 0.237 35 0.0506 0.0084 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature _ 1t Comb. in ° t 160.00 4'LIGHTNING ROD 37 1.770 0.0786 0.0195 236229 153.00 (4)DB844H105T6ESX w/PIPE 37 1.656 0.0662 0.0197 67494 MNT. 148.00 EMPTY SIDE ARM MOUNT 37 1.579 0.0587 0.0198 39371 144.00 Guy 37 1.523 0.0541 0.0197 29529 137.00 (2)APXV 18-209014 w/PIPE MNT. 37 1.441 0.0509 0.0192 40107 123.00 6'DIA.HP DISH 37 1.292 0.0561 0.0150 50844 (3 dB) (3 dB) 0.6611 0.6611 105.00 Guy 35 1.087 0.0564 0.0110 105246 91.00 OB LIGHTS 35 0.944 0.0555 0.0139 100376 70.00 Guy 35 0.720 0.0490 0.0159 112862 35.00 Guy 35 0.385 0.0485 0.0129 Inf Section Capacity Table Section Elevation Component Size Critical P SF*P°,I°„, % Pass No. f Type Element K K Capacity Fail T1 160-140 Leg L4x4x1/4 3 -25.91 51.01 50.8 Pass T2 140-130 Leg L3x3xl/4 38 -22.16 27.63 80.2 Pass T3 130-120 Leg V3x3x 1/4+L2x2x 1/4 52 -24.61 61.54 40.0 Pass T4 120-100 Leg V3x3xl/4+L2x2x 1/4 69 -24.45 61.54 39.7 Pass T5 100-95 Leg V3x3x1/4+L2x2x1/4 96 -24.86 61.54 40.4 Pass T6 95-90 Leg L3x3xl/4 105 -23.98 27.63 86.8 Pass T7 90-85 Leg L3x3x l/4 114 -25.45 27.63 92.1 Pass T8 85-80 Leg L3x3xl/4 123 -25.59 46.54 ` 55.0 Pass T9 80-60 Leg L3x3x1/4 133 -32.27 46.54 69.3 Pass T10 60-40 Leg L3x3xl/4 173 -32.34 46.54 69.5 Pass TIl 40-20 Leg L3x3xl/4 212 -33.14 46.54 71.2 Pass T12 20-0 Leg L3x3xl/4 251 -34.47 46.54 74.1 Pass T1 160-140 Diagonal L2x2x1/4 9 -6.08 18.19 33.4 Pass 55.3(b) T2 140-130 Diagonal LI 1/2xI 1/2xl/4 49 -2.51 9.29 27.0 Pass 45.7(b) T3 130-120 Diagonal L1 1/2xl 1/2x1/4 61 -1.44 9.29 15.4 Pass 26.1(b) T4 120-100 Diagonal Ll 1/2x1 I/2xl/8 81 -2.20 4.96 44.3 Pass T5 100-95 Diagonal L1 1/2xl 1/2xl/8 97 0.87 8.15 10.7 Pass R1UA T'ewer: Job Page 160 FT GT, 463 OAK ST. BARNSTABLE SITE 9 of 9 Malouf Engineering Intl,Inc. Project Date 17950 Preston Road,Suite#720 MA00785G-09V1 12:04:17 07/13/09 Dallas,TX75252 Client Designed by Phone:(972)783-2578 INDUSTRIAL TOWER&WIRELESS/METRO PCS en LN u FAX.-(972)783-2583 9 y Section Elevation Component Size Critical P SF'P.11.. % Pass No. f Type Element K K Capacity Fail 20.5(b) T6 95-90 Diagonal Ll1/2x11/2x1/8 168 -0.73 4.96 14.7 Pass T7 90-85 Diagonal L I 1/2xl 1/2xl/8 119 0.93 8.15 11.4 Pass 22.0(b) T8 85-80 Diagonal Ll1/2x11/2x1/8 126 -1.46 4.96 29.4 Pass T9 80-60 Diagonal Lll/2x11/2x1/4 156 -2.28 9.29 24.5 Pass 41.5(b) T10 60-40 Diagonal Ll1/2x11/2x1/4 203 -1.34 9.29 14.4 Pass 24.3(b) T11 40-20 Diagonal Ll1/2x11/2x1/8 232 -1.88 4.96 37.8 Pass T12 20-0 Diagonal L11/2x11/2x1/8 256 -1.45 4.96 29.2 Pass T8 85-80 Secondary Horizontal L2x2x l/4 132 0.12 27.01 0.5 Pass T9 80-60 Secondary Horizontal L2x2x1/4 144 0.24 22.67 1.1 Pass 3.1(b) T10 60-40 Secondary Horizontal L2x2x1/4 183 0.23 22.67 1.0 Pass 2.9(b) Tl 1 40-20 Secondary Horizontal L2x2x1/4 231 0.22 22.67 1.0 Pass 2.9(b) T12 20-0 Secondary Horizontal L2x2x1/4 270 0.22 22.67 1.0 Pass 2.9(b) T1 160-140 Top Girt L2x2x1/4' . 5 -0.46 13.69 3.4 Pass 10.0(b) T1 160-140 Guy A@144 5/8 326 16.91 21.20 79.8 Pass T4 120-100 Guy A@105 1/2 306 10.41 13.45 77.4 Pass T9 80-60 Guy A@70 1/2 300 9.48 13.45 70.5 Pass Tl l 40-20 Guy A@35 1/2 294 7.47 13.45 55.5 Pass T1 160-140 Guy B@144 518 320 17.59 21.20 83.0 Pass T4 120-100 Guy B@105 1/2 305 10.73 13.45 79.8 Pass T9 80-60 Guy B@70 1/2 299 9.62 13.45 71.6 Pass T 11 40-20 Guy B@35 1/2 293 7.51 13.45 55.8 Pass T1 160-140 Guy C@144 5/8 307 17.32 21.20 81.7 Pass T4 120-100 Guy C@105 1/2 301 10.54 13.45 78.4 Pass T9 80-60 Guy C@70 1/2 295 9.47 13.45 70.4 Pass Tl 1 40-20 Guy C@35 1/2 289 7.39 13.45 54.9 Pass Summary Leg(T7) 92.1 Pass Diagonal 55.3 Pass (T1) Secondary 3.1 Pass Horizontal (T9) Top Girt 10.0 Pass (T1) Guy A(T 1) 79.8 Pass Guy B(Tl) 83.0 Pass Guy C(Tl) 81.7 • Pass Bolt Checks 55.3 Pass RATING= 92.1 Pass M I Industrial Industrial Communications&Electronics,Inc. Industrial Tower and Wireless,LLC MyCommunicadonse. Industrial Communications,LLC 401one Street Marshfield,.Massachuselts 02050 781.-M-1111 -W 781-837-4000 www induslrialcommunicalions.corn. October 21, 2009 Town of Barnstable: Mr. Thomas Perry Building Commissioner 200 Main Street Hyannis, MA 02601 Dear Mr. Perry; Christopher H. Mitchell is an employed by-Industrial Communication LLC as a project manager within our construction services group. Mr. Mitchell will be the Project= ; Manager during the construction of MetroPCS's wireless.conmunicati'ons installation on' a tower owned by Industrial.Tower and Wireless,,LLC at 463 Oak Street in Barnstable Massachusetts. 6 r Sincerely Thomas L Lennon it Vice President r - �,q�'pg3ilE Try, BAmmj;m Town. of Barnstable. rED MP'I b Regulatory Services Thomas F.Geiler`Director Building Piv. ision Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis;MA 02601 www.town:barnstablemaus' Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using:A. Builder L Z NAB � "s.Owner of the subject property hereby.authorize4t/ 5-45 I ' � t.S i L to act.on my behalf, in all matters relative to work-authorized by this building.perm t application for:. (Address of Job) Signature of Owner; Date I Print.Name If Property Owner is:applying for permit;please complete the.Homeowners License Exemption Forin.on the reverse.side. Cc\Usens decoll k\AppData\Locai\Microsoft\Windows\Temporary tnteind Files\Content.outlook\4STGU5QO\EXPRESS.doc Revised 090809 ACORD CERTIFICATE OF LIABILITY INSURANCE 2/11/2009' PRODUCER (781) 681-6656 FAX: (781)681-6686 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Driscoll Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 93 Longwater Circle ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 9120 Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:United States Fire Ins. 21113 Industrial Communications & Electronics, Inc. INSURERB:North River Insurance 21105 Industrial Tower and Wireless, LLC, INSURERc:Wausau Insurance 126069 Industrial Communications, LLC, 40 Lone St. INSURER D:Travelers Indemnity Co. 25658 Marshfield MA 02050-2102 INSURERE: OVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION TYPE OF INSURANCE POLICY NUMBER DATE MMIDDIYY DATE MMIDDIYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 50 000 PRE M SES Ea occurrence $ , A CLAIMS MADE a OCCUR 543-713449-5 1/l/2009 1/1/2010 MED EXP(Any oneperson) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000 i OOO GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICYF_j ECOT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $ 1,000,000 A ALL OWNED AUTOS 133-727127-3 1/1/2009 1/1/2010, BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE F1 (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $E AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 10,000,000 OCCUR CLAIMS MADE AGGREGATE $ 20,000,000 B DEDUCTIBLE 553-091887-8 1/l/2009 l/l/2010 $ X RETENTION 0 $ C WORKERS COMPENSATION AND X TORY LIMITS OER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? WCK-Z91-447830-018 1/l/2009 1/l/2010 E.L.DISEASE-EA EMPLOYEE$ SOO,OOO If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 D OTHER Contractors Equip. QT660221D1260TIL08 1/l/2009 1/1/2010 $ioo,000 Each Item DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Evidence of insurance for work performed within the Insureds scope of normal business operations. Notice of cancellation provision is 30 days, except 10 days applies for non-payment of premium. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE ***Sample for Evidence of Insurance*** EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Dennis Driscoll/KEC swS�'c ACORD 25(2001108) ©ACORD CORPORATION 1988 i metroPCS. Unlimit Yourself. 285 BILLERICA ROAD THIRD FLOOR CHELMSFORD, MA 01824 mle - —. -- TEL (978) 244-7200 FAX (978) 244-7240 unm �itl' t, Youneifw, HYNO031 B AADVANCED ENGINEERING GROUP,P.C. awl, are �eca.reyrv- T OAK STREET ICE BARNSTABLE 463 OAK STREET BARNSTABLE, MA 02668 �1A o1 if BARNSTABLE COUNTY oa MARL CHRETIEN r CIVIL 0. 1 SITE TYPE: COLOCATION ON EXISTING GUY WIRE TOWER �E MAL fa ENGINEER/ D U OR R IS A VIOLATION OF LAW FOR ANY PERSON. SITE INFORMATION: VICINITY MAP APPROVALS UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESS04AL ENGINEER. j . .. TO ALTER THIS DOCUMENT. PROPERTY OWNER: INDUSTRIAL COMMUNICATIONS SCALE' 1'_3W LANDLORD: 40 LONE STREET REVISIONS MARSHFIELD,MA 02050 e _ } FIELD OONST.MGR: TOWER OWNER: INDUSTRIAL COMMUNICATIONS + RF ENGINEER: 40 LONE STREET MARSHFIELD,MA 02050 SITE ACQUISITION AGENT: ARCHITECT/ENGINEER: TOWER OWNER SITE ID: NA APPLICANT: METRO PCS SHEET INDEX 1 09/22/09ISSUED FOR CONSTRUCTION _ r 285 BILLERICA ROAD . � � CHELMSFORD,MA 01824 - � �w�„ ,�,� ,�-;T DWG. DESCRIPTION REV. 0 09/11/09 ISSUED FOR REVIEW (978)244.7000 q,a 1 REV. # DATE DESCRIPTION SITE ADDRESS: 463OAKSTREET T-1 TITLE SHEET i BARNSTABLE,MA02888 M PRQECT Na Demoonsr Sr�LE: COUNTY: BARNSTABLE �. GN-1 GENERAL NOTES 1 NRI wI9 DR°TN Or. ST AS SHOWN C-1 SITE PLAN 8 NOTES I CHEacv oh mrC LATITUDE: N 41°40'57.0' �' , h d A-1 COMPOUND PLAN AND ELEVATION 1 LONGITUDE: W 70'21'15.0° �" !" S-1 EQUIPMENT PLAN,SECTIONS,AND DETAILS 1 SITE NAME: ZONING CLASSIFICATION: RESIDENCE C DISTRICT(RC) '` n + e 7 + `' S-2 ANTENNA MOUNTING PLAN,SCHEDULES,AND DETAILS 1 u _ HYN0031 B ZONING JURISDICTION: TOWN OF BARNSTABLE = yr E-1 ONE-LINE DIAGRAM, AND DETAILS ; TAX ID PARCEL NUMBER: MAP 194 PARCEL 028-X02 � E-2 GROUNDING D OAK STREET I C E ARCHITECT/ENGINEER: ADVANCED ENGINEERING GROUP,P.C. 34 HEMINGWAY DRIVE BARNSTABLE EAST PROVIDENCE,Rlo2915 POWER COMPANY: NSTAR DO NOT SCALE DRAWINGS ONE NSTAR WAY' � 4 � a - ` � � 'RT, _ 7' �r SITE ADDRESS: WESTWOOD,MA 02090 ,.r 42'' _ CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE 463 OAK WEE (�)592-2000 AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES BARNSTABLE,MA02888 TELEPHONE COMPANY: VERIZON T. BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 185 FRANKLIN STREET BOSTON,MA02107 ` DRAWING TITLE: (800)941.09M SITE ACQUISITION MANAGER: KEWEDUNN PROJECT DESCRIPTION 7n� (978)244-72DO I I I L E SHEET BEAN DRIVING DIRECTIONS 1. THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE CONSTRUCTION MANAGER: DAVID BEAN TRANSMISSION OF RADIO SIGNAL FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. OPS CONTACT: MIKE WILBANKS HEAD SOUTHEAST ON BILLERICA RDfiAk129 TOWARD EW OTT ST,0.4 MI,TAKE THE RAMP ONTO US-3 S,9.0 MI,TAKE EXIT 25A TO MERGE 2. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. DRAWING N0: (97B)P44-728D ONTO 195 NIMA-128 NNS3 S CONTINUE TO FOLLOW I35 WW128 N,6.1 MI,TAKE EXIT 37A TO MERGE ONTO Is3 S TOWARD BOSTON,21.3 3. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. MI,TAKE EXIT 7 ON THE LEFT FOR MA-3 TOWARD BRAINTREE,0.4 MI,KEEP LEFT AT THE FORK TO CONTINUE TOWARD MA-3 S AND MERGE 4. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. ONTO MA3 S,42.3 MI,CONTINUE ON US-6,11.0 MI,TAKE EXIT 5 FOR MA-149/PROSPECT STREET,AT BOTTOM OF RAMP GO STRAIGHT AND 5. METRO PCS MAINTENANCE CREW(TYPICALLY ONE PERSON)WILL MAKE AN AVERAGE OF ONE TRIP PER T CUT ACROSS PROSPECT STREET TO SERVICE ROAD,DRIVE 1.8 MI AND TAKE A RIGHT ONTO OAK STREET,SITE IS FIRST DRIVEWAY ON THE S. MONTH AT ONE HOUR PER VISIT. I LEFT. GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES ELECTRICAL INSTALLAT I�.J ION NOTES: etr®I ^(`.J.S0 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318. ACI 336. ASTM A184, 1.WIRING, RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS CONTRACTOR - METRO PCS ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. OF THE NEC AND IRCORDIA. SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) Unlimit Yourself. OWNER - METRSPCS MASSACHUSETTS, LLC 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. UNLESS 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REWIRED TO SUPPORT RF AND OEM - ORIGINAL'EQUIPMENT MANUFACTURER NOTED OTHERWISE. A HIGHER STRENGTH (40OPSI) MAY BE USED. ALL CONCRETE WORK SHALL BE IN TRANSPORT CABLING TO THE NEW BTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO ACCORDANCE WITH THE ACI 381 CODE REQUIREMENTS CONTRACTOR FOR APPROVAL 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE 285 BILLERICA ROAD TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615. GRADE 60. DEFORMED UNLESS NOTED 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THIRD FLOOR ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC THE NEC AND TELCORDIA. CHELMSFORD, MA 01824 BROUGHT TO THE ATTENTION OF CONTRACTOR. UNLESS NOTED OTHERWISE. SPLICES SHALL BE CUSS "B'AND ALL HOOKS SHALL BE STANDARD, 4 CABLES SHALL NOT M ROUTED THROUGH UDDER-SAE CABLE TRAY RUNGS TEL 978 UNo. ( ) 244-7200 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 5. EACH END OF EVERY POWER,GROUNDING,AND T1 CONDUCTOR AND CAME SKILL BE LABELED WITH FAX (978) 244-7240 APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH W NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF SHOWN OTHERWISE ON DRAWINGS: PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SNAIL CONFORM WITH NEC&OSHA,AND MATCH ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGAINST EARTH........3 IN. THE PERFORMANCE OF THE WORK. CONCRETE EXPOSED TO EARTH OR WEATHER: EXISTING INSTALLATION REQUIREMENTS. /6 AND LARGER ..........................2 IN. 6. POWER POSE CONDUCTORS(I.E.,HOTS)SHALL M LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY /5 AND SMALLER & WWF ............% IN. SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER - TAPE(3M BRAND. M INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION,OR EQUAL.).PHASE CONDUCTOR OR NOT CAST AGAINST THE GROUND: COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS ^A ' 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. SLAB AND WALL .........................3. IN. 7.ALL ELECTRICAL COMPONENTS SWJ.L BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS ALL 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, BEAMS AND COLUMNS ................1)6 IN. EQUIPMENT SHALL 13E LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE CONFIGURATION, ADVANCED APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 5. A CHAMFER 34* SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE POWER OR AMPACITI•RATING,AND BRANCH CIRCUIT ID NUMBERS(IL,PANELBOARD AND CIRCUIT ID-S). ENGINEERING GROUP,P.C. DRAWINGS. WITH ACI 301 SECTION 4.2.4. (TA -&PoBDe�ekpnlNNBuveyYp- 8. PANELBOAIRDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE T 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 6, INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN CLEARLY LABELED WITH ENGRAVED LAMAC010 PLASTIC LABELS. um NAG A ON14 MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CURING TOOL TO REMOVE SHARP EDGES. pm 7m 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL 10. POWER,CONTROL,AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SWILL BE SINGLE CONDUCTOR INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL. BE STAINLESS STEEL OR HOT DIPPED (134 AWG OR LARGER),600 V.OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE RATED 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL FOR 90'C (WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. UNLESS OTHERWISE SPECIFIED. - SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. 7. CONCRETE CYLINDER TESL IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. 50 CUBIC YARDS 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SNAIL BE SINGLE CONDUCTOR(06 AWG OR 1a OF(IBC1905.6.2.3) IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE LARGER), 600 V,OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS B STRANDED COPPER CABLE �'L 4Sf' 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING SUPPLIER; RATED FOR 90'C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE (A) RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. USED,UNLESS OTHERWISE SPECIFIED. SATISFACTION OF THE OWNER. - (B) CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. MARC R. 'A FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYLINDER TEST. 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE, SKILL BE SINGLE V 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS CONDUCTOR i3 AWG SOLID TINNED COPPER GABLE,UNLESS OTHERWISE SPECIFIED. CHRETIEN r' COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED 8. AS AN ALTERNATIVE TO ITEM 7. TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR CIVIL SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. EVERY 50 YARDS OF CONCRETE FROM EACH DIFFERENT BATCH PLANT. 13. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR TYPE TC 9. EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED, GAME U34 AWG OR LARGER),600 V.OR RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CAME 0.40 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. RATED FOR 90'C(WET AND DRY)OPERATION;WITH OUTER JACKET,USEED OR LABELED FOR THE LOCATION UNLESS IT IS VERIFIED BY CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. USED,UNLESS OTHERWISE SPECIFIED. 13. THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE STRUCTURAL STEEL NOTES: SUBCONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, - 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BECRIMP-STYLE,COMPRESSION WIRE LUGS AND �`ENO TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER 1. ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS AND WIRENUTS BY THOMAS AND BETTS(OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO THE CONTRACT. METRO PCS SPECIFICATION 25252-000-3PS-GET-00001 UNLESS OTHERWISE NOTED. STRUCTURAL STEEL LESS THAN 75-C(90'C IF AVAILABLE). 14. SUBCONTRACTOR SHALL NOTIFY ADVANCED ENGINEERING GROUP, P.C.48 HOURS IN ADVANCE OF SHALL BE ASTM-A-36 UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS. STEEL DESIGN, 15.RACEWAY AND CABLE TRAY S tALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH ENGINEER/LAND SURVEYOR POURING CONCRETE OR BACKFILUNG TRENCHES, SEALING ROOF AND WALL PENETRATIONS & POST INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL DOWNS, FINISHING NEW WALLS OR FINAL ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. CONSTRUCTION (AISC) 'MANUAL OF STEEL CONSTRUCTION'. NEMA,UL,ANSI/IEEE,AND NEC. IT IS A VIOLATION OF LAW FOR ANY PERSON. 15. CONSTRUCTION SHALL COMPLY WITH METRO PCS SITES. 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO 16.NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE UNLESS THEY ARE AcnNG UNDER THE DIRECTION AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER 17.ELECTRICAL METALLIC TUBING(EM)OR RIGID NONMETALLIC CONDUIT(I.E., RIGID PVC SCHEDULE 40,OR OF A LICENSED PROFESSIONAL ENGINEER, 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING TABLE J2.4 IN THE AISC 'MANUAL OF STEEL CONSTRUCTION', 9TH EDITION. PAINTED SURFACES SHALL BE TO ALTER THIS��' ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE TOUCHED UP. RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED . VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO - INDOOR LOCATIONS. REVISIONS ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 3. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (X 0) AND SHALL HAVE MINIMUM 18. ELECTRICAL METALLIC TUBING(EMT),ELECTRICAL NONMETALLIC TUBING(ENT),OR RIGID NONMETALLIC 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY OF TWO BOLTS UNLESS NOTED OTHERWISE. CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. - SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE S DMA. ASTM A 307 BOLTS UNLESS 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN NOTED OTHERWISE. ABOVE GRADE, APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 18. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST 8E TAKEN WHEN WORKING 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN 20.RIGID NONMETALLIC CONDUIT(LE,RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD SHUTDOWN PRIOR TO RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO THE USED UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN MANUFACTURERS RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLNG HOLES IN CONCRETE. MONITORS ARE TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN 21. LIQUID-TIGHT FLEXIBLE METAWC CONDUIT(LIQUID-TITE FLEX)SHALL BE USED INDOORS AND SITE WORK GENERAL NOTES: MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS OUTDOORS,WHERE VIBRATION OCCURS OR FLE)OBIUTY IS NEEDED. 1 09/22/09ISSUED FOR CONSTRUCTION STEEL OR HOT DIPPED GALVANIZED. EXPANSION BOLTS SHALL BE PROVIDED BY APPROVED EQUAL RAMSET/REDHEAD OR 22.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE 11 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE STARE OF LOCATION USED. SET SCREW FITTDRGS ARE NOT ACCEPTABLE. 0 / /09 ISSUED FOR REVIEW CONSTRUCTION. 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW & APPROVAL ON PROJECTS REV. # DATE DESCRIPTION REQUIRING STRUCTURAL STEEL 23.CABINETS,BOXES,AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE WITH.NEMA UL,ANSI/IEEE,AND NEC. PROJ=La ot:SlrHm RI,. ST EVE: ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR 7, ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. 24.CABNETS,BOXES,AND WIREWAYS TO DUTCH THE EXISTING INSTALLATION WHERE POSSIBLE HHNaonTe ORANM BN: sr AS SHONRN EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING SOIL COMPACTION NOTES FOR SLAB ON GRADE: - 0an or.. MRC PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER DESIGNED TO SWING OPEN WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND DOWNWARD;SHALL BE PANDUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER) INDOORS,OR NEMA 3R SPACE C) ELECTRICAL. SAFETY D) TRENCHING & EXCAVATION. PLACE CRUSHED STONE AS REQUIRED. (OR BETTER)OUTDOORS. SITE NAME: 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. 2. COMPACTION CERTIFICATION: AN INSPECTION AND WRITTEN CERTIFICATION-BY A QUALIFIED GEOTECHNICAL 26. EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR HYN0031 B TECHNICIAN OR ENGINEER IS ACCEPTABLE. EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL 50.AND RATED NEMA 1 (OR BETTER)INDOORS, 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS„STONES AND OTHER REFUSE SHALL BE OR NEMA 3R(OR BETTER)OUTDOORS OAK STREET ICE RT]AOVED FROM THE SITE AND DISPOSED OF LEGALLY. 3. AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION, THE 'UNDISTURBED SOIL' BASE SHALL 5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS BE COMPACTED WITH 'COMPACTION EQUIPMENT, LISTED BELOW, TO AT LEAST 90% MODIFIED PROCTOR 27. METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-OOATED,OR NON- MAXIMUM DENSITY POER ASTM D 1557 METHOD C. CORRODING;SHALL MEET OR EXCEED UL 510 AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER)EQUIPMENT AND TOWER AREAS. BARNSTABLE INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, 4. COMPACTED SUBBASE SHALL 8E UNIFORM AND LEVELED. PROVIDE ,MINIMUM CRUSHED STONE OR SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. GRAVEL COMPACTED IN 3' LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH NONMETALLIC RECEPTACLE,SWITCH,AND DEVICE PDXES TIEDSKILL(MEET B EXCEED NEW OS 2;AND RA ROOT PASSING #1 SIEVE. RATED NEW 1 (OR BETTER) INDOORS,OR WEATHER PROTECTED(MAP OR BETTER)OUTDOORS. 7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO SITE ADDRESS: FINISHED SURFACE APPLICATION. 5. AS AN ALTERNATE TO ITEMS 2 AND 3, THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR VIBRATORY PLATE COMPACTOR (SUCH AS BOMAG BPR 30/38) OR HAND-OPERATED SINGLE DRUM BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANES. 4630AKSTREET 8. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE VIBRATORY ROLLER (SUCH AS BOMAG BW 55E). AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE 30.THE SUBCONTRACTOR SMALL PROVIDE NECESSARY TAGGING ON THE BREAKERS.CABLES AND BARNSTABLIE MAD2668 WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND COMPACTED AS STATED ABOVE. DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE COMPACTION EQUIPMENT: AGAINST LIFE AND PROPERTY. WORK, SUBJECT TO THE APPROVAL OF ENGINEERING, OWNER AND/OR LOCAL UTILITIES. DRAWING TITLE: 1. HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE COMPACTOR OR JUMPING JACK 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC 9. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO COMPACTOR. AND ALL APPLICABLE LOCAL CODES. PREVENT EROSION AS SPECIFIED IN THE PROJECT SPECIFICATIONS. 32.CONDUIT ROUTINGS ARE SCHEMATIC.SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO GENERAL NOTES CONSTRUCTION NOTES: EQUIPMENT IS NOT MOCKED. 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE 1. FIELD VERIFICATION: WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, METRO PCS ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. 11. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE METRO PCS DRAWING NO: SPECIFICATION FOR SITE SIGNAGE. 2. COORDINATION OF WORK: SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. GN - 1 3. CABLE LADDER RACK:SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT AS 'REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. GENERAL NOTES: SERVICE ROAD MIDCAPE HIGHWAY (EAS) RTE 6 etr®I CS® 1. FIELD SURVEY DATE N/A 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVOW) Unlimit Yourself. Y 3. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983(NAM) - - - 4. SITE CONTROL POINT: LATITUDE:N 41'40'57.0' 285 BILLERICA ROAD (0 PAY LONGITUDE W 7v 21 15.0 THIRD FLOOR LINE(TYP') / 5. PROPERTY OWNER: INDUSTRIAL COMMUNICATIONS CHELMSFORD, MA 01824 40 LONE STREET _ 7200 / MARSHFIELD. MA 02050 FAX (978) 244-7240 S. SITE NUMBER: KYNO031B / 7. SITE ADDRESS: 27 COMMODITY ROAD MAP: 194 / (� DENNIS,MA 0283838 PARCEL OD3-X02 / / 8. APPLICANT: BPCS I ULC 295 BILLERICA ROAD.THIRD FLOO R CHELMSFORD,W 01824 9. JUROR: TOWN OF BARNSTABLE ADVANCED / 10. TAX V. MAP 194 PARCEL 026-XO2 ENGINEERING GROUP, P.C. T BI e Oa slap Nr18 creytrp. .` 11. DEED REFERENCE:, DEED BOOK: PAGE 411 T 36 isrwn L IN 12. PLAN REFERENCES: TOWN OF BARNSTABLE ASSI MAPS @ m IYW�WOKc R mne (E)DRIVEWAY PLAN DES AS INDICATED BELOW FMnc 801�-0-7]N MAP: 194 / / / / 13. ZONING JURISDICTION: RESIDENTIAL C DISTRICT(RC) PARCEL;005-W00 OPT - 14. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE / INVESTIGATIONS AND EXISTING PLANS OF RECORD.THE CONTRACTOR SHALL / LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE WORK. MAP 194 PARCEL 029-X01 - CALL THE FOLLOWING FOR ALL PRE-CONSTRUCTION NOTIFICATION 72-HOURS / ' -PRIOR TO ANY EXCAVATION ACTIVITY: N/F PARCEL 045 / INDUSTRIAL COMMUNICATIONS / _ _ DIG SAFE SYSTEM(MA.(CT(Cn NH,RI,VT): 1-888-344=n33 ENT OF Yq`rS P)MEIROP'CS 10'WIDE 40 LONE STREET CALL BEFORE YOU DIG : 1-800-922-4455 15. PROPERTY LINE INFORMATION IS COMPILED FROM ASSESSORS PLAN AND RECORD O G ACCESS EASEMENT MARSNFlELD,•MA 02A0050 / � f _ (TO FOLLOW(E)ACCESS DOCUMENTS AND IS NOT TO BE CONSTRUED AS HAVING BEEN OUTNNED AS THE MARC R. MAP.194 ORIVEWAY/EASEIENT FROM RESULT OF A FIELD BOUNDARY SURVEY.AND IS SUBJECT TO CHANGE AS AN O PARCEL QQ�TQp PUBLIC R.O.W. - SURVEY MAY DISCLOSE.A FULL BOUNDARY SURVEY WAS NOT �A CHRETIEN MAP:194 PERFORMED. CIVIL / PARCEL:003-XO3 16. THE SITE IS LOCATED IN FLOOD HAZARD ZONE C(AREAS OF MINIMAL FLOODING) AS SHOWN ON FLOOD INSURANCE RATE MAP FOR THE TOWN OF BARNSTABLE,IAA. 0• RES/DENT -COMMUNITY PANEL NUMBER:250005 0015 C. REVISION DATE:AUGUST 19, �.t L4L FD/SIR/CT 1985• �F o _ 17. BEARING SYSTEM FROM EIS PLAN W BASED ON R INTENDED.TRUNORTH BAN AI AL ENO / // ♦/ MAP 194 PARCEL 029-X02 RES/DENN/FT/q C EXACT REPRESENTATION OF TRUE NORTH. INDUSTRIAL COMMUNICATIONS 40 LONE STREET ENGINEER/LAND SURVEYOR * MARSHFIELD.MA 02050 a/ IT IS A VIOLATION OF LAW FOR ANY PERSON. 2.58t AC. LY / ♦ AREA . UNLESS IL ARE ACTING UNDER THE DIIWION PARCEL:'0 5 I LEGEND OF A LICENSED EL7t.PROFESSIONAL ENGIN TO ALTM THIS - ♦ 0 _ _ _ _ — PROPERTY LINE REVISIONS -_______________- ABUTTING PROPERTY LINE 360 - EXIST.CONTOUR O —*—•—+—+ EXIST.CHAIN LINK FENCE (O TREE LINE / —•— PROP.CHAIN LINK FENCE T$8 t EXIST.TREE LINE `6�t , EXIST.STREET LAYOUT 1 /22/M ISSUED FOR CONSTRUCTION MAP: 194 --------------------------------- EXIST.EASEMENT 0 09/11/091 ISSUED FOR REVIEW PARCEL 032 EXIST.OVERHEAD UTILITIES PROP.OVERHEAD UTILITIES �1 REV. S DATE DESCRIPTION EP x/1L 104 wow y� I w.n wv.—win EXIST.UNDERGROUND IJIILRIES PRGELT N0. IIESGIn M' ST SALE: TOWER (E)COMPOUND ON(E) �/ _____ DRAWN er sT AS SHOWN COATI PAD,REUSE a / _ _ _ — _ — — — _ PROP.UNDERGROUND UTILITIES HYN0031B EXISTING ICE BRNGE ` CND=BY: MRC �Q� EXIST.UTILITY POLE�X7IX . \ ZONING BOUNDARY LINE SITE NAME: RESIDENTIAL C D/SIR/CT ZONING ocT HYN0031 B PARCEL 4 API LINE cAPTAN OAK STREET ICE SACS ZONING SUMMARY TABLE BARNSTABLE R TAP 191 Op,D ZONING DISTRICT: RESIDENTIAL C DISTRICT - _ ASSESSORS MAP: YAP 194 PARCEL T ?19* PARCEL: 142 PROPOSED USE; WIRELESS COMMUNICATIONON FACILITY PO REQUIRED SITE ADDRESS: • - �� DIMENSION: MINIMUM PROVIDED 4.QAKSTAEE7 LOT AREA 87.120 SF 2.563 AC " ggpNgT'ABLE,MA OM r LOT FRONTAGE 20 Fr 199't IfMAP: 19{ FRONT YARD SETBACK• 20 Fr 157't FT DRAWING TRLE: v MAP: 194 PARCEL:033 SIDE YARD SETBACK* 10 FT 155't FT PLAN PARCEL:026-003 Q If REAR REAR YARD SETBACK* 10 FT I58't FT S" IMAP: 194 I 028-004 I PARCEPARCELIf MAXIMUM STRUCTURE HEIGHT 30 FT 170't FT &NOTES / / •DIMENSIONS MEASURED FROM RADIO BASE STATION TRH MORIH CABINET TO NEAREST LOT LINE LEGEND SITE PLAN 1.Par�N BASED ON MASSCIS ASSESSORY PARCEL MAPPING DATA AND TAX ASSESSOR'S (0_FUTURE DRAWING N0: �e MAPS FROM E KENTOW of THE CLOSEST C-1 SCALE 1.�. 2.SETBACKS ARE TAKEN FROM THE CLOSEST POINT OF EQUIPMENT TO PROPERLY ONES. (E�.EXISTING (P') PROPOSED c - 1 3.A METES AND BOUNDS SURVEY WAS NOT CONDUCTED BY ADVANCED ENGINEERING GROUP.P.C. (�).ABOVE 40' 20' W 40' 80' GROUND LEVEL It-APPRO mm PROP.Uw a�mm CONMMIlm"m THAH SHOWN, metr oPCS Unlimit Yourself. BE DiFoRmED OF AcTuAL M ANTENNAS TO BE REMOVED THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND 285 BILLERICA ROAD ELEVATIONS WHICH EFFECT THE CONTRACTOR'S YYORI(. CTR.OF P ANTENNAS ELEV- 187'3 AGL (P)IIECMk PANEL A 6")I S(2 1 2 THIRD FLOOR PER sECroR.roTAI.of 6)LIOUNIFD CHELMSfORD, MA 01824 u( TOWERON PIPES D(TENDED TEL (978) 244-7200 TOP OF(E)TOWER EUEV- 165.3 AGL FAX (978) 244-7240 (E)ANTENNAS TO BE REMOVED (P)METROPCS 10'MADE ACCESS im EASEMENT(TO FOLLOW(E)ACCESS DPoYEYIAY/EASEMENT FROM PUBLIC CTR.OF(E)ANTENNAS ELF/- 157'3 AGL _ R.O.W.) (E)GUY WIRE(11P•) � (E)ACCESS GATE C GADVANCED ENGINEERING GROUP, P.C. awE��tNeGO�P��amNwo- 34 - wMIEQWaWDccOWEW Dais / CTR.OF(E)ANTENNAS.ELF/=137'1 AGL Fft soe-arias (E)ACCESS DRIVMY / / (E)CHAN LINK FENCE(1YP.) / CTR.OF(E)ANTENNAS ElEV- 125•t AM (E)AccEss GATE / / of Y4ss'cyG MARC R. CHRETIEN a 2 it CIVIL .40 (E)STAIRS / c (E)CONC.BLOCK - L \ Q s \ \ (E)CABLE \ BRIDGE N HAl EN (E)SHELTER ENGINEER/LAND SURVEYOR (E)165'HIGH GUY TOWER \ �(E)MANHOLE KM_ rr IS VIOLATION of LAW FOR ANY PERSON. (E)H-FRAME WITH 4 UNLESS THEY ARE ACTING UNDER THE DIRECTION WITH 3 SPARES OF A LICENSED PROFESSIONAL ENGINEER STACK AND ABANDON TO ALTER TWS DOCUMENT. 200 AMP SERVICE P AND HOFFMAN ENCLOSU // CDCff.1 c101rNLIR�1 Nam: REVISIONS (E),Bs•HIGH ----- - - arc TOWER 1.)C19LE AT MMff USHOD TO FOLLOW RECOWENDATINNS OUTLINED(E)SHELTER IN THE RESULTS OF THE APMW SIRL0URAL ANALYSIS(BY OTHERS). 2)OESICIN IS PENOOIG ANY ADO°gNA STRUCTURE UPGRADES AN[I/OR (P)MEIROPCS COOL CABLES RUN UP e \ iA� NOiM'/OgNS THAT MAY BE A REOLVIEMENR N THE APPROVED (E)TOWER LEG 5-2 SNLNCTIptAL AN1LY56(B+'ODMBiS OONTIHACTOR TO off[m AND (E)ACCESS GATE ONOACT ENGOEFR WTIH ANY PRAR TO START OF (E)GAS TANK ON6IRICTaR (E)COW. 0 »»AN ANALYSE OF THE EASING 71011 m SUPPORT THE - RETAINNG WALL 7Ea PiRIPD IOAOS INS NOT BFFN OOIPAMNILT:D ENCNEFRNG (E) COAX CAME •PC AND a TO BE CMVIBED BY aTIIERs 1 09/22/09 ISSUED FOR CONSTRUCTION S ICE BRIDGE ow.)(P)YETROPCS CSLI/GPS - 0 /l 1/091 ISSUED FOR REVIEW cDAxdSLE (E)CONC.BLOCKREV. DATE DESCRIPTION B _ s-2 PRQECT NO. DESINNm Bc 5T SCALE (E)CHAIN LINK FENCE DRVN BY: Sr AS SHOWN HYIgD318 . �. N]EgIL BY: IOiC (P)67113'(t04 S0.T'G) SITE NAME: @CONC. EOUIP/LEASE AREA WITHIN( COMPOUND ON(E) PAD,REUSE (P)MEIROPCS PANEL ANTENNAS DS11NG ICE BRIDGE (2 PER SECTOR.TOTAL OF 6) 1 2 D (P)UNDERGROUND MOUNTED ON(E)an TOWER S-2 S-2 ( TO(E) BY MErROPCS HYNO031 B e°OM(E)H•C0 ME ND(T OAK STREET ICE E-1 DUITS FROM(E)H-FPAAIE NEM 1b i (P)MERtOPCS LFAGF AREA EO PAEA(104�.FT.) a BARNSTABLE (E)C/LEASE AREA(E) 3-1 (E)COMPOUND ON(E) (E)7EL00 Df]MRC (E)SHELTER CONC.PAD,REUSE E)OSTING ICE BRIDGE N(E)SHELTER BLDG ' SITE ADDRESS: 463OAKSTREET CTR.OF ANTENNAS ELEV- +I'!AGL aARNSTABLF,Mq02BBB (E)CHAIN LINK (P)METROPCS E911 GSM/GPS ANTENNA TRITE NOTION _ 1bUNIED ro(P)CABLE BRIDGE:SUPPORT SUPPORT s-2 DRAWING TRLE: �e ENLARGED SITE PLAN A , SCALE.+•-+0•-0• (E)CHAIN UNK FENCE COMPOUND PLAN 10'-0'5'-0' 0' 10'-0' 20'-0' GROUND -0 is AND ELEVAII N !MOTES: M FRAME WITH 3 WITH 4 GANG -- 1.FLAT PLAN BASED ON MASSGIS ASSESSOR'S PARCEL LAPPING DATA AND TAX ASSESSORS SPARES AND ABANDONED LEGEND DRAWING NO MAPS FROM THE TOWN OF BARNSTABLE. 200 AMP SERVICE PANEL AND HOFFMAN ENCLOWRER 2.SETBACKS ARE TAKEN FROM THE CLOSEST PdM OF EQUIPMENT TO PROPERTY LINES (h-FUNRE 3.A METES AND BOUNDS SURVEY WAS NOT CONDUCTED BY ADVANCED ENGINEERING GROUP.P.C. ELEVATION VIEW (E) EASING n SCALE: 1'-10'-0• (P)UNDERGROUND (P)-PROPOSED n EIECTRIC/IELCO CONDUITS FROM (AGU-ABDYE 10'-0'5'-0' 0' 10'-0' 20'-0' (M �(P) GROUND LEVEL 2• TELCO KNOCKOUT" r 2'76&" • 2'_6�' 6• 2--11j' 2_'-_1_1_j_'_ MooNE UNIT et PV S. CABINET DIMENSIONS: Unlimit Yourself EQ. 2'-„ 2'-„i 6• 2'-��fgg 6' 2'-6�fgg EQ. o0000 ;�8 FUTURLr�..a 72.4'Hx35.4'Wx37.8-D ___�_� 08 I - 1 :� MODCE n BATTERY BACKUP LLti „ 285 BILLERICA ROAD UNIT I =��=== ; =�= ----4Q - THIRD FLOOR I . . i�---------- �r----------�� CABINET DIMENSIONS: I I CHELMSFORD, MA 01824 ____________ 1 Y i �i i� 69.2•Hx28.8•Wx28.6'D 0 i- , I, ,I I I , TEL (978) 244-7200 i (FLL MOD 4 8 CEP) MOD 4 B i (P) BATT. I iI (F) BATT. I� MOUNT CABINETS PER -- ----- =_�_ I. PPC CABINET FAX (978) 244-7240 y I, MANUFACTURER'S REQ. HIM 3E BATTERY BACK-UP i i �i ii FUTURE i BATTERY MODCELL.. I PPC CABINET DIMENSIONS: UNIT 1 . e e i� h - 1 BATTERY 1 BACK-UP �r- 64"Hx3O'WX,2'D ----------- ----------- pY-----------P' E CONCRETE SLAB TRACK-UP UNITI UNIT DIMENSIONS: O 69.2"Hx28.8'Wx28.6'D p , �----------�.. �, i-----------� _ MODCELL UNIT CABINET— DIMENSIONS: a i�! i iliiiE ❑ ❑ /�� L - ADVANCED 72.4-Hx35.4'Wx37.8-D _ :: . a `- -_ ro "_ ° :., -::... .:. ENGINEERING GROUP,P.C. 34 aaesae oe,awppaa T (E) CONCRETE PAD ( )PPC E P - F MO 00-NOW3 Da7N-AM0 ssls . pm an-w-7m ` I --- ---/] PPC CABINET DIMENSIONS: - � 64-Hx30•Wx12'D - - _ _ 2"AC KNOCKOUT - (1) 2-TELCO CONDUIT UNDERGROUND TO J - TELCO DEMARC & (1) 2- ELECTRICAL e SECTION AT EQUIPMENT PAD CONDUIT UNDERGROUND TO ELECTRICAL DEMARc - - _ - s-1 SCiVF:,/z•-r-o'.. - ���``M OF legs34 0 1'-O- 2'_0' 4,_0. 6•-0. _ a0`Z• ���� e PLAN AT EQUIPMENT PAD FUTURE GROWN BATTERY CABINET: CHRETIEN o� MARC R. ;(28.8-M01.6-MM.2-H) CIV 0 1'-0" 2•-0" 4'_O•: 6.-0' _ PROP.PPC GABINET: PROP.BATTERY CABINEC NO.4TOP SOLAR SHIELD - {28.8�Nx28.6Vx69.2H) . - - - - PROP.MODCELL 4.013 ` AIR FILTER COVER - 000000 - (354W7.8'Dx72.4H) OVAL ENo . • ❑ FUTURE ET:GROWTH MODCELL 4.08 SOUND MUFFLER O .. tw (35.41Nx37.8'Dx72.4'H) ENGINEER/LAND SURVEYOR ( ''%'�.'-•r! IT IS A VIOLATION OF LAW FOR ANY PERSON. �':•';��' UNLESS THEY ARE ACTING UNDER THE DIRECTION • (� EEPROM HATCH ��; \ O .O OF A LICENSED PROFESSIONAL ENGINEER. CONCRETE SLAB (REAR ACCESS PANEL) •� �` - , TO ALTER THIS DOCUMENT REAR _ ,. 0.00 '. LATCH ".:.-::-'+:•::'_.:•'.:, ,..� . . . 27.00 16.00 18A0 o-, REVISIONS LT AAA. -^- --- --_ --_ ---_-AAC HATCH 1 _----T _ f (REAR ACCESS PoWEL) y +� •1 (F)MOD (P).MOD CELL 4.08 CELL 4.08 B (P)BATT. B e (F) BATT. - - 1 — - 3 EQUIPMENT CABINET DETAIL EXIST CONC. PAD t 1 /22/09ISSUED FOR CONSTRUCTION — — — — — — SCALE.NIS TYP:EQUIPMENT LAYOUT DETAIL 0 9/11/09 ISSUED FOR REVIEW SCALE NTS REV. g DATE DESCRIPTION PROJECT Na OLSItlED fM: ST SGHE . - . FRONT - Fi,N0031B ORAWx BY: ST AS SNONH $ SITE NAME: m HYNO031 B 2-3- OAK STREET ICE P II BARNSTABLE 2• O PPC 12'—{ . SITE ADDRESS: 463OAKSTREET BARNSTABLE,MA02868 NOTES: 1. MOUNT CABINETS TO CONCRETE PAD PER MANUFACTURER'S REQUIREMENTS. DRAWING TITLE: 2. PROVIDE 3'-0" MIN SERVICE ACCESS IN FRONT AND REAR OF ALL CABINETS 3. MOUNT PPC TO CONCRETE WITH PROVIDED HARD RUBBER GASKET TO MINIMIZE CORROSION. EQUIPMENT PLAN, SECTIONS,AND DETAILS 4 EQUIPMENT FRAME PLAN g_1 SCALE: 3/4'=1'-0' DRAWING N0: 0 8" 1'_4" 2'-8" 4'_0" S- 1 RF SYSTEM SCHEDULE rnetr®PCS. `~ ANTENNA INFORMATION MAIN FEEDLINE TOP JUMPER BOTTOM JUMPER Unlimit Yourself. 21rb PIPE MOUNT '0 10. SECTOR TYPE AZIMUTH ELECTRICAL MECHANICAL RAD CTR, AGL MAKE MODEL FEED CABLE MFG LENGTH COLOR SIZE LENGTH SIZE LENGTH BOTTOM FXL-1873 COMMSCOPE 200't RED Al6' Yt' 10' 285 BILLERICA ROAD Tz/Rx 30' - - 167'3 KATHREIN 800-10504 BOTTOM FXL-1873 COMMSCOPE 200'3 RED 15' 6' A, 10' THIRD FLOOR ALPHA BOTTOM FXL-1873 COMMSCOPE 200't RED K' 6• y tp• CHELMSFORD, MA 01824 Tx/Rx 30' - - 167't KATHREIN 800-10504 TEL (978) 244-7200 - - BOTTOM FXL-1873 COMMSCOPE 200.3 RED ly' 6' 1�" 10' FAX (978) 244-7240 DOWN TILT BRACKET a BOTTOM FXL-1873 COMMSCOPE 200't BLUE li' 6' 74' 10' �7d Tx/Rx 150' 167't KATHREIN 800-10504 SECTOR CAINW BOTTOM FXL-18731 COMMSCOPE 200't BLUE 1<i' 6' Ye' 10' GPS BETA ANTENNA DIMENSIONS: BOTTOM FXL-18731 COMMSCOPE 200't BLUE Yi' 6' J5' 10' 5'H x 3.2b Tz/Rx 167't KATHREIN 800-10504 �..� METRO PCS SECTOR ANTENNA - BOTTOM FXL-1873 COMMSCOPE 200't BLUE Yi' 6' A. 10' �/) VALYOHf 10' LIGHTWEIGHT T-FRAME e BOTTOM FXL-1873 COMMSCOPE 200't GREEN Yt' 6' X. 10' NO.80SECTOR 101NT(PART Tx Rx 270' - - 167't KATHREIN Boo-10504 ADVANCED PANEL ANTENNA DIMENSIONS: 3)800081) / BOTTOM FXL-1873 COMMSCOPE 200't GREEN J4' s' 10' ENGINEERING GROUP, P.C. 5411 x 6)x 3b BOTTOM FXL-1873 COMMSOOPE 200GAMMA 't GREEN 7S' 6' Ye' 10' ONE _6RODwdW.A,x6,mlye0. (TYP'OF 8) Tx/Rx 270' - - 167't KATHREIN 800-10504 T BOTTOM FXL-1873 COMMSCOPE 200't GREEN Xj 6' Yf 10' r.Aoeem OW YETROPCS PANEL ANIENWS 1 Der 05-30FFAME G a oars (2 PER SECTOR,TOTAL OF 6) - - GPS - - - - - - - Y! - 25'* .rc Qt Arc - - - - RM111*'a°M GPS AND ANTENNA DETAIL TRUE 4)NORTHs�z Sruc•NTs 2 ANTENNA MOUNTING PLAN $-2 SCALE:1/4-1-O _ 0 2'-0' 4'-0' 8'-0' 12'-0• GPS ANTENNA - `tM a4SSd TUBULAR ARM PIPE - (BY PCTEL) Mourn(PART.NO:e51304) co11AR ciao,! MARC R. 4 1/2•DNA.MOUNTING PIPE I I MOUNT KIT �' CHRETIEN myr EXISTING CIVI TIE 84K ARM G TOM UYED PROPOSED GABLE LADDER PLATE A x A x 104 A 0 SCH. 40 x 18'I.G. No. 13 LG.GALV.(A-36) i i MIN SS OR GAILY.PIPE • 5" • 12-COAX CABLES STACKED 7. 7 7 AND (1) REMOTE-TILT MOUNTING i i TILT HDI ES FOR 2r(3 2.¢" % f' E CONTROL CABLE W/S.S. BRACKET PLATE I I ADJUSTMENT S SNAP-IN CABLE HANGERS - Yi x W SLOTTED M1i SECTION A-A ANDREW LDF7-50A OR 0 HOLE FOR 970 PIPE EQUAL 4` b ENGINEER/LAND SURVEYOR U-BOLT(TAP) ILL7 A-A IT IS A VIOLATION OF LAW FOR ANY PERSON. _ UNLESS THEY ARE ACTING UNDER THE DIRECTIONICE BRIDGE Tye x 2W SLATTED HOLE FOR PLATE A.THICK �36" OF A LICENSED PROFESSIONAL ENGINEER• !S / SUPPORT POSE 2'0 PIPE U-BOLT WITH DOUBLE TO ALTER 7tp5 DOCUMENT. Y-0 COAX CABLE MINIMUM NUTS AND WASHERS(IYP.) i MANUFACTURER'S STANDARDBENDING REVISIONS MANUFACTURER'S VALMDNT 1U u rr T- SECTOR MOUNT(PARR No s0009l) EIDsnNG GUYED TOWER GPS ANTENNA MOUNTING BRACKET MOUNTING BRACKET PLATE (TAP.OF 3) NOTE: 0 12-COAX CABLES STACKED THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD -1 ' DIAMETER GALVANIZED STEEL OR b STAINLESS STEEL.PIPE. THE PIPE MIST NOT BE THREADED AT THE ANTENNA t. CONTRACTOR TO VERIFY SIZE AND SLOPE OF AND (t) REMOTE-TILT MOUNT END. THE PIPE SHALL CAR EXISTING TOWER LEGS PRIOR TO ORDERING CONTROL CABLE-TILT TO THE REQUIRED LENGTH LASING A HAND OR ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. THE CUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHE) MOUNTS A DREW LDF7-SOA ORP-IN CABLE E TO THE ANTENNA MOUNT. ANTENNA MOUNTS CCINFORM TO TS AND COMPONENTS SHALL EQUAL 1 /22/09 ISSUED FOR CONSTRUCTION 2. ANTEIO NDED 2. THE MOUNTING PLATE SHALL EE FASTENED AS SHOWN AND ATTACHED TO THE APPROPRIATE SUPPORT STRUCTURE CALCULATIONS AND TOWER MANUFACTURER'S PROPOSED CABLE LADDER USING U-BOLTS THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE MOUNTING PLATE USING THE OVERSIZE Q /11/09 ISSUED FOR REVIEW RECOMMENDATIONS. U-BOLTS PROVIDE)TO ALLOW ADJUSTMENT. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. REV. DATE DESCRIPTION 3. USE VALMONT 10'LIGHTWEIGHT T-FRAME MOUNT NOTE: (PARTMOON No:RT.NO:) 513 4u6uLAR AN PIPE r-s• a GPS MOUNTING DETAIL MOUNT(PARE.N0:8WITH T 1. COAX CABLES TO BE STACKED �'T la us m BI: Sir AS PER TOWER MANUFACTURER g_p SCALE NTS HYN00318 OfMtrN S~' ST AS SNONM 4. CONTRACTOR TO VERIFY DIMENSIONS OF TOWER RECOMMENDATIONS k TOWER � loan or. ANC PRIOR TO ORDERING ANTENNA MOUNTS. STRUCTURAL ANALYSIS. (PROVIDED BY OTHERS) a COAXIAL CABLE HANGER SITE NAME: s-2 SCALE*Ors 3 4 5 3 HYNO031 B �3 1/2' PIPE S' PDT OAK STREET ICE ITEM PART NO. DESCRIPTION Im. ��. BARNSTABLE e ANTENNA MOUNT DETAIL ; ; 1 WBT243.o1 vEEmGI TRAPEZE SECTION t m e S-2 SCALE.NNITS ri _ i 1 2 WBT723.02 12'HORIZONTAL TRAPEZE SECTION 3 -III III ' I-I I I SITE ADDRESS; • A 13 Mr-387 SQUARE WASHER, 1 1/2-xi 1/21V/7/18'HOLE 8 III—III° 'i I.I I-I 4 GB-03205 3/8%2'GALV.BOLT KIT 3 S O m O - --4'Ow STREET 5 GWF-03 3/8'GALV.FLAT WASHER 3 m BARNSTABLE,MAOM 6 GB-WI05 3/8'xt'GALV.BDLT MT 6 O e i O DRAWING TITLE: I 2 o O ITEM PART NO. DESCRIPTION CITY. 4 i CONCRETE Foonr� O m 1 WBLB123.06 12'WAVEGUIDE BRIDGE SUPPORT BRACKET 2 2 ANTENNA MOUNTING PLAN, o e 2 MF-130 DIRECT BURIAL PIPE COLUMN, 13'-4' 2 SCHEDULES,AND DETAILS O 3 WB-CY110 12" SAFETY GRATING 1 2 4 WB-K1108H HARDWARE KR fTEM 5-16 1 ^ I L-J I m O - DRAWING N0: e CABLE BRIDGE DETAIL S-2 eCABLE BRIDGE FOOTING e CABLE LADDER DETAIL s-2SCALE.NIPS s_2 sruE:Ors s-2 SLUE:NIS • - EXISTING UTILITY POE(NOT LAMM) MAKE All CONNECTIONS AS PER UTILITY COMPANY'S REWIREMEIITS metr®PCS. Unlimit Yourself. TO(E)SERVICE(SEE POWER TOM) TAKE THE PLACE OF(E)METER WITH EXISTING 200AMP SERVICE PANEL a112OM-2P' 1N,10.3W MANUAL BYPASS METER NUAL TRANSFER SMTTCHH(INCLUDED W/FTC) (P)METER IL0.AN K 2 MANUAL (BEHIND)TO BE REMOVED BY-PASS METER MIlBAHK 2272RL(� 285 BILLERICA ROAD EQUAL)W/200A,2P TENANT CIRCUIT EXISTING HOFFMAN ENCLOSURE THIRD FLOOR FTC,TRANSECTOR M/N BREAKER AND LOCKABLE BREAKER (BEHIND)TO BE RE-USED PROPOSED CONNECTION PER --�1101-781-200, DOOR (TEST EXISTING CIRCUITS) RADIO EQUIPMENT VENDOR CTELM(9 8) 244 772004 l t2o/24ov,zaa MODCELL (E)H-FRAME WITH 4 GANG ' �______ FAX 978 244-7240 MOI 4'� WITH STACK AND�DONED 200 1 iFUTuit ETER ' II FURORE I PANEL AMP SERVICE BBII MODCEl1 ;,uo.OB ,20k- ; I I f8'I AND BBIJ 4.08 I � I HOFTLIAN ENCLOSIIRER I I I I PPC T 4 06 (3)l2/0 h USA-1P i i ii i 0 iIL-�61 (+)/?/� 10A-JP II I TElCO FAN M S S S GENERATOR I 100A-2P T I (3)/i h(1)JBG IN 1'C ===1-__-----'__ �- _______ - I ; RECEPTACLE I ------ ________ _______ ___ =====eQ =_ ________ _ — ADVANCED (wwDED I Im-2R I _ ENGINEERING GROUP, P.C. W/PTC) I '�------_-q_--------------------#'===an,>j — 2•TOM CONDUIT FURORE CONNECTIONS---- (FUTURE)' , TO MOOCElI 4.08 34,d,M OM I I , -----------�. `(3)/1 &(1)I8G IN rC i�MOD CELL: P .L; i (3)/1 h(1)/8G- 1'C n°0fe FFVJMDM°os,e SERVICE GROUND (FUTURE) I r----� i ,I,IIIII■, , (1)2'PVC CONDUIT W/BELDEN 25 PAIR{ I ; SHEILDED WIRE W/FULL-LENGTH PULL ROPE11. (3)/3/0 k(+)/2G-2'C SPOWER RISER DIAGRAM SDME.Nrs N Of N4SS4c�G o MARC e ONE-LINE DIAGRAM " CHRETIE a SCALE:NIS - CIV No. A� SSip09AL E110 ENGINEER/ RYbR IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. REVISIONS LOW AREA PAVED AREA - SQUARE D,TYPE oo SCHEDULE 22,000 A.I.C. - Two COURSES OF SQUARE D.TYPE 0 200A.2P MAIN PANEL NEMA 1 1-1/2'BITUMINOUS PAVEMENT - 6 ML YEUDW WARNING TAPE 1 /22/09 ISSUED FOR CONSTRUCTION FINISH GRADE 'HIGH VOLTAGE' 0 09/11/091 ISSUED FOR REVIEW c1 DESCRIPTION AMP AMP DESCRIPTIONCKT SAGE BE R STAYING EVEN EDGE BEFORE PAVING REV. DATE DESCRIPTION RIGID STEEL CONDUIT PLUG RIGID STEEL CONDUIT COUPLING 1 - SPARE 2 2~..i 8'GRAVEL BASIL PRO,ECT N0. OESIGIIED BN ST SCALE. MOD CELL/1 100 _ SPARE 4 m :;:Its'r j M'N00318 fXNARN Br: ST AS SNONN ClE"BY: MRC 5 MOD CELL/2(FUTURE) 1Do - SPARE 6 - 12 6'7 - SPARE SITE NAME: 8 GRADE 9 - SPARE 10 COMPACTED SPARE - _ SPARE 12 B'MIN. COMPACTED BA0Kf1LL ` /•�il\y0' •�;✓�y '�� �� 13 SPARE - - SPARE 14 4PROCESSED HYN0031 B ,5 _ SPARE ,6 OAK STREET ICE 17 SPARE _ - SPARE 18 TILE�LEPHONE SERVICES �AS SHOWN 5 FOR RIGID STEEL CONDUIT BARNSTABLE 19 - SPARE 20 SEE UTILITY AND SITE PLANS.PROVIDE SECO M ELECTRIC SERVICE. 21 20 10 TELCO FAN 22 APPROVED PULL BOXES AS REQUIRED. PRIMARY HIGH VOLTAGE SERVICE SURGE SUPPRESSER AND WORDI NTE MS ALLATION W/ALL REQUIRES 4'CONCRETE 23 R 1S GFl RECEPTACLE 24 COMPANIES FOR HNIEI�1, ENCASEMENT. SITE ADDRESS: ALT��POINM pRO,� RK;to STEEL To PVC ADAPTOR PVC SCHEDULE 40 SIZE AT AS SHOWN ON LAYOUTS 463 BARNSTABLE,MA 02M e CONDUIT DETAIL e BURIED CONDUIT DETAIL PANEL SCHEDULE E_, SCALE.Mrs DRAWING TITLE: SCALE TUTS E_, SCALE VIES ONE-LINE DIAGRAM, RISER,AND DETAILS DRAWING N0: E- 1 GRAM TO UPPER EGB ANDREW UGM �—ANDREW UD me#r®PCS. BKR'! —�� , GADWELD Unlimit Yourself. � ANTENNA MOUNT(,ROUND AMENNA MOIR caouHo � � COAX CAME COAX CABLE GROURaNC KITS m GROUNDING IQIS ND 285 BILLERICA ROAD 0 0 O THIRD FLOOR m ND CHELMSFORD, MA 01824 m RING GROUND/2 AWG BCw TEL (978) 244-7200 4 s CABLE GROUND KIT ND m SOLID,TINNED FAX (978) 244-7240 2 E-2 CADWELD.TV. CADWEID GPS ANTENNA TO GROUNDING RING o GROUNDING TO LOWER EGS GROUND ROD COPPER CUD UPPER CIGBE . COAK CABLE KITS STEEL 5/8-rx 10'-0'LONG LOWER CIGBE E2 7 - /e AWG GREEN INS. COPPER(TYP.) ND LOWER ND UPPER ^A- ADVANCED --� �- TO MOB//EG6 ENGINEERING GROUP.P.C. awE�aeeo �+a.�+n• -GPS GROUND BAR 2 5 To EXIST.GROUND RING COAX ISOLATED GROUND BAR EXTERNAL(CIGBE) GROUND ROD DETAIL T E-2 SGILE SCALE NiSCALE.,NTS ee mis Rk e05-30-e119 TALC a0a-ap-raw /2 AWG SOLID TINNED COPPER(TYP) . FROM EGO(WHQN SHOWN ON . GROUNDING RISER DAMAM) OF N4S C COAX CABLE KITS e e GROUND ROD W/fESf WELLSPARES - ♦��* Sq O E2 E-2 (TYP.of 1)MGKoaa� MARC CHRETIEN CIVIL TO GROUNDING KITS m 1 OOUIRIEL�TTGRROUND WIRE DOWN T°f GROUND�DNDA BEND AND BARR. ALWAYS � No.40313 2. GROUNDING IOT SHALL BE TYPE AND PART NUMBER AS If - SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. i I 3. WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH Es 1 E GROUND ICE KIT.COLD SHRINK SHALL NOT BE USED. BRIDGE POSTS b b •P)wrz •OI Mn i S 7 i S I I ENGINEER/LAND SURVEYOR 2 1/YO MALL 12'TO 24' METER AND - � � rt 6 A vTOtwTWN OF LAW FOR ANY PERSON. DISCONNECT CAD ANTENNA CABLE UNLESS THEY ARE ACTING UNDER THE DIRECTION MM7OF A LICENSED PROFESSIONAL ENGINEER. M TO GROUND RING - TO ALTER THIS DOCIUMENL - AT GROUND ROD - TO EQUIPMENT MN DREW UG8W OR EQUAL WITH HOE REVISIONS 5 GROUND RODS PATTERN AND STANDOFF INSULATORS WEATHERPROOFING KIT /2 AWG SOLIDE-2 (TYP.OF 4) AND MOUNTING BRACKETS AS SHOWN (SEE NOTE 3) TINNED COPPER - CADWETD !! CABLE GROUND IUT TO EXISTING (TYP) /2 AWG SOLID TINNED M GROUND RING AT t . SERVICE COPPER(TYP.)TO EXISTING GROUND ROD - /WIRE(GROUNDED TO GROUNGROUN GROUND CONDUITS GUM RING(M.OF 2) m (SEE NOTE 1 3 2) 1 GROUNDING RISER DIAGRAM 3 MASTER GROUND BAR(MGB)/EQUIPMENT(EGB) CONNECTION OF CABLE GROUND KIT 1 /22/09ISSUED FOR CONSTRUCTION E-2 SCALE:NTS- - E-2 SCALE:NIS E-2 TO ANTENNA CABLE o /11/091 ISSUED FOR REVIEW GRO SCAE HTS REV. DATE DESCRIPTION F UND LUG TO ANTENNA PRoasYa NO. DLvcNm En: sr sDUE . - Nw10DS18 DRAWII(M ST AS SHOWN • ANTENNA NOTES pE>Ccb�: LwC GROUND BAR CIGBE ! 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS TOP OF GUY TOWER DIRECT GROUND WIRE DOWN 1O ANTENNA GROUND BAR. SITE NAME: 11B AWG FROM ANTENNA SEE NOTE 1. CAGE GROUND� STANDARD GROUNDING KIT (TYP) 2. WEATHER PROOFING SWLLL BE Two-PART TAPE Krt.COLD I SHRINK SHALL NOT BE USED. HYN0031 B 2 AWG BCW #6 AWG (PROVIDED WITH To ANTENNAS GROUNDING KIT TYP) OAK STREET ICE SLEEVE ISHN e GROUND�NA�ft" LUG (TYP) �NNA STANDARD ROUND KIT (TYP.) TX1 RX1 'X2 '� ,� °tP"°"T'G BARNSTABLE SITE FINISH LRAOE GROUND BAR (CIGBE) BOTTOM OF GUY TOWER COAX CABLE SEE NOTE 1. (TYP FOR ALL) COAX,LIMPER(TYP.) GROUND KIT(M.) x :tirram. #6 AWG LUG (SEE NOTE) SITE ADDRESS: O O O O O O O (2) #2 AWG BCW 463 OAK STAEEf CAmmD CONNECRON(TYP.) OQ O O O O O O O QO TO BTS VIA TRAY OR ICEBRIDGE COKIT(NEP ADnw , 16� ���MA GRADE ANTE m GROUND 2 AWG SOLID, WIRE SIMILAR TO DETAIL 3� DRAWING TITLE: GROUND WIRE :PMW!AL 1->tIO`NOTCH SLEEVE FOR 2 AWG BCW ANTENNA CABLE TO BTS BONS INSULATORS.TO TOP PASSAGE OF RING WIRE ING GROUNDMAINTAIN INTERIOR OF 2 AWG B EQUIPMENT(TYP.) of MONOPOLE OR TOWER. SLEEVE DEBRIS FREE. 0 A WELD TO BE USED WITH _ wc T1CW TO BuuDINc SETS. GROUNDING DETAILS GROUND OR GROUND RING NOTE: SUPS PIPE rot AWG BONDED 51W COPPER CUD 1. NUMBER OF GROUND BARS MAY VARY DEPENDING ON THE TYPE OF STAINLESS STEEL GROUND ROD *—GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES TOWER. ANTENNA LOCATION AND CONNECTION ANTENNA LOCATION SHALL ONLY USE EXOTHERMIC WELDS. AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 2. A SEPARATE GROUND BAR TO BE USED FOR GPS ANTENNA IF REQUIRED. DRAWING N0: e GROUND ROD TEST WELL DETAIL e INSTALLATION OF GROUND WIRE a ANTENNA CABLE GROUNDING-TOWER a CONNECTION OF GROUND WIRE TO C E-2 SCALE:NTS E-2 TO GROUND BAR E-2 �"`E HTS M E-2 GROUNDING BAR,TOWER/MONO C POLE SCALE:HIS I SCALE NTS