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0049 OCEAN STREET (2)
S . r I} j' a �^1 a L. 9 "\ " � i '� f` � `� i i f Eamon T. Kernan, P.EAl- � One General Way Director of EngineeringP.O.Box 373 L ^D 4/�L/�� �(� �j Tel 781-942-0024 Readings,MA 0.}886- �" Q�('J p n�(J(�( -1 A E R I A L 1 ) Q SPECTRUM ///��� INCORPORATED .� / � �'�{F t � 'un/ 1 TELECOMMUNICATIONS SITE DEVELOPMENT mobile 617-877-8453• fax 781-942-0551 e-mail eamon®aerialspectrum.com 4 _r,r Ty L TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 00' Application # -- Health Division Date Issued —3 6e, /01C Conservation Division Application Fee 1� Planning Dept. Permit Fee 4,3 - 6 Date Definitive Plan Approved by Planning Board S - 76 Historic - OKH _ Preservation / Hyannis Project Street Address Village _4,1 Q� , \5 Owner_Jew Z- Address ?0 Qo X 1.4 Addiscr,-, Telephone CD 11_1 ` 5 LA Permit Request Scums (a oP IQ •eXt(s4ii 14 ax.�e nnws LAu_ b f�&w Ones warp n!q� Th �U_Uns !b on (T 1-0 RIC-I CcUnU-S hA cogY_ fun . Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District N i/ Flood Plain Groundwater Overlay Project Valuation 06 0 Construction TypeT Lot Size Grandfathered: ❑Yes ❑ 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 II Basement Finished Area (sq.ft.) Basement UnfiniheHret9sR. )f Number of Baths: Full: existing new Half: exits 0 2016 new Number of Bedrooms: existing _new TOWN OF BARNSTABLE 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 MYes ❑ No If yes, site plan review# Current Use Tr3Lkj12X- Proposed Use -60— APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 3'03 (1 �� � Cc) A O11 Telephone Number Address Ltq � �� �� License # 1 n� 0 C9 L 1 y Home Improvement Contractor# Email S dVorkes�Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO�f Pf- 1 -r-N tk_)&Q l`(U 5-e wf�bo(-o SIGNATURE r DATE FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - VOMM- wireless July 21,2014 RE: Verizon Wireless authorization Structure Consulting Group is a contractor for Verizon Wireless and therefore an authorized agent. Please allow Structure Consulting Group to sign on behalf of Verizon Wireless for all permitting and zoning documents.This pertains to all cellular sites where Verizon is changing equipment or performing a new install. Please do not hesitate to contact me now or in the future, if you have any questions. Thanl: you for your continued assistance. Sincerely, Daniel Fitzpatrick Verizon Wireless Real Estate Manager- NNE 400 Friberg Parkway Westborough, MA 01581 Desk: (508)330-3343 G R 0 U P May 20, 2011 Barnstable, MA Town Hall 367 Main St. . Hyannis, MA 02601 To Whom It May Concern: Structure Consulting Group employs John McGillicuddy and Eric Wainwright. All,employees, including John and Eric, are.covered by the Structure Consulting Group Insurance.'-Please see copy of Insurance attached. Please contact me with any questions. Steven Bozkurtian Steven A.. Bozkurtian President Structure Consulting Group;Inc: 49 Brattle Street Arlington, MA 02474 0: 781-791-7724 Ext. 11 M: 617-448-2470 F: 781-791-7704 . l \ The Commonwealth of Massachusetts y, Department of IndustrialAccidents- I Congress Street,Suite 100 Boston,MA 02114-2017 wwn.mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY: Applicant Information Please Print Leeibly Name(Business/Organization/Individual):Structure Consulting Group Address:49 Brattle St. City/State/Zip:Arlington, MA 02474 Phone#:781-791-7724 Are you an employer?Check the appropriate box: Type of project(required): LE]1 am a employer with 50 employees(full and/or part-time). 7. New construction 2. . I am a sole proprietor or partnership and have no employees workin for me in ❑ F , g $. 0 Remodeling any capacity.[No workers'comp.insurance required.] 1[]1 am a homeowner doing all work myself.[No workers'comp:insurance required.]t 9. El Demolition 10❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. i will' ensure that all contractors either.hade workers'compensation insurance or are.sole 11.[]Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.Q 1 am a general contractor and I have hived the sub-contractors listed on the attached sheet.* 13.�Roof repairs These sub-contractors have employees and have workers'comp.insurance.' 6.[]We are a corporation and its officers have exercised their right of exemption per MGCc. 14. Other.Telecom 152,§1(4),and we have no employees.[No workers'comp.insurance required.] Any applicant that checks box#1 9 must also fill out the section below showing their workers'compensation policy information.' t Homeowners who submit this affidavit indicating they are,doing all work and then hire outside contractors must submit a new affidavit indicating such. %Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Twin City Fire Ins Co. _ Policy#or Self-ins.Lic.#:76 WEG GB2651 Expiration Date. .1-3-17 l 1 Job Site Address: 1 C) c- o City/State/Zip:,&C X, Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy.of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify der the ains d aloes of perjury that the information provided above is true and correct: t sigh d Date: c7 Phone#:781-791-7724 Of use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): ' 1.Board.of Health 2.Building Department:3.City/Town Clerk 4.Electrical Inspector,5.Plumbing Inspector 6:Other Contact.Person: Phone#: Massachusetts-Department of Public Safety Board of Building Regulations and Standards Corsi struction Sij n'isor License: CS478888 John G McGillicuddy r+. 65 Governors RosO �5 Milton MA 02186 � f Expiration 07/11/2018 Commissioner dam•- /� NEG DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE R045 1/13/2016 THIS CERTIFICATEIS 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 SUBROGATIONIS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PAYCHEX INSURANCE AGENCY INC IN"C,,"o,E,�): (A/C,No): (888) 443-6112 210705 P: F: (888) 443-6112 E-MAIL ADDRESS: PO BOX 33015 INSURER(S)AFFORDING COVERAGE NAIC# SAN ANTONIO TX 78265 INSURERA: Twin City Fire Ins Co 29459 INSURED INSURER B INSURER C: STRUCTURE CONSULTING GROUP, INC INSURER D: 49 BRATTLE ST INSURER E: ARLINGTON MA 02474 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADOL SUBR POLICYNUMBER PDYEFF POLICYEXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE❑OCCUR DAMAGE TO RENTED PREMISES Ea occuvenee S MED EXP(Any one person) $ PERSONAL B ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S POLICY PRO LOC PRODUCTS-COMP/OP AGG JECT $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Per accident) $ S UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSA 77ON X PER OTH- AND EMPLOYERS'LIABILITY STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $1, 0 0 0 r O O O OFFICER/MEMBER EXCLUDED? A (Mandatory /nNH) El wA 76 WEG GB2651 01/03/2016 01/03/2017 E.L.DISEASE-EA EMPLOYEE $1 000r 000 r If yes,describe under E.L.DISEASE-POLICY LIMIT 11000, 000 DESCRIPTION OF OPERATIONS below r DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Those usual to the Insured's Operations. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable AUTHORIZED REPRESENTATIVE ` 100 MAIN ST Q, -1.91; HYANNIS, MA 02601 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Ac RV CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDNYYY) `..� 10/5/2015 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 endorsement(s). PRODUCER CONTACT Mike Tarpey NAME: y Tarpey Insurance Group PHONE E (617)527-6070 FAX No:(617)527-1980 343 Washington Street AIL ADDRESS:michael@tarpeyinsurance.com INSURERS AFFORDING COVERAGE NAIC# Newton MA 02458 INSURER ANOrfolk & Dedham 23965 INSURED INSURER B Structure Consulting Group, Inc. INSURERC: 49 Brattle Street INSURERD: INSURER E: Arlington MA 02474 INSURER F: COVERAGES CERTIFICATE NUMBER:2015-2016 Term REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE 1=Ana ADDL SUER POLICY NUMBER MM/DDNYYY MPOLICY EFF M%DDY EXP LIMITS X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ A CLAIMS-MADE X❑OCCUR DAMAGETORENTED 50,000 PREMISES Ea occurrence $ R0105555 10/5/2015 10/5/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 M'OTHER: L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑PRO ❑ LOCJECT PRODUCTS-COMP/OPAGG $ 2,000,000 $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident 1,000,000 ANY AUTO BODILY INJURY(Per person) $ 20,000 A ALL OWNED SCHEDULED AUTOS X AUTOS 91022321A 1/6/2015 1/6/2016 BODILY INJURY(Per accident) $ 40,000 X X NON-OWNED Pea cident DAMAGE $ HIRED AUTOS AUTOS Medical payments $ 5,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAR CLAIMS-MADE AGGREGATE $ 5,000,000 DIEDX RETENTION 10,000 U0908417A 10/5/2015 10/5/2016 F $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑N/A (Mandatory in NH) r - E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Informational purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE M Tarpey, VP, CIC, LI ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 rgot4nn TECHNOLOGY CORPORATION STRUCTURAL ANALYSIS REPORT 104' SELF-SUPPORTING TOWER BARNSTABLE,MASSACHUSETTS. Prepared for Verizon Wireless Verizon Site: Hyannis September 2, 2015 , � y(!i OF Iygss O� .ROB r E. �G CADr1SR,JR. STRUCTURAL N No 42964 TONAL APT Project#MA1414711 EA SADDLEBROOK DRIVE;KILLINGWORTH,.CT 06419-.PHONE 860-663-1697 FAX 860-663-0935 (9 1.16 GRANDVIEW ROAD CONWAY,NH 03818'PHONE 603496-5853 FAX 603-447=2124 STRUCTURAL ANALYSIS REPORT 104' SELF-SUPPORTING TOWER BARNSTABLE,MASSACHUSETTS prepared for Verizon Wireless EXECUTIVE SUMMARY: All-Points Technology Corporation, P.C. (APT) performed a structural analysis of this 104-foot self- supporting tower. The analysis was performed for Verizon Wireless's proposed replacement of six panel antennas and three TMAs at 104' as detailed below. The existing eighteen 1-5/8" feed lines are to remain. This analysis also included equipment changes proposed by AT&T Mobility as detailed below. Our structural analysis indicates the tower and foundations meet.the requirements of the Massachusetts State Building Code and TIA-222 with the proposed changes. INTRODUCTION: A structural analysis was performed. on the above-mentioned communications tower by APT for SAI Communications Inc. The tower is located at 49 Ocean Street in Barnstable, Massachusetts. APT visited the tower site on September 20, 2012 and December 16, 2014. The tower was climbed in its entirety to compile data necessary to perform the structural analysis. A site visit was not conducted for this particular analysis. The tower consists of a four-legged 104' self-supporting lattice structure and features angle steel leg and bracing members. The analysis was performed for theffollowing antenna inventory(proposed changes shown in bold text): Antenna Elev. Mount Coax. (1)BXA-70080/6, (2)BXA-70063/6, (3)MG D3- 104' (3)15'sector mounts (18) 1-5/8", 800T, (1)LNX-8513DS,(2)LNX-6514DS, (6)3/8"RET (1)HBX-9016DS,(2) HBX-6516DS panels, (3)ATMAP-1A20 TMAs 10' high performance dish 94' 12' x 4 '/z"pipe (2)EW63 4' dish with radome 84' 6'x 4%z"pipe EW90 (2)800-10121, (4)HPA-65R-BUU-H6, 78' (2) Commscope (8)7/8 (2) OPA-65R-LCUU-H6 panels,(10) RRHs,:(4) • , MTC3615 mounts (3)fiber, A2 Modules, (2)DC648 surge suppressors, (6)power (4)TMAs, 4 RETs, (4)Di lexers:z 8' high performance dish 76' 10' x 4 '/2"pipe (2)EW63 (1) 800-10121, (2)HPA-65R-BUU-H6 66' Commscope (4) 7/8" (1)OPA-65R-LCUU-H6 panels, (5)RRHs, MTC3615 mount (2)A2 Module,(1)DC648 surge suppressor, (2)TMAs,.(2)RETs, (2)Di lexers.z All-Points Technology Corporation 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT. 06419. (603)496-5853 (860) 663-1697' Verizon Wireless September 2, 2015 104'Self-Supporting Tower,Barnstable, MA Page 2 Verizon Site:Hyannis APT Project#MA1414711 ' Four BXA-70063/6, two BXA-70080/6, three MG D3-800T, one AXP16-80, two AXP18-60 panels and three TMAs currently installed, fed by eighteen 1-5/8"lines. . 2 Two 800-10121 panels, one AM-X-CD-18-65 panel, two RRHs,:two diplexers.and two-TMAs fed by four 7/8" lines currently installed per sector. One existing DC6-48 surge suppressor with one fiber and two power cables also feed the full array. STRUCTURAL ANALYSIS: Methodology: The structural analysis was done in accordance with the Massachusetts State Building Code and TIA-222, Revision G(TIA), Structural Standard for Antenna Supporting Structures and Antennas. The analysis was conducted using a 3-second gust wind speed of 115 miles per hour with no ice and-.40- mph with 3/4"radial ice in accordance with the TIA-222-G.standard for Barnstable County,Massachusetts. The following additional design criteria were used: Structure Class: II Topographic Category: 1 . Exposure Category: B Analysis: Analysis of the tower was conducted in accordance with the criteria outlined herein with proposed equipment changes as previously described. The following table summarizes"the results of the analysis based on stresses of individual leg and bracing members: Leg Bracing Elevation Capacity Capacity 86'-104'. 20% 15% 71'-86' 796/. 76% 41'-71' 82%:: 69% 11'-41'. - 76% 57% 0'=11' 50% 63%. Bracing, Splice and Anchor Bolts: Connection bolts were evaluated under the proposed loading. All bolts were found to be adequately sized to support the proposed loads. Base Foundation: Evaluation of the existing base foundation was performed based on a foundation investigation'.by Structural:Components,`LLC:.The .foundation was determined to be adequately sized for-the proposed equipment changes. All-Poi nts'Technology Corporation 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth; CT 06419 (603) 496-5853" (860) 663-1697 Verizon Wireless' September 2, 2015 104'Self-Supporting Tower,Barnstable, MA Page 3 Verizon Site:Hyannis APT Project#MA1414711 Factored base reactions imposed with the proposed equipment were calculated as follows: Compression: 141.1 kips Uplift: 127.2 kips Shear per leg: 19.7 kips Overturning Moment: 3012 ft-kips ` CONCLUSIONS AND RECOMMENDATIONS: Our structural analysis indicates the 104-foot self-supporting tower and foundation located at 49 Ocean Street in Barnstable, Massachusetts meets the requirements of the Massachusetts State Building Code and TIA-222 with the equipment changes proposed by Verizon Wireless. This analysis also included equipment changes proposed by AT&T Mobility. LIMITATIONS: This report is based on the following: 1. Tower is properly installed and maintained. 2. All members are in an non-deteriorated condition. 3. All required members are in place. T 4. All bolts are in place and are properly tightened. 5. Tower is in plumb condition. Condition assessment of.the tower. confirmed;the tower was in sound condition to the extent:observed. Detailed inspection of each and every member and connection was not accomplished nor is it practical.. ' All-Points Technology Corp., P.C. (APT) is not responsible for any modifications completed prior to or hereafter which APT is not or was not directlyinvolved. Modifications include but are not limited to: 1. Replacing or strengthening bracing and/or leg members. . . 2. Adding or relocating stabilizers. 3. Installing antennas and/or antenna mounts. 4. Extending tower. APT hereby states that this document represents the entire report and that it assumes no liability for any factual changes that may occur after the date of this report. All representations, recommendations, and conclusions are based upon the information contained and, set forth herein. If you are aware of any information,which is contrary to that which is contained herein, or you are aware of any defects arising from'the original design, material, fabrication and erection deficiencies, you should disregard this report and immediately contact APT. APT disclaims all liability for any.representation, recommendation, or: , conclusion not expressly stated herein. All-Points Technology Corporation , 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT::06419 (603) 496-5853 „ . (860) 663-1697:. Appendix A Tower Schematic 104.O fl 1, a m k I! DESIGNED APPURTENANCE LOADING 100.ok TYPE ELEVATION TYPE ELEVATION v HBX-9016DS 104 (2)Ericsson RRUS-11 78 HBX-6516DS 104 (2)Ericsson RRUS-11 ""- - 78 ^ - - _� 95.0 - HBX-6516DS� - 104 Ericsson RRUS-32 . � 78 N e a _ ❑ lNX-8513DS-VTM - 104 ' Ericsson RRUS-32 - 78" - - 9 .. LNX-6514DS-VTM 104 Ericsson RRUS4=2 -- 78 a LNX-6514DS-VTM 104 Ericsson RRUS-E2 78 90.0 BXA-70080/6 104 Ericsson RRUS-12 - 78 < BXA-70063/6 104 -- Ericsson RRUS-12 - 78 5 �o ¢ a J J z A 86.0 k BXA-7006316 - 104 - (2)Ericsson A2 Modules - 78 MGD3800TX 104 (2)EricssonA2 Modules 78 fO MG D3-800TX 104 -(2)Raycap DC6-48-Wl8-8F rouge 78 - MG D3-800TX- - 104 suppressor RFS ATMAP-WO TMA 104- - Commscope MTC3615 sector mound 78 1\r� i� (- Commsco a MTC3615 sector mound 78 RFS ATMAP-1A20 TMA - 104 P 78.5 r i _ _ 800.10121 78 .. .. RFSATMAP-1A20TMA- 104 a 15'T-frame sector moved 102 800-10121 78 °y ci 16 T-frame sector mount 102 8'HP dish 76 L i- 15'T-frame sector moved 102 - OPA-65R-LCUU+I6 66 6"Type B.tower ring mound 99 (2)LGP172OX TMA' 66 - - 71.0 ft _ .. 6'Type Btower ring m unt 95 (2)LGP219OX Diplexer 66 - a 10'HP dish 94 - - (2)Ericsson RRUS-11 - - 66 - Ericsson RRUS-32 - - 66 6'Type B tower ring mound 88 r $ 4'dish with radome - 84 - Ericsson RRUS-E2 66 (2)HPA-65R-BUU-H6 78 Ericsson RRUS-12 66 -- 63.5 ft (2)HPA-65R-BUU-H6 - 78 (2)Ericsson A2 Modules _ - 66 OPA-65R-LCUU-H6 78 -- Raycap DC6-08-60-18$F surge- 66 suppressor - - `cab OPA-65R-LCUU-H6 - 78 - (2)7020.00 RET-RCU 78 Commseope MTC3615 sector mmmt 66 (2)7020.00 RET-RCU - 78 800-10121 - - 66 n - - - (2)7020.00 RET-RCU 66. Z - (2)LGP1720X TMA � -' �78 N 66.0 ft - (2)LGP1720X TMA 78 (2)HPA-65R-BUU-H6. 66 TMA 16"x16'x6'- - 8 n w (2)LGP219OX Diplexer - 78 _ c �^ ^ (2)LGP2190X Diplexer 78 SYMBOL LIST 48.5ft IYIARK .. SIZE (HARK :SIg - o . . A L21/2x21Ybd/4 - ❑ MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu . 41.0 ft A36 .. 36 ksi 58 ksi . z o 33.5 ft ALL REACTIONS cp ARE FACTORED MAX CORNER REACTIONS'AT BASE: DOWN: 1410631b 26.0 ft SHEAR: 1973316 cq A UPLIFT.--12716016 e i SHEAR: 181931b M 18.5 k AXIAL _. .. 76806 lb J a SHEAR \ MOMENT 4969.Ib ` 323141 lb-ft 11.0 k TORQUE 665 lb-ft 40 mph WIND-0.7500 in ICE AXIAL 31761lb 3 N SHEAR MOMENT 4598516 3012236lb-ft 0.0fi. TORQUE 1526lb-ft . REACTIONS-115 mph WIND 8 All-Points Technology Corporation °b 104'Self-Supporting Tower 116 Grandview Road Project:M41414711 Hyannis Conway,NH 03818 C11ent Velizon Wireless I D`a.wp by:Rob Adair APP'd:. Phone:(603)496-5853 Code` TIA-222-13 Date:09/02/15 . Scale` NTS FAX: 603 447-2124 Path:cnu wmoea nuo a�w auw 414710 Kmlli~414711 m 'vg No E-1 Appendix B Calculations Job Page tiZxTOWi" 104'Self-Supporting Tower 1 of 8 All-Points Technology Project Date Corporation MA1414711 Hyannis 11:12:09 09/02/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless Rob Adair FAX.-(603)447-2124 Tower Input Data The main tower is a 4x free standing tower with an overall height of 104.00 ft above the ground line. The face width of the tower is 5.42 ft at the top and 16.00 ft at the base. There is a 4 sided latticed pole with a face width of 5.42 ft. 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 115 mph. Structure Class II. Exposure Category B. Topographic Category 1: Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height.. Ice density of 56 pcf. A wind speed of 40 mph is used in combination with ice: Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in latticed pole member 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. Feed Line/Linear Appurtenances Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight, , or Shield Type Offset Offset Per Spacing Diameter Leg ft in (Frac FW) Row in in in elf 3/4"conduit C No At(CaAa) 104.00-0.00 0.0000 0 1 1 .0.7500 0.7500 1.00 1 5/8 C No At(CaAa) 104.00 40.00 3.0000 0.45 18 9 0.5000 1.9800 1.04 3/8 , C No Ar(CaAa) 104.00-40:00 3.0000 0.45, 6 3. 0.4400 0.4400 0.08 7/8 B No Ar(CaAa) 66.00,8.00 4.0000 0.5 12 12 0.0000 1.1100 0,54 7/8 C No Ar(CaAa) 78.00-66.00 4.0000, 6.5 8 8 0.0006 I.l 100 0.54, EW63 A No Ar(CaAa) 76.00:8.00 1.0000 '" 0 2 2 1.5742 1.5742 0.51 EW63 A No Ar(CaAa) 94.00-8.00 1.0000_ . 0 2 2 1.5742 1.5742 0.51 EW90 C No Ar(CaAa) 84.00-8.00 40000 0.5 : - 1 1 0.0000 0.9869 0.32 5/16" B No Ar(CaAa) 66.00 8.00 .-4.0000 0.5 r 3 3. "0.3125 0.3125 0.25. ,- Fiberoptic - cable 5/16" B No Ar(CaAa) : 78.00-66.00. 4.0000, 0.5 2 2 0.3125 0.3125 0.25 Fiberoptic cable 5/8 power B No Ar(CaAa) 66.00-8.00 4.0000, 0.5 6 6 . 0.0000 '0.6450 0.40 5/8 power B No. Ar(CaAa) 78.00-66.00.. 4.0000 0.5 4 4 0.0000 0.6450 0.40 Description 'Face Allow' Component Placement Face Lateral #- CAAA Weight or Shield - Type Offset Offset Leg f in (Frac FW) Aft pif Safety Line A No CaAa(Out Of Face) :" 104.00-0.00 4.0000 0.5 " 1 No Ice 0.04 0.22 3/8. 1/2"Ice 0.14 0.75 ,. .. .1 Ice'. 0.24.. 1.28 Job Page to ,TOwer 104' Self-Supporting Tower 2 of 8 All-Points Technology Project Date Corporation MA1414711 Hyannis 11.12:09 09/02/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 VeriZon Wireless Rob Adair FAX:(603)447-2124 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA' Weight or Type Hon Adjustment Front Side Leg Lateral Vert ft l6 . HBX-9016DS A From Face 4.00 0.0000 104.00 No Ice 5.41 3.59 18.00 0.00 1/2"Ice 5.87 4.04 47.30 0.00 1"Ice 6.35 4.50 82.31 HBX-6516DS B From Face 4.00 0.0000 104.00 'No Ice 3.32 1.99 15.00 0.00 1/2"Ice 3.65 2.30 34.04 0.00 1"Ice 4.02 2.62 57.23 HBX-6516DS D From Face 4.00 0.0000 104.00 No Ice 3.32 1.99 15.00 0.00 1/2"Ice 3.65 2.30 34.04 . 0.00 - 1"Ice 4.02 2.62 57.23 LNX-8513DS-VTM A From Face 4.00 6.0000 - 104.00 No Ice 8.38 5.41 45.00 0.00 1/2"Ice 8.93 5.86 95.39 0.00 1"Ice 9.49 6.33 151.91 LNX-6514DS-VTM B From Face 4.00 0.6060 '104.00 No.Ice 8.41 4.17 36.00 0.00 .' 1/2"Ice 8.96 4.61 74.68.. 0.00 1"Ice 9.52 5.07 125.36 LNX-6514DS-VTM D From Face 4.00 0.0000 104.00 No Ice 8.41 4.17 30.00 0.00 1/2"Ice 8.96 4.61 74.68 0.00 1"Ice. 9.52 5.07 125.36 BXA-70080/6 A From Face 4.00 0.6000 104.00 No Ice 5.77 4.56 25.00 0.00 1/2"Ice 6.22 5.00 61.36 0.00 1"Ice 6.68 5.45 103.29 BXA-70063/6 B From Face 4.00 0.0000 104.00 No Ice 7.73 3.76 25.00 0.00 1/2"Ice, 8.27 4.19 65.60 0.00 1"Ice 8.81 4.63 112.01 BXA-70063/6 D From Face 4.00 0.0000 104.00 No Ice 7.73 3.76 25.00 0.00 1/2"Ice 8.27 4.19 65.60 . 0.00 Vice 8.81 4.63. :112.01 MG D3-800TX A From Face 4.00 0.0000 104.00 No Ice 3.33 2.14 15.00 ' 0.00 1/2"Ice 3.67 2.46 34.51 . 0.00 I"Ice 4.02 2.79 58.26 MG D3-800TX B From Face 4.00 0.0000 104.00 No Ice 3.33 2.14 15.00 0.00 1/2"Ice 3.67 2.46 34.51 0.60 l"Ice 4.02 2.79 58.26 MG D3-800TX D From Face 4:00 0.0000` 104.00 No Ice 3:33 2.14 15:00 0.00 1/2"Ice 3.67 2.46 34.51 0.00 1"Ice .: 4.02 2.79, 58.26 RFS ATMAP-I A20 TMA A From Face 4.00 0.0000 104.00 No Ice 0.85 0.27 8.50 0.00 1/2"Ice 0.98 0.36, .13.79 0.00 1"Ice 1.12 0.46 20.67 RFS ATMAP-IA20 TMA B From Face 4.00. 0.0000 104.00 No Ice : 0.85 0.27, 8.50 0.00 1/2"Ice 0.98 0.36 13.791. - 0.00.. i"Ice 1.12 0.46 . 20.67 RFS ATMAP-IA20 TMA D. From Face 4.00 0.0000 104.00 No Ice 0.85 0.27 8.50 '0.00 1/2"Ice 0.98 .. 0.36 13.79 0.00 1"Ice 1.12 0.46 20.67 15`.T-frame sector mount. A. From Face 1.00 _ 0.0000 102.00 No Ice 15.00 7.50 500.00 0.00 1/2"Ice 20.60 10.30 650.00 0.00 1"Ice 26.20 13.10 800.00 15'T-frame sector mount B From Face 1.00 0.0000 102.00. No Ice 15.00 7.50 500.00' .0.00 1/2"Ice 20.60 16.30 650.00 0.00. V Ice 26.20 13.10. 800.00 15'T-frame sector mount D From Face 1.00 0.0000 102.00 No Ice 15.00 7.50 500.00 -0.00 1/2"Ice 20.60 10.30 650.00 "0.00 1"Ice 26.20 13.10- 800.00 6"Type B.tower ring mount: ..C .None 0.000.0.. 99.00 No Ice 5.48 0.35' .480;00.. ' 1/2"Ice 6.14 0.43 521:19 Job page MxTower 104' Self-Supporting Tower 3 of 8 All Points Technology Project Date Corporation MA1414711 Hyannis 11:12:09 09/02/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless Rob Adair FAX.-(603)447-2124 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Pert h ft ft ft2 lb 1"Ice 6.80 0.52 569.44 6"Type B tower ring mount C. None 0.0000 95.00 No Ice 5.48 0.35 480.00 1/2"Ice 6.14 0.43 521.19 1"Ice : 6.80 0.52 569.44 ' 6"Type B tower ring mount C None 0.0000• 88.00 No Ice 5.48 0.35 480.00 1/2"Ice 6.14 0.43 521.19 I"Ice 6.80 0.52 569.44 800-10121 A From Face 4.00 0.0000 78.00 No Ice 5.46 3.29 50.00 0.00 1/2"Ice 5.88 3.64 82.91 0.00 l"Ice " . 6.31 3.99 120.59 800-10121 B From Face 4.00 0.0000 . .78.00 No Ice 5.46 3.29 50.00 0.00 1/2"Ice 5.88 3.64 82.91 0.00 1"Ice. 6.31 3.99 120.59 (2)HPA-65R-BUU-H6 A From Face 4.00 0.0000 78.00 No Ice 10.36 6.45 55.00 0.00 1/2"Ice 10.93 6.91 117.99 0.00 1"Ice 11.50 7.38 187.38 (2)HPA-65R-BUU-H6 B From Face 4.00 0.0000 78.00 No Ice 10.36 6.45 55.00 0.00 1/2"Ice 10.93 6.91 117.99 0.00, 1"Ice 11.50 7.38 187.38• OPA-65R-LCUU-1-16 A From Face 4.00 0.0000' 78.00 No.lce 10.36 5.52 75.00 0.00 1/2"Ice 10.93 5.97 133.43 0.00 l"Ice 11.50. 6.43 . 198.17 OPA-65R-LCUU-H6 B From Face . 4.00 0.0000 78.00 No Ice 10.36' 5.52 75.00 0.00 - 1/2"Ice 10.93 5.97 133.43 0.00 1"Ice 11.50 6.43 198.17 (2)7020.00 RET-RCU A: From Face" 4.00 0.0000 78.00 No Ice 0.40 0.12 -5.00 0.00 _ 1/2"Ice 0.49. 0.17 7.94 0.00 1"Ice 0.59 0.23 12.09 (2)7020.06 RET-RCU .B From Face 4.00 0.0000 78.00 No Ice 0.40 0.12 5.00 0.00 1/2"Ice 0.49 0.17 7.94 0.00 1"Ice 0.59 0.23 12.09 (2)LGP1720X TMA A From Face 3.50 0.0000. 78.00 No Ice 1.95 0.52 31.00 0.00. • 1/2"Ice 2.13 0.64 41.95 0.00 1"Ice 2.33 0.77 55.17 (2)LGP1720X TMA B From Face 3.50 0.0000 : 78.00 No Ice 1.95 0.52 31.00 0.00 1/2"Ice 2.13 . 0.64 41.95 . ' 0:00. 1"Ice 2.33 0.77 55:17.. (2)LGP219OX Diplexer A From Face 3.50 0.0000 78.00 No Ice 0.27 0.13 6.00 0.00.. 1/2"Ice 0.34 0.18 8.41 0.00 1"Ice 0.43 . 0.24 11.91 (2)LGP219OX Diplexer B From Face 3.50 0.0000 78.00 No Ice 0.27 0.13 . 6.00 0.60 •1/2"Ice 0.34 . 0.18 8.41 0.00 I"Ice 0.43 0.24:. 11.91 (2)Ericsson RRUS-I I A From Face 3.50 0.0000 78.00 No Ice 3.25 1.37 55.00 0.00 . 1/2"Ice 3.49 1.55• 75.80 0.00 1"Ice 3.74 1.74 99.63 (2)Ericsson RRUS-I I B From Face 3.50 0.0000 78.00 No Ice 3.25 1.37 55.00 0.00 1/2"Ice 3.49 1.55 75.80 0.00 1"Ice 3.74 1.74 99.63 Ericsson RRUS-32, ,' A� . From Face 3.50 0.0000 78.00 No Ice 3.87. 2.76 80.00 0.00 1/2"Ice 4.15 3.02 107.93 0.00 1"Ice 4.44 3.29 139.47 Ericsson RRUS-32 B. . From Face 3.50 0.0000 78.00 No Ice 3.87 2.76 80.00 0:00 - 1/2"Ice 4.15 3.02 107:93 0.00 V Ice 4.44 3.29 139.47 ' Ericsson RRUS-E2. A " From Face .' 3.50 0.0000 78.00 No Ice 3.67 1.49 60.00 0.00 : 1/2"Ice 3.93 1.67 .•83.22 O. 1"Ice 4.19 1.87 `109'.64. Ericsson RRUS-E2 B. From Face 3.50 0.0000'' 78.00 No Ice 3.67 1.49 60.00 Q Job Page tnxTOwer 104' Self-Supporting Tower 4 of 8 All-Points Technology Project Date Corporation MA1414711 Hyannis 11:12:09 09/02/15 1/6 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 VeriZon Wireless FAX.-(603)447-2124 Rob Adair Description Face Offset Offsets: Azimuth Placement CAAA CAAA' Weight or Type Harz Adjustment Front Side Leg Lateral Vert fi ft ftl ft2 lb 0.00 .1/2"Ice 3.93 . 1.67 83.22 0.00 1'Ice 4:19 1.87 309.64 Ericsson RRUS-12 A From Face 3.50 0.0000 •78.00 No Ice 3.67 1.49 60.00 0.00 1/2"Ice 3.93 1.67 83.22 .0.00 1"Ice 4.19 1.87 109.64 Ericsson RRUS-12 B From Face 3.50 0.0000 78.00, No Ice 3.67 1.49 60.00 0.00 1/2"Ice 3.93 1.67 83.22 0.00 1"Ice 4.19 1.87 109.64 (2)Ericsson A2 Modules A From Face 3.50 0,0000 78.00 No Ice 2.42 0.54 '25.00 0.00 1/2"Ice 2.63 0.67 -37.73 0.00 l"Ice 2.85 0.82 52.92. (2)Ericsson A2 Modules B From Face 3.50 0.0000 78.00 No Ice 2.42 0.54 25.00 0.00 1/2"Ice 2.63 0.61 37.73 0.00 1"Ice 2.85 0.82 52.92 (2)Raycap DC6-48-60-18-8F B None 0.0000 78.00 No Ice 1.19 1.19 30.00 surge suppressor 14'Ice 1.37 1.37 44.34 1"Ice 1.56 1.56 " 60.93 Commscope MTC3615 sector A None 0.0000 78.00 - No Ice 15.00 7.50 500.00 mount 1/2"Ice 20.60 10.30 650.00 1"Ice 26.20 13.10 800.00 Commscope MTC3615 sector B None 0.0000 78.00 No Ice 15..00 7.50 500.00 mount 1/2"Ice 20.60 10.30 650.00 1"Ice 26.20 13.10 800.00 800-10121 C From Face 4.00 0.0000 66.00 No Ice 5.46 3.29 50.00 0.00 1/2"Ice 5.88 3.64 82.91 0.00 1"Ice 6.31 3.99 120.59 (2)7020.00 RET-RCU C From Face 3.50 0.0000 66.00 No Ice 0.40 0.12 5.00 0.00 1/2"Ice 0.49 0.17 7.94 0.00 1"Ice 0.59 0.23 12.09 (2)HPA-65R-BUU-H6 C From Face 4.00 0.0000 66.00: No Ice 10.36 6.45 55.00, 0.00 1/2"Ice 10.93 6.91 117:99 0.00 l"Ice 11.50 7.38 187.38 ' OPA-65R-LCUU-H6 C From Face 4.00 0.0000 66.00 No Ice 10.36 5.52 15.00 0.00 1/2"Ice 10.93 5.97 133.43 0.00 1"Ice 11.50 6.43 198.17 . (2)LGP1720X TMA C From Face 3.50 0.0000 66.00 No Ice 1.95 0.52 31.00 0.00 1/2"Ice 2.13 0.64 41.95 0.00 1"Ice 2.33 0.77 55.17 (2)LGP219OX Diplexer C From Face 3.50 0.0000 66.00 No Ice ' 0.27 0.13 6.00 0.00 1/2"Ice 0.34 0.18 0.00 1"Ice .. 0.43 0.24 -11.91 (2)Ericsson RRUS-I I C From Face 3.50 0.0000 66.00 No Ice 3.25 1.37 55.00 0.00 1/2"Ice . 3.49 1.55 75.80 .0.00 1"Ice 3.74. 1.74, 99.63 Ericsson RRUS-32. C From Face 3.50 0.0000 66:00," No Ice 3.87 2.76 80.00 0.00 1/2"Ice 4.15 3.02 107:93 0.00 1"Ice 4.44 3.29- 139.47 Ericsson RRUS-E2 C From Face 3.50 0.0000 66.00 No Ice 3.67 1.49 60.00 0.00- 1/2"Ice - 393 1.67 .83.22 0.00 1"Ice 4.19. 1.87 109.64 Ericsson RRUS-12 C From Face 3.50 0.0000 66.00 No Ice 3.67 1.49 60.00 0.00 1/2"Ice 3.93 1.67 •83.22 0.00 1"Ice 4.19 1.87 109.64 (2)Ericsson A2 Modules" C From Face 3.50 .0.0000 66.00 No Ice 2.42 0.54' 25.00. 0.00 _ 1/2"Ice 2.63 0.67 37.73 0:00 1"Ice 2.85 0.82 52.92 Raycap DC6-48=60-18-8F C None 0.0000 66.00 No Ice 1.19 1.19 30.00 surge suppressor 1/2"Ice 1.31 1.37 44.34 1"Ice 1.56 1.56 60.93 Job Page tnxTower 104'Self-Supporting Tower. 5 of 8 All-Points Technology Project Date Corporation MA1414711 Hyannis 11:12:09 09/02/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless Rob Adair FAX:(603)447-2124 Description Face Offset Offsets: Azimuth Placement CAAA CAAA. Weight, or Type Horz Adjustment Front Side Leg Lateral .verb ft0 ft f1 f2 lb Commscope MTC3615 sector C None 0.0000 66.00 No Ice' 15.00 7.50 500.00 mount 1/2"Ice 20.60 10.30 650.00 I"Ice 26.20 13.10 800.00 TMA 16"x 16"x 6" C None 0.0000 8.00. No Ice 2.49 0.93 20.00 1/2"Ice 2.70 1.08 35.78 1"Ice 2.92 1.24 54.22 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 o ft: f ft, db 10'HP dish D Paraboloid" From 2.00 0.0000 94.00 10.00. No Ice 78.54 550.00 w/Shroud(HP) Leg 0.00 1/2"Ice 79.85 959.92 .0.00 1"Ice 81.17 1369.84 4'dish with radome C Paraboloid From 2.00 0.0000 84.00 4.00 No Ice 12.5.7 150.00 w/Radome Leg 0.00 1/2"Ice 13.10 217.22 0.00 1"Ice 13.62 284.44 8'HP dish D Paraboloid From :2:00 0.0000 76.00 8.00 No Ice 50.27 450.00 w/Shroud(HP) Leg 0.00 1/2"Ice 51.32 713.43 0.00 1"Ice 52.37 976.86 Solution Summary Maximum Tower Deflections - Service Wind Section Elevation Harz. Gov. - Tilt Twist" No. Defiection Load f in Comb.. o 0 LI 104-100 :0.705 13 0.0549 0.0052 L2 100-95 0:659 13 0.0549 0.0049 L3 95-90 0:600 13 0.0546 0.0046 L4 90-86 0,541 13 . 0.0538 0.0042 T1 86-78.5 :0.495 13 0.0525 0.0038.. T2 78.5,71 0.410 13 0.0487 0.0028 T3" : 71-63.5 0329 13 . 0.0439 0.0014 T4 63.5-56 0.256 13 0.0390 0.0006 T5 56 48.5 0.191 13 " . 0.0329 0.0004 T6 485-41 0.137 13 0.0262 0.0003 T7" 41-33.5 • 0.093 13 0.0190 0.0001 - T8 33.5-26 0.064 13 0.0128 0.0001 T9 26-18.5 0.041 13 0.0099 0.0001, T 10 .. 18.5 11 0.024 13 0.0072 0.0000 T11. " 11-0 0.010 13 0.0041 0.0000 Job Page tnxTowe-,r 104'Self-Supporting Tower 6 of 8 All-Points Technology Project Date Corporation MA141471! Hyannis 11:12:09 09/02/,15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless Rob Adair FAX. (603)447-2124 Critical Deflections and Radius of Curvature -Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in 104.00 HBX-9016DS 13 0.705 0.0549 0.0052 728619 102.00 15'T-frame sector mount 13 0.682 0.0549 0.0050 728619 99.00 6"Type B tower ring mount 13 0.647 0.0549 0.0049. 728619 95.00 6"Type B tower ring mount 13 0.600 0.0546 0.0046 692777 94.00 10'HP dish 13 0.588 0.0545 0.0046 Inf 88.00 6"Type B tower ring mount 13 0.518 0.0533 0.0040 238783 84.00 4'dish with radome 13 0.472 0.0516 0.0036, 223282 78.00 800-10121 13 0.404 0.0484 0.0028 148868 76.00 8'HP dish 13 0.382 0.0471 0.0024 117065 66.00 800-10121 13 0.279 0.0407. 0.0007 81181 8.00 TMA 16"x 16"x 6" 13 0.007 0.0029 0.0000 138009 Bolt Design Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable, Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt lb Allowable lb L1 104 Latticed Pole 'A325N 6.6250 6 761.21 22620.00 1 Bearing Leg 0.034 Latticed Pole- A325N 0.6250 2 722.22 12425.20 1 Bolt Shear Diagonal 0.058 Latticed Pole A325N 0.6250 2 35.02 12425.20 ✓ 1 Bolt Shear Top Girt 0.003 . L2 100 Latticed Pole A325N 0.6250. 2. 1176.81 12425.20 1 Bolt Shear Diagonal 0.095 Latticed Pole. A325N 0..6250 2 175:52 12425.20 1 Bolt Shear Top Girt 0.014 L3 95 Latticed Pole A325N 0.6250 2 1977.81 12425.20 1 Bolt Shear Diagonal 0.159. Latticed Pole A325N 0.6250 2 454.87 12425.26 .1' Bolt Shear Top Girt 0.037 L4 90 Latticed Pole A325N 0.6250 2 2109.93 12425.20 1 Bolt Shear Diagonal 0.170 Latticed Pole A325N 0.6250 2 - 783.49 12425.20 I Bolt Shear Top Girt, 0.063. TI 86 Diagonal A325N . 0.6250 2"•: 2043.50 10440.00 1 Member Bearing 0.196 Top Girt A325N 0.6250 2 235.30 12425.20 0.019 1. Bolt Shear T2 78.5 Leg A325N 0.6250 8 9120.32 24850.50 ✓ 1 Bolt DS - 0:367 Diagonal A325N 6.6250 2 3223.19 10440.00 1 Member Bearing 0.309 y T3 71 Diagonal A325N 0.6250 2 3373.70 10440.00 1 Member Bearing 0.323 Horizontal A325N '0.6250. 2, 373.20 10440.00 0.036 1 Member Bearing T4 63.5 Diagonal A325N 0.6250 2 3250.17 10440.00 1 Member Bearing 6.311 Horizontal A325N 0.6250 2 472.07 i0440.00 1: Member Bearing 0.045 T5 56 Diagonal A325N 0.6250 2 3126.35 10440.00 1 Member Bearing 0.299 Horizontal A325N 0.6250 2 560.38 10440.00 0.054, ✓ 1 Member Bearing - T6 48.5 Leg A325N 6.6250 12 14337.00 24850.50 1 - Bolt DS 0:577 Diagonal A325N 0.6250 2 3075.36 10440.00 1 -Member Bearing_ 0.295 Horizontal A325N .6.6250 2 646.78 16440.00 1 Member Bearing 0.062 Job Page rt t 'Q We-,Y 104'Self-Supporting Tower 7 of 8 All-Points Technology Project Date Corporation MA1414711.Hyannis 11:12:09 09/02/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless Rob Adair FAX.-(603)447-2124 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per. Load Load Ratio ft in Bolts Bolt 16. Allowable lb T7 41 Diagonal A325N 0.6250 2 3082.81 12425.20 248 1 Bolt Shear Horizontal A325N 6.6250 2 - 721.32 10440.00 0.069 1. Member Bearing T8 33.5 Diagonal A325N 0.6250 2 2937.86 12425.20 1. Bolt Shear 0.236 T9 26 Diagonal A325N 0.6250 2' 2994.53 12425.20 1 Bolt Shear 0.241 T10 18.5 Leg A325N 0.6250 12 20958.60 24850.50 1 BoltDS 0.843 Diagonal A325N 0.6250 2 2879.02. 12425.20 0.232 1 Bolt Shear. TI I 11 Leg A325N. 1.5000 4 30258.80 119282.00 1 Bolt Tension 0.254 Diagonal A325N 0.6250 2 3406.25 12425.20, 1 Bolt Shear 0.274 Horizontal A325N 0.6250 2. 1005.23 10440.00 0.096 1 Member Bearing Section Capacity.Table Section Elevation Component Size Critical P Oallo„, % Pass No. Type Element: lb lb Capacity Fail Ll 104-100 Latticed Pole Leg L4x4x3/8 1 2283.62 76221.50 3.5 Pass. Latticed Pole L2 1/2x2 l/2xl/4 15 1444.45 28168.30 5A Pass Diagonal 5.8(b) Latticed Pole Top L2 1/2x2 1/2x1/4 6 21.22 32706.60 0.3 . Pass Girt L2 100-95 Latticed Pole Leg L4x4x3/8 19 3828.75 68290.30 5.6 Pass Latticed Pole L2 1/2x2 1/2x1/4 31 2353.63 26466.70. 8.9 Pass. Diagonal 9.5(b) Latticed Pole Top L40 1/2xl/4 24 351105 . 52934.10, 0.7 Pass Girt L4(b) L3 95-90 Latticed Pole Leg L4x4x3/8 35 -8613.55 68290.30 12.6 Pass Latticed Pole L2 1/2x2 1/2xl/4. 47 3955.62, 26466.70 14.9 Pass Diagonal 15.9(b) Latticed Pole Top L4x3 1/2xl/4 39 909.74 52934.10 1.1 Pass Girt 3.7(b) L4 90-86 Latticed Pole Leg L4x4x3/8 51 15234.30 76221.50 20.0 Pass Latticed Pole L2 1/2x2 1/2xl/4 63 4219.86 28168.30 15.0 Pass Diagonal 17.0(b) Latticed Pole Top L.0 1/2xl/4 55 1566.97 52934.10 3.6 Pass Girt 6.3(b) Tl 86-78.5 Leg L4xU,3/8`. 67 23838.70 46388.50 51.4 Pass Diagonal L2 1/2x2x3/16' 79 A254.63 9737.45 43.7 Pass . Top Girt L4x3 1/2x1/4 71 470.60 52934.10 0.9 Pass L9(b) T2 78.5-71 Leg. L4x4x3/8 . 83 -36481.30. 46388.50 78.6 Pass Diagonal L2 1/2x2x3/16 91 6595.04 8679.30 76.0 Pass. T3 71-63.5 Leg L5x5x3/8: 95 -49666.40 104823.00 47.4 Pass Diagonal L21/2x21/2x3/16 107 -6266.99 12362.20 50.7 Pass Horizontal L2x2x3/16 100 746.40 12070.60 6.2 Pass T4 63.5 56 Leg L5x5x3/8 119 62784.30 104823.00 59.9 Pass Diagonal L2,1/2x21/2x3/16. 123 6173.92 10922.50 56.5 Pass Horizontal LWO/16 124 944.15 -10131.90 9.3 Pass T5 56-48.5: Leg L5x5x3/8 143 74528.10 104823.00 71.1 Pass Diagonal L21/2x21/2x3/16 147 -6080.05 9609.56 63.3 Pass Horizontal L2x2x3/16 151, 1120.77 8313.35 13.5 Pass . . T6 48.5-41 Leg ; L5x5x3/8 - 167 86022.10 104823.00 82.1 Pass . Diagonal L21/2x21/2x3/16 171 -5889.50 8492.83 69.3 Pass Horizontal L2x2x3/l6 172 1293.56 6860.14 18.9 Pass Job Page MxToWer" 104'Self-Supporting Tower: 8 of 8 All-Points Technolo Project Date gy Corporation MA1414711 Hyannis 11:12:09 09/02/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 Verizon Wireless FAX.-(603)447-2124 Rob Adair - Section Elevation Component Size Critical P eP 11- % Pass No. f Type Element 1b. 1b Capacity . Fail T7 41-33.5 Leg L6s6x3/8 191 95044.20 126838.00 75.6 Pass Diagonal L2 1/2x2 MOM 195 6063.55 14204.40 42.7 Pass Horizontal L2x2x3/16 196 -1442.63 5845.39 24.7 Pass T8 33.5-26 Leg. L6x6x7/8 215 107088.00 230329.00 46.5 Pass Diagonal : 121/2x21/2x3/8 218 -5875.73 12413.30 47.3. Pass T9 26-18.5 Leg L6x6x7/8 227 -115322.00 230329.00 50.1 Pass Diagonal L2 1/2x2 1/2x3/8 233 -5989.06 11146.10 53:7 Pass T10 - 18.5-11 Leg L6x6x7/8 239 125752.00 230329.00 54.6 Pass 84.3(b) Diagonal L21/2x21/20/8 242 5712.83 10046.60 56.9 Pass Tll 11-0 Leg L6x6x7/8 251. 133749.00 266289.00 50.2 Pass. Diagonal L3x3x3/8 264 6812.51 12878.90 52.9 Pass Horizontal L2x2x3/16 260 2010.451 3169.96 63.4 Pass Bottom Girt W6xl5 254 41752.80 143532.00 29.1 Pass Summary Latticed 20.0 Pass Pole Leg (L4) Latticed 17.0 Pass . Pole Diagonal (L4) Latticed 6.3 Pass. Pole Top Girt(L4) Leg(T10).. 84;3 Pass Diagonal 76.0 Pass (T2) Horizontal .63.4 Pass (T11) Top Girt 1.9" Pass (T1) Bottom Girt 29.1 Pass (T11) Bolt Checks 84.3 Pass RATING= 84.3 Pass. All-Points Technology Corp., P.C. 116 Grandview Road Conway, NH 03818 (603)496-5853 Client: Verizon Wireless site No.: Hyannis Job: Hyannis, MA Job No.: MA1414711 Calculated By: R. Adair Date: 02-Sep-I5 Pro-gram assumes: Mat is square in plan view. Water table is below bottom of mat. - Unit weight of concrete 150 pcf Unit weight of soil = 100 pcf Self-supporting tower with 3 piers Information to be provided: Pier is round or square in plan dimension ("R"or"S") Shape= S OTM = Overturning Moment to be resisted OTM 3012 ft-kips H= Height from ground surface to top of mat(if buried H 8.0 ft. PM= Projection of pier above mat PM = 8.3 ft. y=Thickness of mat y = 2.00 ft. x=Width of mat x= 23.25 ft. s= Size of square pier s 2.0 ft. . Mass of tower and appurtenances (below) Results: Component Mass Moment Arm Moment Resist. Pier 5.0 kips 11.625 ft. 58.1 ft-kips Overburden - 635.1 kips 11.625 ft. 7382.5 ft-kips Mat 162.2 kips 11.625 ft. 1885.2 ft-kips Overturning Moment Resistance - 9325:85 ft-kips Factor of Safety 3.10 SATISFACTORY Concrete Quantity= 43.7•c.y: Initial Construction Control Document ins To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code :780 CMR,Section 107 Project Title: Verizon Wireless—HYANNIS MA 2015 PCs Date: 8/31/2015. Property Address: 49 Ocean Street,Hyannis,MA 02601 Project: Check(x)one or both as applicable: ❑ New construction ® Existing Construction Project description: Alteration of an existing wireless communication facility including modification of tower mounted RF equipment. mounting hardware and transmission line within an existing fenced compound,excluding shelter interior as shown in construction drawings by ProTerra Design Group. LLC issued 12/01/2014 based on RFDS dated 10/24/2014 - I Jesse M:Moreno MA Registration Number: 47315 Expiration date: 06/30/2016 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': ❑ Entire Project ❑ Architectural ❑ Structural ❑ Mechanical Fire Protection ❑ Electrical ® Other: Telecommunications Alteration for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site.on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings,samples and other submittals by the- contractor in accordance with the requirements of the construction,documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable: 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 if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR.107. When required by the building official,-1 shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit tot a cial a`Final Construction Control Document'. - Enter in the space to the right a"wet"or SSE electronic signature and seal: o IVIL in 47 15 - ,SPA° Q15 Phone number: 413. 320=491:8 Email: jmoreno@proterrra-desig_n.com 4 Building Official Use Only Building Official Name. Permit No.: Dater Note 1..Indi6ate with an`x'project designplans,computations and specifications that you prepared or directly supervised.If'other'is chosen, provide a description. Version 06 11 2013 PROJECT NAME: (�©to,do—I(DYl ADDRESS: L a—yi (�-Yl Yl .S PERNIIT# `aD (� cgs PERMIT DATE: l M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS`program on:. l /S BY: q/wpfiles/forms/archive f PROJECT NAME: V t 7 0^(1 ADDRESS: e A � S PERMIT# PERMIT DATE. M/P• LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on:. BY: 3 q/wpfles/forms/archive , . i PROJECT NAME: -Z by) ADDRESS: S PERMIT# ��' PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered .in MAPS program on:. s BY: Y q/vTfiles/forms/archive PROJECT NAME: ADDRESS: PERM r# PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT 1 _ Data entered in MAPS program on:. S BY: { K q/wpfiles/forms/archive PROJECT NAME: ADDRESS: 0 C-ea- l 1 , PERNUT# I o� y(O PERMIT DATE: o D o µ M/P: —ar, 0 3> LARGE ROLLED PLANS ARE IN: BOX y i SLOT Data entered in MAPS program on:: BY: t q/wpfiles/forms/archive PROJECT NAME: hang P ADDRESS: Sir PERNM# `l 1I i PERM DATE: ILlf M/P: o 0 a5 LARGE ROLLED PLANS ARE IN: BOX SLOT � T Data entered in MAPS program on:. l 1 r BY: q/wpfiles/forms/archive PROJECT NAME: < cd I 1 ADDRESS: PERMIT# C) U�5 PERMIT DATE: M/P: t� LARGE ROLLED PLANS ARE IN: BOX 1 SLOT ,10 Data entered in MAPS program on:. BY: , n 4 q/wpfiles/forms/archive ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel C. ° Bit NSTABLE Application #2Q1 6 dN i� Health Division r Date Issued /p'Zff ;, , ,, ¢ Conservation Division Application Fee Planning Dept. _ S Permit Fee Date Definitive Plan Approved by Planning Board x I ,,11-1; P Historic - OKH _ Preservation / Hyannis / /J , L� Project Street Address 9 Oc ea-VI 5*reA4— y` Village H-vww_3 Owner- Address U Ncfuloce* Rd&& Telephone 617-S77-2q5_0 ' (9/741 Permit Request U=ol r&4 [DJ. '2Gck QW0J4— ah S k4 , �J6_1 K a� U1P W i Ct CUd GAS -� r cwi oh�A IV Square feet: 1 st floor:: existing proposed 2nd floor: existing proposed Total new Zoning District F40 Flood Plain Groundwater Overlay d Project Valuation d Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach suppor-ting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure j Historic House: ❑Yes &145'On Old King's Highway: ❑Yes U-140 Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other KJ IK Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing l).114: new Half: existing new Number of Bedrooms: 6 existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric 0 Other Central Air: ❑Yes ❑ No Fireplaces: Existing NewT Existing wood/coal stove: ❑Yes CLN6 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 ,S ram_►- Cowimmce6orj Telephone Number bU X) Address 01 a�)a 4"u')Krv" of jw License # C S '16y63 q Sc (,*_4,i. 10 W 0 307! / Home Improvement Contractor# Email�O,K c &Wd (� 84 l, COMM CID Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FR0!7 PROJECT WILL BE TAKEN TO SIGNATUR DATE �� FOR OFFICIAL USE ONLY N APPLICATION# : 0 DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING a DATE CLOSED OUT ASSOCIATION PLAN NO. -y 4 rI 4 AORQ� CERTIFICATE OF LIABILITY INSURANCE` 7/2DATE 015° "' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER , IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain.policies may require an endorsement A statement on this certificate does"not Confer rights to the certificate holder in lieu of such endorsement S. PRODUCERCT NAME: USI Insurance Services LLC PHONE FAX (A/C.No.Exii,855-874-0123 A/C No): 3 Executive Park Drive, Suite 300 E PAAIL - Bedford NH 03110-0406 ADDRESS: "INSURER(S)AFFORDING COVERAGE NAIC# INSURER A O INSURED - SITEACW1 INSURER B: m Site Acquisitions, LLC INSURER C:' Liability Company 38318 d.ba SAI Communications 27 Northwestern Drive -INSURER D.�Commerce Industry I Salem NH 03079 INSUREREc iS z 1 S n" C i*h d 2 INSURER F COVERAGES CERTIFICATE NUMBER:199283840 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. LTRR TYPE OF INSURANCE A ..UBR -'POLICY NUMBER MPO�DCY'EFF POLICY EXP ...LIMITS A GENERAL LIABILITY 100000327704 1/1/2015 1/1/2016 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $300,000 FCLAIMS MADE 17X OCCUR MED EXP(Any one person) $ X �BI/PD Ded;25,000 PERSONAL&AOVINJURY $1,000,D00 GENERAL AGGREGATE $2,00000 GE:ML AGGREGATE LIMIT APPLIES PER`. I PRODUCTS-COMP/OP AGG $2,000,000 X POLICY PRO- _ I LOC $ B AUTOMOBILE LIABILITY AWV697898706 1W2015 !1/1/20161,jUM1.11N1,U)bIN;3LF_LIMIT 1,000000 X ANY AUTO I BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident $' AUTOS AUTOS ) NON-OWNED PROPERTY DAMAGE X. HIRED AUTOS X AUTOS Per accident $ $ � IOCCUR EACH OCCURRENCE $5,000,0D0 C X UMBRELLALIAS !� 1000021452 1/1/2015 1%1/2016 EXCESS LIAR I I CLAIMS-MADE AGGREGATE _ $5,000,000 DED RETENTION$ g D WORKERS COMPENSATION WC66160768 8/1/2016 8/1/2016 VJCSTATU- OTH- AND EMPLOYERS'LIABILITY Y/N .lM1I$ ANY PROPRIETOR/PARTNER/EXECUTIVE=OFFICER/MEMBER EXCLUDED? N I A E.L.EACH ACCIDENT $1,000;000 (Mandatory in NH) E.L,DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS betow E.L.DISEASE-POLICY LIMIT $1,000 D00 E Professional MPL105991915 8/1/2015 8/1/2016 $1.MM/$1MM/$20,000 Ded B Inland Marine IHV707584305 1/1/2015 1/l/2016 $150,000.$2,500 Ded DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES Attadh ACORD f01,Additional,Rematics Schedule,if mare sPace.ls required] - This Certificate covers all operations usual and,customary to the insured's business. Type of Insurance-Excess Liability/,Policy#5227949781 /.Company-Crum&Forster Ins Co/ Term 1/1/2015- 1/01l2016!Limit:$5,000,000 0cc!$5000,000 Agg/Excess of Starr Indemnity Excess Liability Policy. See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Site Acquisitions, LLC ACCORDANCE INITH THE POLICY PROVISIONS. 27 Northwestern Drive Salem NH 03079 AUTHORIZED REPRESENTATIVE .01988-2010 ACORD CORPORATION. All rights reserved. ACORD'25`(2010/05) The ACORD name and logo 06 registered marks of ACORD • y µ x� g„ ,' .. ,�. .w•.. ,' w ,.....:. *.. 0. th Ulu y r w t v x.. '.�' f-'`k,C ,,.a , ..; ,, ,.: y .....J ,._ ulM'^ ^il',yyr"� _ `s� y y' } :^ „r�.- ;�,:. .iA2 � y, I ���^i�• s i� 20 Y .1 .. , OF w 1' M jj e/,+4d s;. � z.. ra4 8 4'1.J F ,-MI Re Il' tX, 4b� commitsiorter A IA Paw , r t The Commonwealth ofMlassachusetts Prmt Form j Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):Site Acquisitions Inc Address:27 Northwestern Drive City/State/Zip:Salem, NH 03079 Phone#:603-421-0470 Are you an employer? Check the appropriate box: Type of project(required): 1.0✓ I am a employer with 138 4. 0 I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. 0 New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. ' 7. ❑ Remodeling ship and have no employees These sub-contractors have g. 0 Demolition. workingfor me in an capacity. employees and have workers' y p �' 9. 0 Building addition [No workers' comp. insurance comp. insurance. $ " required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no. Telecommunications employees. [No workers' 13.❑✓ 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 whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Commerce and Industry Insurance Co. Policy#or Self-ins.Lic.#:WC6618079$ Expiration Date:08/01/2016 Job Site Address:49 Ocean Street City/State/Zip:Hyannis,-MA 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 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 violata Be advised that a copy of this statement may be forwarded to the-Office.of Investigations of the D or insu4WOV901ge verification.-, I do hereby ce under the nd lties o . ed�at the in ormation provided above is true and correct. Si ature: _ . Date.9/14/15 Phone#:603-421-04 0 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 I - 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: VERIZON NEW ENGLAND.INC: 125 HIGH STREET BOSTON,MA 02110 September 22, 2015 Town of Barnstable Town Hall 367 Main Street Hyannis, MA 02601 RE: Evidence of Lease and Landowner.'s Consent to File for Land Use,Building and Zoning Permits granted to New Cingular Wireless PCS,LLC d/b/a AT&T Mobility LLC concerning 49 Ocean Street,Hyannis,MA,Assessor's Map 326,Block 025. To Whom It May Concern: The undersigned is owner("Landowner")of that real property known as 49 Ocean Street, Hyannis,MA, Assessor's Map 326,Block 025 ("Subject Property"). Please be advised that Landowner has a lease with New Cingular Wireless PCS, LLC d/b/a AT&T Mobility LLC ("Applicant")to maintain wireless communications equipment on a portion of the Subject Property and permission is hereby granted to Applicant to apply for Building,Zoning,Planning or any other Land Use or Regulatory Permit(s)required to effectuate certain upgrades and changes to its installation. Applicant shall not be permitted to proceed to construction until such time that Landowner executes a separate notice to proceed. The Applicant or its agent is hereby authorized to execute the required application(s) regarding this matter. Permission is also hereby granted for public officials and Board or Commission members,as required,to enter upon the Subject Property for the limited purpose of inspecting the specific portion of the Subject Property that is the subject of Applicant's installation. Sincerely, MEw ENGLAND INC. at&t 550 Mobility T` S50 Cochituate Road Suite 13&14 Framingham,MA 01701 To Whom, it may Concern: Please allow this letter to serve as notification that AT&T has contracted with Site Acquisitions Inc.,d/b/a SAI Communications, to provide services related to building and modifying equipment at AT&T's various wireless communications facilities. These services include,but are not limited to,local government zoning and permitting for the modifications, negotiating site license and lease agreements,including amendments to such agreements,and managing the installation of the proposed modifications to the site mentioned above. This authorization includes acting on behalf of AT&T to apply for,execute,submit and prosecute any and all land use approvals or permits from any and all regulatory agencies which may be necessary for the installation,operation and maintenance of the proposed modifications. If you should have any questions please contact me at 508-596-9245. Thank you in advance for.your assistance. Sincerely, Richard Detch Sr. Real Estate&Construction Manager proud Spooso,of the.U.S.Olympic Team I i - TE�t-[NC1LC► -OR3 'f7RI\�IOC STRUCTURAL ANALYSIS REPORT 104' SELF-SUPPORTING TOWER BARNSTABLE,MASSACHUSETTS Prepared for SAI Communications, Inc. AT&T Site#MA1145; Hyannis September 8,20B ��qH OF Mq�s a ��y 4 ROFERT E G ADAIR.JR.. v 3TMU%TURAL y No.42954 �a{VAL APT Project#MAI93896 3 SADDLEBROOK DRIVE KILLINGWORTH,CT 06419 PHONE 860-663-1697 FAX 860-663-0935 0 116 GRANDVIEW ROAD•CONWAY,NH 03818-PHONE 603496-5853•FAX 603447-2124 STRUCTURAL ANALYSIS REPORT , 104' SELF-SUPPORTING TOWER BARNSTABLE,MASSACHUSETTS prepared for SAI Communications,Inc. EXECUTIVE SUMMARY: All-Points Technology Corporation, P.C. (APT) performed a structural,analysis of this 104-foot self- supporting tower. The analysis was performed for AT&T Mobility's proposed replacement of six panel antennas and addition of nine remote radio heads (RRHs) and associated equipment as detailed herein. Feed lines are to be twelve 7/8" lines, three 5/16" fiber and six 5/8" power lines. This analysis also included equipment changes proposed by Verizon Wireless as detailed below. Our structural analysis indicates the tower and foundations meet the requirements of the Massachusetts State Building Code and TIA-222 with the proposed changes. INTRODUCTION: A structural analysis was performed on the above-mentioned communications tower by APT for SAI Communications, Inc. The tower is located at 49 Ocean Street in Barnstable, Massachusetts. APT visited the tower site on September 20, 2012 and December 16, 2014. The tower was climbed in its entirety to compile data necessary to perform the structural analysis. A site visit was not conducted for this particular analysis. The tower consists of a four-legged 104' self-supporting lattice structure and features angle steel leg and bracing members. The analysis was performed for the following antenna inventory(proposed changes shown in bold text): . Antenna Elev. Mount Coax. (1)BXA-70080/6, (2)BXA-70063/6, (3)MG D3- 104' (3) 15' sector mounts (18) 1-5/8", 800T, (1)LNX-8513DS, (2)LNX-6514DS, (6)3/8"RET (1)HBX-9016DS,(2)HBX-6516DS panels, (3)ATMAP-1A20 TMAs ' 10' high performance dish 94' 12'x 4 'h"pipe (2)EW63 4' dish with radome 84' 6' x 4 '/2".pipe EW90 (2) 800-10121, (4)HPA-65R-BUU-H6, 78', (2) Commscope (8)7/8", (2)OPA-65R-LCUU-H6 panels,(10)RRHs, (4) MTC3615 mounts (3)fiber, A2 Modules,(2)DC648 surge suppressors, (6)power 4 TMAs, 4 RETs, (4)Di lexers 2 8' high performance dish 76' 10' x 4 '/2'pipe (2)EW63 (1)800-10121, (2)HPA-65R-BUU-H6 66' Commscope (4)7/8" (1)OPA-65R-LCUU-H6 panels, (5)RRHs, - MTC3615 mount (2)A2 Module,(1)DC6-48 surge suppressor, 2 TMAs, 2 RETs, 2 Di lexers 2 All-Points Technology Corporation 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603) 496-5853 (860) 663-1697 SAI Communications,Inc. September 8, 2015 104'Self-Supporting Tower, Barnstable, AM Page 2 AT&T Site:MA1145;Hyannis APT Project#MA193896 1 Four BXA-70063/6, two BXA-70080/6, three MG D3-800T, one AXP 16-80, two AXP 18-60 panels and three TMAs currently installed, fed by eighteen 1-5/8"lines (Verizon Wireless). 2 Two 800-10121 panels, one AM-X-CD-18-65 panel, two RRHs, two diplexers and two TMAs fed by four 7/8" lines currently installed per sector. One existing DC6-48 surge suppressor with one fiber and two power cables also feed the full array(AT&T Mobility). STRUCTURAL ANALYSIS: Methodology: The structural analysis was done in accordance with the Massachusetts State Building Code and TIA-222, Revision G (TIA), Structural Standard for Antenna SupQorting Structures and Antennas. The analysis was conducted using a 3-second gust wind speed of 115 miles per hour with no ice and 40- mph with 3/a"radial ice in accordance with the TIA-222-G standard for Barnstable County,Massachusetts. The following additional design criteria were used: Structure Class: II Topographic Category: 1 Exposure Category: B Analysis: Analysis of the tower was conducted in accordance with the criteria outlined herein with proposed equipment changes as previously described. The following table summarizes the results of the analysis based on stresses of individual leg and bracing members: Leg Bracing Elevation Capacity Capacity 86'-104' 20% 15% 71'-86' 79% 76% 41'-71' 82% 69% 1 F-41' 76% 57% 0'-1l' 50% 63% Bracing, Splice and Anchor Bolts: Connection bolts were evaluated under the proposed loading. All bolts were found to be adequately sized to support the proposed loads. Base Foundation: Evaluation of the existing base foundation was performed based on a foundation investigation by Structural Components, LLC. The foundation was.determined to be adequately sized for the proposed equipment changes. All-Points Technology Corporation _. 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603)496-5853 (860) 663-1697 SAI Communications, Inc. September 8, 2015 104'Self-Supporting Tower; Barnstable, AM Page 3 AT&T Site:MA1145;Hyannis APT Project#M4193896 Factored base reactions imposed with the proposed equipment were calculated as follows: Compression: 141.1 kips Uplift: 127.2 kips ; Shear per leg: 19.7 kips " Overturning Moment: 3012 ft-kips CONCLUSIONS AND RECOMMENDATIONS: Our structural analysis indicates the 104-foot self-supporting tower and foundation located at 49 Ocean Street in Barnstable, Massachusetts meets the requirements of the Massachusetts State Building Code and TIA-222 with the equipment changes proposed by AT&T Mobility. This analysis also included equipment changes proposed by Verizon Wireless. LIMITATIONS: This report is based on the following: 1. Tower is properly installed and maintained. 2. All members are in an non-deteriorated condition. 3. All required members are in place. 4. All bolts are in place and are properly tightened. 5. Tower is in plumb condition. Condition assessment of the tower confirmed the tower was in sound condition to the extent observed. Detailed inspection of each and every member and connection was not accomplished nor is it practical. All-Points Technology Corp.,P.C. (APT) is not responsible for any modifications completed prior to or hereafter which APT is not or was not directly involved. Modifications include but are not limited to: 1. Replacing or strengthening bracing and/or leg members. 2. Adding or relocating stabilizers. 3. Installing antennas and/or antenna mounts. 4. Extending tower. APT hereby states that this document represents the entire report and that it assumes no liability for any factual changes that may occur after the date of this report. All representations, recommendations, and conclusions are based upon the information contained and set forth herein. If you are aware of any information which is contrary to that which is contained herein,or you are aware of any defects arising from the original design, material, fabrication and`erection deficiencies, you should disregard this report and immediately contact APT. APT disclaims all liability for any representation, recommendation, or conclusion not,expressly stated herein. Ail-Points Technology Corporation 116 Grandview Road 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603)496-5853 (860) 663-1697 Appendix A Tower Schematic 104.0 it a p DESIGNED APPURTENANCE LOADING I 100.oft TYPE ELEVATION TYPE ELEVATION o HBX-901613S. - 104 - (2)Ericsson RRUS-11 78 7 � HBX-6516DS 104- (2)Ericsson RRUS-11 78 HBX-6516DS 104 Ericsson RRUS-32 95.0 \ . 78 v N \ ❑ tNX-8513DS-VTM 104 Ericsson RRUS-32 78 N LNX-6514DS-VTM 104 Ericsson RRUS-E2 78 7 g LNX-6514DS-VTM 104 EricssonRRUS-E2 78 90.0 / \ 8XA-7008016 - - 104 Ericsson RRUS-12 78 e BXA-70063/6 104 Ericsson RRUS-12 78 5 J Z 8 88.Oft7\,, BXA-70063!6 104 (2)EdcssonA2 Modules78 MG D3�TX 104 (2)EricssonA2 Modules 78 MG D3.800TX 104 (2)Raycap DC6-48-60.18.8F surge 78 MG DUOOTX 104 suppressor RFSATMAP-1A20TMA 104 Commscope MTC3615 sector mount 78 Li RFS ATMAP-1A20 TMA 104 Comrtswpe MTC3615 sector mount 78 lf 78.5f RFS ATMAP-IA20 TMA - 104 80410121 - 78 �S 15'T-frame sector mount 102 800.10121 78 N \. 15'T-frame sector mount - 102 8'HP dish 76 C Li U 15T-frame sector mount 102 OPA-65R1CUU-1-16 66 6"Type B tower ring mount 99 (2)LGP1720X TMA 66 71.0 it \- 6"Type B tower ring mount _ 95 - (2)LGP2190X Diplexer 66 10'HP dish 94 (2)Ericsson RRUS-11 66 ' 6"Type B tower ring mount - 88 Edesson RRUS-32 66 C 4'dish with radome - 84 Ericsson RRUS-E2 66 (2)HPA-65R-61.11)-1-16 78 Ericsson RRUS-12 66 63.5 ft (2)HPA-65R-BUU-1-16 78 (2)EricssonQ Modules 66 OPA-65R-LCUU-1-16 78 Raycap DC6-48-60.18-8F surge 66 �- OPA-65R-LCUU-1-16 - 78 suppressor _ (2)7020.00 RET-RCU 78 Comrlscope MTC3615 sector rnorad 66 10121 66 (2)7020.00 RET-RCU 78 (22)j 7.020?00 RET-RCU 66- w 4 (2)LGP1720XTMA 78 Z 56.0 ft - (2)LGP1720X TMA 78 - (2)HPA-65R-BUU-1-16 66 m (2)LGP219OX Diplexer 78 TMA 16"x 16"x 6" B m (2)LGP219OX Diplexer 78 r a SYMBOL LIST 485it MARK SIZE MARK SIZE A 1-21/241rz0v4 r; MATERIAL STRENGTH ❑ GRADE Fy Fu, GRADE Fy Fu 41.0 ft A36 136 ld 158 Is Z o - R x R 33.5 ft ALL REACTIONS �? ARE FACTORED e MAX.CORNER REACTIONS AT BASE: DOWN: 1410631b 26.0 ft SHEAR: 19733 Ib g UPLIFT.- -1271601b z SHEAR:'18193lb 1Bs n AXIAL 76806 lb SHEAR MOMENT 4969lb 323141Ib-ft 11.0 ft TORQUE 665 lb-ft 40 mph WIND-0.7500 in ICE AXIAL 31761 lb N SHEAR \ MOMENT 45985 Ib ` 3012236 lb-ft 0.0 ft ai TORQUE 1526 Ib-ft - REACTIONS-115 mph WIND All-Points Technology Corporation °b:104'Seff-SupportIng Tower 116 Grandview Road Protect:MA193896 Hyannis Conway,NH 03818 Olen'SAI;AT&T Site#MA1145 Drawn by:Rob Adair AWd: Phone:(603)496-5853 Code: TIA-222-G Date:09/08/15 scale: NTS FAX: 603 447-2124 Path nr s Dog No.E-1 Appendix B Calculations Job Page tnxTower 104'Self-Supporting Tower 1 of 8 All Points Technology Project Date Corporation MA193896 Hyannis 12:14:18 09/08/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 SAI; AT&T Site#MA1145 Rob Adair FAX:(603)447-2124 Tower Input Data ' The main tower is a 4x free standing tower with an overall height of 104.00 ft above the ground line. The face width of the tower is 5.42 ft at the top and 16.00 ft at the base. There is a 4 sided latticed pole with a face width of 5.42 ft. 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 I I5 mph. Structure Class I1. Exposure Category B. Topographic Category 1. Nominal ice thickness of 0.7500 in. .Ice thickness is considered to increase with height. Ice density of 56 pcf.' A wind speed of 40 mph is used in combination with ice. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in latticed pole member 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. Feed tine/Linear Appurtenances:: Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing .Diameter Leg ft . in (Frae FW) Row in in in plf 3/4"conduit C No Ar(CaAa) 104.00-0.00 0.0000 0 1 1 0.7500 0.7500 1.00 1 5/8 C No Ar(CaAa) 104.00 40.00 3.0000 0.45 18 9 0.5000 1.9800 1.04 3/8 C No At(CaAa) 104.00-40.00 3.0000 0.45 6 3 0.4400 0.4400 0.08 7/8 B No At(CaAa) 66.00-8.00 -4.0000 0.5 12 12 0.0000 1.1100 0.54 7/8 C No Ar(CaAa) 78.00-66.00 -4.0000 0.5 8 8 0.0000 1.1100 0.54 EW63, A No Ar(CaAa) 76.00-8.00 1.0000 0 2 2 1.5742 1.5742 0.51 EW63 A No Ar(CaAa) 94.00-8.00 1.0000 0 2 2 1.5742 1.5742 0.51 EW90 C No Ar(CaAa) 84.00-8.00 4.0000 0.5 1 1 0.0000 0.9869 0.32 5/16" B No Ar(CaAa) 66.00-8.00 -4.0000 0.5 3 3 0.3125 0.3125 0.25 Fiberoptic cable 5/16" B No Ar(CaAa) 78.00-66.00 -4.0000 0.5 2 2 0.3125 0.3125 0.25 Fiberoptic cable 5/8 power B No Ar(CaAa) 66.00-8.00 •4.0000 0.5 6 6 0.0000 0.6450 0.40 5/8 power B No Ar(CaAa) 78.00 66.00 -4.0000 0.5 4 4 0.0000 0.6450 0.40 Description Face Allow Component Placement Face Lateral # CAAA Weight or Shield Type Offset Offset Leg ft in (Frac FW) ,ftl ft ptr Safety Line A No CaAa(Out Of Face) 104.00-0.00 4.0000 0.5 1 No Ice 0.04 0.22 3/8 1/2"Ice 0.14 0.75 I"Ice 0.24 1.28 Job - page MxTower 104'Self-Supporting Tower 2 of 8 All-Points Technology project MA193896 H Date Corporation Hyannis 12:14:18 09/08/15- 116 Grandview Road Conway,NH03818 Client Designed by Phone:(603)496-5853 SAI;AT&T Site#MA1145 Rob Adair FAX.-(603)447-2124 Discrete Tower.Loads,-.4. } Description Face Offset Offsets: Azimuth Placement CAAA C 1 Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft f? ft' lb HBX-9016DS A From Face 4.00 0.0000 104.00 No Ice 5.41 3.59 18.00 0.00 1/2"Ice 5.87 4.04 47.30 0.00 1"Ice 6.35 4.50 82.31 HBX-6516DS B From Face 4.00 0.0000 104.00 No Ice 3.32 1.99 15.00 0.00 1/2"Ice 3.65 2.30 34.04 0.00 1"Ice 4.02 2.62 57.23 HBX-6516DS D From Face 4.00 0.0000 104.00 No Ice 3.32 1.99 15.00 0.00 1/2"Ice 3.65 2.30 34.04 0.00 V Ice 4.02 2.62 57.23 LNX-8513DS-VTM A From Face 4.00 0.0000 104.00 No Ice 8.38 5.41 45.00 0.00 1/2"Ice 8.93 5.86 95.39 0.00 V Ice. 9.49 6.33' 151.91 LNX-6514DS-VTM B From Face 4.00 0.0000 104.00 No Ice 8.41 4.17 30.00 0.00 1/2"Ice 8.96 4.61 74.68 0.00 1"Ice 9.52 5.07 125.36 LNX-6514DS-VTM D From Face 4.00 0.0000 104.00 No ice 8.41 4.17 30.00 0.00 1/2"Ice 8.96 4.61 74.68 0.00 1"Ice 9.52 5.07 125.36 BXA-70080/6 A From Face 4.00 0.0000 104.00 No Ice 5.77 4.56 25.00 0.00 1/2"Ice 6.22 5.00 61.30 0.00 V Ice 6.68 5.45 103.29 BXA-70063/6 B From Face 4.00 0.0000 104.00 No Ice 7.73 3.76 25.00 0.00 1/2"Ice 8.27 4.19 65.60 0.00 1"Ice 8.81 4.63 112.01 BXA-70063/6 D From Face 4.00 0.0000 104.00 No Ice 7.73 3.76 25.00 0.00 1/2"Ice 8.27 4.19 65.60 0.00 V Ice 8.81 4.63 112.01 MG D3-800TX A From Face 4.00 0.0000 104.00 No Ice 3.33 2.14 15.00 0:00 1/2"Ice 3.67 2.46 34.51 0.00 V Ice 4.02 2.79 58.26 MG D3-800TX B From Face 4.00 0.0000 104.00 No Ice 3.33 2.14 15.00 . 0.00 1/2"Ice 3.67 2.46 34.51 0.00 V Ice 4.02 2.79 58.26 MG D3-800TX D From Face 4.00 0.0000 104.00 No Ice 3.33 2.14 15.00 0.00 1/2"Ice 3.67' 2.46 34.51 0.00 V Ice 4.02 2.79 58.26 RFS ATMAP-1A20 TMA A From Face 4.00 0.0000 104.00 No Ice 0.85 0.27 8.50 0.00 1/2"Ice 0.98 0.36 13.79 0.00 V Ice 1.12 0.46 20.67 RFS ATMAP-1 A20 TMA B From Face 4.00 0.0000 104.00 No Ice 0.85 0.27 8.50 0.00 1/2"Ice 0.98 0.36 13.79 0.00 V Ice 1.12 0.46 20.67 RFS ATMAP-1A20 TMA D From Face 4.00 0.0000 104.00 No Ice 0.85 0.27 8.50 0.00 1/2"Ice 0.98 0.36 13.79 0.00 1"Ice 1.12 0.46 20.67 15'T-frame sector mount A From Face 1.00 0.0000 102.00 No Ice 15.00 7.50 500.00 0.00 1/2"Ice 20.60 10.30 650.00 0.00 1"Ice 26.20 13.10 800.00 15'T-frame sector mount B From Face 1.00 0.0000 102.00 No Ice 15.00 7.50 500.00 0.00 1/2"Ice 20.60 10.30 650.00 0.00 V Ice' 26.20 13.10 800.00 15'T-frame sector mount D From Face 1.00 0.0000 102.00 No Ice 15.00 7.50 500.00 0.00 1/2"Ice •20.60 10.30 650.00 0.00 1"Ice 26.20 13.10 800.00 6"Type B tower ring mount C None 0.0000 99.00 No Ice 5.48 0.35 480.00 1/2"Ice 6.14 0.43 521.19 Job Page tllxT4Wet' 104'Self-Supporting Tower 3 of 8 All Points Technology Project Date Corporation MA193896 Hyannis 12:14:18 09/08/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 SAI;AT&T Site#MA1145 FAX.-(603)447-2124 Rob Adair Description Face Offset Offsets: Azimuth Placement CAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert R 0 ft Ji' fry lb 1"lee 6.80 0.52 569.44 6"Type B tower ring mount C None 0.0000 95.00 No Ice 5.48 0.35 480.00 1/2"Ice 6.14 0.43 521:19 1"Ice 6.80 0.52 569.44 6"Type B tower ring mount C None 0.0000 88.00^ No Ice 5.48 0.35 480.00 1/2"Ice 6.14 0.43 521.19 1"Ice 6.80 0.52. 569.44 800-10121 A From Face 4.00 0.0000 78.00 No Ice 5.46 3.29 50.00 0.00 1/2"Ice 5.88 3.64 82.91 0.00 V Ice 6.31 3.99 120.59 800-10121 B From Face 4.00 0.0000 78.00 No Ice 5.46 3.29 50.00 0.00 1/2"Ice 5.88 3.64 82.91 0.00 P Ice 6.31 3.99 120.59 (2)HPA-65R-BUU-H6 A From Face 4.00 0.0000 78.00 No Ice 10.36 6.45 55.00 0.00 1/2"Ice 10.93 6.91 117.99 0.00 1"Ice 11.5W 7.38 187.38 (2)HPA-65R-BUU-H6 B From Face 4.00 0.0000 78.00 No Ice 10.36 6.45 55.00 0.00 I/2"Ice 10.93 6.91 117.99 0.00 1"Ice 11.50 7.38 187.38 OPA-65R-LCUU-H6 A From Face 4.00 0.0000 78.00 No Ice 10.36 5.52 75.00 0.00 1/2"Ice 10.93 5.97 133.43 0.00 P Ice 11.50 6.43 198.17 OPA-65R-LCUU-H6 B From Face 4.00 0.0000 78.00 No Ice 10.36 5.52 75.00 0.00 1/2"Ice 10.93 5.97 133.43 0.00 V Ice 11.50 6.43 198.17 (2)7020.00 RET-RCU A From Face 4.00 0.0000 78.00 No Ice 0.40 0.12 5.00 0.00 1/2"Ice 0.49 0.17 7.94 0.00 1"Ice 0.59 0.23 12.09 (2)7020.00 RET-RCU B From Face 4.00 0.0000 78.00 No Ice 0.40 0.12 5.00 0.00 1/2"Ice 0.49 0.17 7.94 0.00 1"Ice 6.59 0.23 12.09 (2)LGP172OX TMA A From Face 3.50 0.0000 78.00 No Ice 1.95 0.52 31.00 0.00 1/2"Ice 2.13 0.64 41.95 0.00 1"Ice 2.33 0.77 55.17 (2)LGP1720X TMA B From Face 3.50 0.0000 78.00 No Ice 1.95 0.52 .31.00 0.00 1/2"Ice 2.13 0.64 41.95 0.00 1"Ice 2.33 0.77 55.17 (2)LGP2190X Diplexer A From Face 3.50 0.0000 78.00 No Ice 0.27 -0.13 6.00 0.00 1/2"Ice 0.34 0.18 8.41 0.00 1"Ice 0.43 0.24 11.91 (2)LGP219OX Diplexer B From Face 3.50 0.0000 78.00 No Ice 0.27 0.13 6.00 0.00 1/2"Ice 0.34 0.18. 8.41 0.00 1"Ice 0.43 0.24 11.91 (2)Ericsson RRUS-I 1 A From Face 3.50 0.0000 78.00 No Ice 3,25 1.37 55.00 0.00 1/2"Ice 3.49 1.55 75.80 0.00 1"Ice 3.74 1.74 99.63 (2)Ericsson RRUS-11 B From Face 3.50 0.0000 78.00 No Ice 3.25 1.37 55.00 0.00 1/2"Ice 3.49 1.55 75.80 0.00 1"Ice 3.74 1.74 99.63 Ericsson RRUS-32 A From Face 3.50 0.0000 78.00 No Ice 3.87 2.76 80.00 0.00 1/2"Ice 4.15 3.02 107.93 0.00 1"Ice 4.44 3.29 139.47 Ericsson RRUS-32 B From Face 3.50 0.0000 78.00 No Ice 3.87 2.76 80.00 0.00 1/2"Ice 4.15 3.02 107.93 0.00 1"Ice 4.44 3.29 139.47 Ericsson RRUS-E2 A From Face 3.50 0.0000 78.00 No Ice 3,67 1.49 60.06 0.00 1/2"Ice 3.93 1.67 83.22 0.00 1"Ice 4.19 1.87 109.64 Ericsson RRUS-E2 B From Face 3.50 0.0000 78.00 No Ice 3.67 1.49 60.00 Job Page tIZ.ZTOWeY 104'Self-Supporting Tower 4 of 8 All Points Technology Project Date Corporation MA193896 Hyannis 12:14:18 09/08/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 SAI;AT&T Site#MA1145 FAX.-(603)447-2124 Rob Adair Description Face Offset Offsets: Azimuth Placement CAAA CAA. Weight or _ Type Horz Adjustment Front Side Leg Lateral Vert f f fV lb 0.00 1/2"Ice 3.93 1.67 83.22 0.00 1"Ice 4.19. 1.87 109.64 Ericsson RRUS-12 A From Face 3.50 0.0000 78.00 No Ice 3.67 1.49 60.00 0.00 1/2"Ice 3.93 1.67 83.22 0.00 1"ice 4.19 1.87 109.64 Ericsson RRUS-12 B From Face 3.50 0.0000 78.00 No Ice 3.67 1.49 60.00 0.00 1/2"Ice 3.93 A.67 83.22 0.00 1"Ice 4.19 1.87 109.64 (2)Ericsson A2 Modules A From Face 3.50 0,0000 78.00 No Ice 2.42 0.54 25.00 0.00 1/2"Ice 2.63 0.67 37.73 0.00 1"Ice 2.85 0.82 52.92 (2)Ericsson A2 Modules B From Face 3.50, 0.0000 78.00 No Ice 2.42 0.54 25.00 0.00 1/2"Ice 2.63 0.67 37.73 0.00 1"Ice '2.85 0.82 52.92 (2)Raycap DC6-48-60-18-8F B None 0.0000 78.00, No Ice 1.19 1.19 30.00 surge suppressor 1/2"Ice 1.37 1.37 44.34 I"Ice 1.56 - 1'.56 60.93 Commscope MTC3615 sector A None 0.0000 78.00 No Ice 15.00 7.50 500.00 mount 1/2"Ice 20.60 16.30 650.00 1"Ice 26.20 13.10 800.00 Commscope MTC3615 sector B None 0.0000 78.00 No Ice 15.00 7.50 500.00 mount 1/2"Ice 20.60 10.30 650.00 l"Ice 26.20 13.10 800.00 800-10121 C From Face 4.00 0.0000 66.00 No Ice 5.46 3.29 50.00 0.00 1/2"Ice 5.88 3.64 82.91 0.00 1"Ice 6.31 3.99 120.59 (2)7020.00 RET-RCU C From Face 3.50 0.0000 66.00 No Ice 0.40 0.12 5.00 ' 0.00 1/2"Ice, 0.49 0.17 7.94 0.00 1"Ice 0.59 0.23 12.09 (2)HPA-65R-BUU-H6 C From Face 4.00 0.0000 66,00 No Ice 10.36 6.45 55.00 ' 0.00 1/2"Ice 10.93 6.91 117.99 0.00 I"Ice 11.50 7.38 187.38 OPA-65R-LCUU-H6 C From Face 4.00 0.0000 66.00 No Ice 10.36 5.52 75.00 0.00 1/2"Ice 10.93 5.97 133.43 0.00 1"Ice 11.50 6.43 198.17 (2)LGP1720X TMA C From Face 3.50 0.0000 66.00 No Ice 1.95 0.52 31.00 0.00 1/2"Ice 2.13 0.64 41.95 0.00 1"Ice .2.33 0.77 55.17 (2)LGP219OX Diplexer C From Face 3.50 0.0000 66.00 No Ice 0.27 0.13 6.00 0.00 1/2"Ice 0.34 0.18 8.41 0.00 V Ice 0.43 0.24 11.91 (2)Ericsson RRUS-11 C From Face 3.50 0.0000 66.00 No Ice 3.25 1.37 55.00 0.00 1/2"Ice 3.49 1.55 75.80 0.00 1"Ice 3.74 1.74 99.63 Ericsson RRUS-32 C From Face 3.50 0.0000 66.00 No Ice 3.87 2.76 80.00 0.00 1/2"Ice 4.15 3.02 107.93 0.00 1"Ice 4.44 3.29 139.47 Ericsson RRUS-E2 C From Face 3.50 0.0000 66.00 No Ice 3.67 1.49 -60.00 0.00 1/2"Ice 3.93 1.67 83.22 0.00 1"Ice 4.19 1.87 109.64 Ericsson RRUS-12 C From Face 3.50 0.0000 66.00 No Ice 3.67 1.49 60.00 0.00 1/2"Ice 3.93 1.67 83.22 0.00 1"Ice 4.19 1.87 109.64 (2)Ericsson A2 Modules C From Face 3.50 0.0000 66.00 No Ice 2.42, 0.54 25.00 0.00 1/2"Ice 2.63 0.67 37.73 0.00 1"Ice 2.85 0.82 52.92 Raycap DC648-60-18-8F C None 0.0006 66.00 No Ice 1.19 1.19 30.00 surge suppressor 1/2"Ice 1.37 1.37 44.34 1"Ice 1.56 1.56 60.93 Job Page tnxTower 104'Self-Supporting Tower 5 of 8 All Points Technology Project Date' Corporation MA193896 Hyannis 12:14:18 09/08/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 SAI;AT&T Site#MA1145 Rob Adair FAX:(603)447-2124 Description Face Offset Offsets: Azimuth Placement' CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert A ft jt2. lb Commscope MTC3615 sector C None 0.0000 66.00 No Ice 1.5.00 7.50 500.00 mount 1/2"Ice 20.60 10.30 650.00 1"Ice 26.20 13.10 800.00 TMA 16"x 16"x 6" C None 0.0000 8.00 No Ice 2.49 0.93 20.00 1/2"Ice 2.70 1.08 35.78 1"Ice 2.92 1.24 54.22 Dishes Description Face Dish Offset Offsets:_ Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ° ° ft ft ftz lb 10'HP dish D Paraboloid From 2.00 0.0000 94.00 10.00 No Ice 78.54 550.00 w/Shroud(HP) Leg 0.00 1/2"Ice 79.85 959.92 0.00 1"Ice 81.17 1369.84 4'dish with radome C Paraboloid From 2.00 0.0000 84.00 4.00 No Ice 12.57 150.00 w/Radome Leg 0.00 1/2"Ice 13.10 217.22 0.00 1"Ice 13.62 284.44 8'HP dish D Paraboloid From 2.00 0.0000 76.00 8.00 No Ice 50.27 450.00 w/Shroud(HP) Leg 0.00 1/2"Ice 51.32 713.43 0.00 1"Ice 52.37 976.86 �. Solution Summary , t } Maximum Tower Deflections Service.Wind Section Elevation Harz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° ° LI 104-100 0.705 13 0.0549 0.0052 L2 100-95 0.659 13 0,0549 0.0049 L3 95-90 0.600 13 0.0546 0.0046 L4 90-86 a 0.541 13 0.0538 0.0042 TI 86-78.5. 0.495 13 0.0525 0.0038 T2 78.5-71 0,410 13 0.0487. 0.0028 T3 71-63.5 0.329 13 0.0439 0.0014 T4 63.5-56 0.256 13 0.0390 0.0006 T5 56-48.5 0.191 13 0.0329 0.0004 T6 48.5-41 0.137 13 0.0262 0.0003 T7 41-33.5 0.093 13 0.0190 0.0001 T8 33.5-26 0,064 13 0.0128 0.0001 . T9 26-18.5 0.041 13 0.0099 0.0001 T10 18.5-11 0.024 13 0.0072 0.0000 T 11 I 1-0 0.010 13 0.0041 0.0000 Job Page tsZxTOwe 104'Self-Supporting Tower 6 of 8 All-Points Technology Project Date Corporation MA193896 Hyannis 12:14:18 09/08/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 SAI;AT&T Site#MA1145 Rob Adair FAX.-(603)447-2124 Critical Deflections and Radius o Mum ture - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o o f 104.00 HBX-9016DS 13 0.705 0.0549 0.0052 728619 102.00 15'T-frame sector mount 13 0.682 0.0549 0.0050 728619 99.00 6"Type B tower ring mount 13 0.647 0.0549 0.0049 728619 95.00 6"Type B tower ring mount 13 0.600 0.0546 0.0046 692777 94.00 10'HP dish 13 0.588 0.0545 0.0046 Inf 88.00 6"Type B tower ring mount 13 0.518 0.0533 0.0040 238783 84.00 4'dish with radome 13 0.472 0.0516 0.0036 223282 78.00 800-10121 13 0.404 0.0484 0.0028 148868 76.00 8'HP dish 13 0.382 0.0471 0.0024 117065 66.00 800-10121 13 0.279 0.0407 0.0007 81181 8.00 TMA 16"x 16"x 6" 13 0.007 0.0029 •0.0000 138009 Bolt Desi n Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade I Of Load per Load Load Ratio f! in Bolts Bolt lb Allowable lb Ll 104 Latticed Pole A325N 0.6250 6 761.21 22620.00 0.034 1 Bearing Leg Latticed Pole A325N 0.6250 2 722.22 12425.20 1 Bolt Shear Diagonal 0.058 Latticed Pole A325N 0.6250 2 35.02 12425.20 1 Bolt Shear Top Girt 0.003 L2 100 Latticed Pole A325N. .0.6250 2 1176.81 12425.20 1 Bolt Shear Diagonal 0.095 Latticed Pole A325N 0.6250 2 175.52 12425.20 0.014 v 1 Bolt Shear Top Girt L3 95 Latticed Pole A325N 0.6250 2 1977.81 12425.20 0.159 1 Bolt Shear Diagonal Latticed Pole A325N 0.6250 2 454.87 12425.20 0.037 1 Bolt Shear Top Girt L4 90 Latticed Pole A325N 0.6250 2 2109.93 12425.20 0.170 1 Bolt Shear Diagonal Latticed Pole A325N 0.6250 2 783.49 12425.20 0.063 1 Bolt Shear Top Girt T1 86 Diagonal A325N 0.6250 2 2043.50 10440.00 0.196 1 Member Bearing Top Girt A325N 0.6250 2 235.30 12425.20 0.019 1 Bolt Shear T2 78.5 Leg A325N 0.6250 8 9120.32 24850.50 0:367 1 Bolt DS Diagonal A325N 0.6250 2 3223.19 10440.00 0.309 M' 1 Member Bearing T3 71 Diagonal A325N 0.6250 2 3373.70 10440.00 0.323 1 Member Bearing Horizontal A325N 0.6250 2 373.20 104410.00 0.036 1 Member Bearing T4 63.5 Diagonal A325N 0.6250 2 3250.17 10440.00 0.311 1 Member Bearing Horizontal A325N 0.6250 2 472.07 10440.00 0.045 1 Member Bearing T5 56 Diagonal A325N 0.6250 2 3126.35 10440.00 0.299 1 Member Bearing Horizontal A325N 0.6250 2 560.38 10440.00 0.054 1 Member Bearing T6 48.5 Leg A325N 0.6250 12 14337.00 24850.50 p 577 1 Bolt DS Diagonal A325N 0.6250 2 3075.36 10440.00 0.295 1 Member Bearing Job Page WxTower 104' Self-Supporting Tower 7 of 8 All Points Technology Project Date Corporation MA193896 Hyannis 12:14:18 09/08/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 SAI;AT&T Site#MA1145 Rob Adair FAX.-(603)447-2124 Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt lb Allowable lb Horizontal A325N 0.6250 2 646.78 10440.00 0.062 1 Member Bearing T7 41 Diagonal A325N 0.6250 2 • 3082.81 12425.20 0.248 1 Bolt Shear Horizontal A325N 0.6250 2 721.32 10440.00 0.069 1 Member Bearing T8 33.5 Diagonal A325N 0.6250 2 2937.86 12425.20 1 0.236 Bolt Shear T9 26 Diagonal A325N 0.6250 2 2994.53 12425.20 0.241 1 Bolt Shear T10 18.5 Leg A325N 0.6250 12 20958.60 24850.50 0.843 ] Bolt DS Diagonal A325N 0.6250 2 2879:02 12425.20 0.232 1 Bolt Shear Tl 1 11 Leg A325N 1.5000 4 30258.80 119282.00 0.254 1 Bolt Tension Diagonal A325N 0.6250 2 3406.25 12425.20 0.274 1 Bolt Shear " Horizontal A325N 0.6250 2 1005.23 10440.00 0.096 1 Member Bearing 'Section Capacit Table Section Elevation Component Size Critical P Opal- % Pass No. ft Type Element lb lb Capacity Fail Ll 104-100 Latticed Pole Leg L4x4x3/8 1 2283.62 76221.50 3.5 Pass Latticed Pole L2 1/2x2 1/2xl/4 15 -1444.45 28168.30 5.1 Pass Diagonal 5.8(b) Latticed Pole Top L27/2x2 1/2xl/4 6 21.22 32706.60 0.3 Pass Girt L2 100-95 Latticed Pole Leg L4x4x3/8 19 -3828.75 68290.30 5.6 Pass Latticed Pole L21/2x21/2xl/4 31 2353.63 26466.70 8.9 Pass . Diagonal 9.5(b) Latticed Pole Top 1,40 1/2x1/4 24 351.05 52934.10 0.7 Pass Girt 1.4(b) L3 95-90 Latticed Pole Leg L4x4x3/8 35 -8613.55 68290.30 12.6 Pass Latticed Pole L2 1/2x2 1/2x1/4 47 -3955.62 26466.70 14.9 Pass Diagonal 15.9(b) Latticed Pole Top L40 1/2xl/4 39 909.74 52934.10 1.7 Pass Girt 3.7(b) L4 90-86 Latticed Pole Leg L4x4x3/8 51 -15234.30 76221.50 20.0 Pass Latticed Pole L21/2x21/2x1/4 63 -4219.86 28168.30 15.0 Pass Diagonal 17.0(b) Latticed Pole Top 1.40.1/2xl/4 55 1566.97 52934.10 3.0 Pass Girt 6.3(b) Tl 86-78.5 Leg L4x4x3/8 67 -23838.70 '46388.50 51.4 Pass Diagonal L21/2x2x3/16 79 -4254.63 9737.45 43.7 Pass Top Girt 1,401/2xl/4 71 470.60 52934.10 0.9 Pass . 1.9(b) T2 78.5-71 Leg L4x4x3/8 83 -36481.30 46388.50 78.6 Pass Diagonal L21/2x2x3/16 91 6595.04 8679.30 76.0 Pass T3 71-63.5 Leg L5x5x3/8 95 49666.40 104823.00 47.4 Pass Diagonal L21/2x21/20/16 107 -6266.99 12362.20 50.7 Pass Horizontal LWO/16 100 -746.40 12070.60 6.2 Pass T4 63.5-56 Leg L5x5x3/8 119 62784.30 104823.00 59.9 Pass Diagonal L21/2x21/20/16 123 -6173.92 10922.50 56.5 Pass Horizontal LWO/16 124 944.15 10131.90 9.3 Pass T5 56-48.5 Leg L5x5x3/8 143 -74528.10 104823.00 71.1 Pass Diagonal L21/2x21/20/.16 147 -6080.05 9609.56 63.3 Pass Horizontal L2x2x3/16 151 -1120.77 8313.35 13.5 Pass T6 48.5-41 Leg L5x5x3/8 167 -86022.10 104823.00 82.1 Pass Diagonal L21/2x21/20/16 171 -5889.50 8492.83 69.3 Pass Job Page tilaCTDWer 104'Self-Supporting Tower 8 of 8 All Points Technology Project Date > Corporation MA193896 Hyannis 12:14:18 09/08/15 116 Grandview Road Conway,NH 03818 Client Designed by Phone:(603)496-5853 SAI;AT&T Site#MA1145 Rob Adair FAX.-(603)447-2124 Section Elevation Component size Critical P ®Pau.k. % Pass No. n Type Element lb lb Capacity Fail Horizontal L2x2x3/16 172 1293.56 6860.14 - 18.9 Pass T7 41-33.5 Leg L6x6x3/8 191 -95944.20 126838.00 75.6 Pass Diagonal L21/2x21/20/8 195 -6063.55 14204.40 42.7 Pass Horizontal L2x2x3/16 196 -1442.63 5845.39 24.1 Pass T8 33.5-26 Leg L6x6x7/8 215 -107088.00 230329.00 46.5 Pass Diagonal L2.1/2x2 MOM 218 5875.73 12413.30 47.3 Pass T9 26-18.5 Leg L6x6x7/8 227 -115322.00 230329.00 50.1_ Pass Diagonal L2 1/2x2 1/2x3/8 233 5989.06 11146.10 53.7 Pass T10 18.5-11 Leg L6x6x7/8 239 -125752.00 230329.00 54.6 Pass 84.3(b) Diagonal L21/2x2 MOM 242 -5712.83 10046.60 56.9 Pass T11 11-0 Leg L6x6x7/8 251 -133749.00 266289.00 50.2 Pass Diagonal L3x3x3/8 264 -6812.51 12878.90 `52.9 Pass Horizontal L2x2x3/16 260 2010.45 3169.96 63.4 Pass Bottom Gin W6x15 254 41752.80 143532.00 29.1 Pass Summary Latticed 20.0 Pass Pole Leg (LA) Latticed 17.0 Pass . Pole Diagonal (L4) Latticed 6.3 Pass Pole Top Girt(L4) Leg(T10,) 84.3 Pass Diagonal 76.0 Pass (T2) Horizontal 63.4 Pass (T11) Top Girt 1.9 Pass (TI) Bottom Girt 29.1 Pass (Tll) Bolt Checks 84.3 Pass RATING= 84.3 Pass. I All-Points Technology Corp., P.C. 116 Grandview Road Conway, NH 03818 (603)496-5853 Client: SAI Site No.: MA1145 .lob: Hyannis, MA ,lob No.: MA193896. Calculated By: R. Adair Date: 08-Sep-15 Program assumes: Mat is square in plan view. Water table is below bottom of mat. Unit weight of concrete= 150 pcf Unit weight of soil = 100 pcf Self-supporting tower with 3 piers Information to be provided: Pier is round or square in plan dimension ("R"or"S") Shape = S OTM = Overturning Moment to be resisted OTM = 3012 ft-kips H = Height from ground surface to top of mat(if buried H = `8.0 ft. PM= Projection of pier above mat PM = 8.3 ft. y=Thickness of mat y= 2.00 ft. x=Width of mat . x = 23.25 ft. s= Size of square pier s= 2.0 ft. Mass of tower and appurtenances(below) Results: Component Mass Moment Arm Moment Resist. Pier 5.0 kips 11.625 ft. 58.1 ft-kips Overburden 635.1 kips 11.625 ft. 7382.5 ft-kips Mat 162.2 kips 11.625 ft. 1885.2 ft-kips Overturning Moment Resistance = 9325.85 ft-kips Factor of Safety= 3.10 SATISFACTORY Concrete Quantity= 43.7 c.y. Initial Construction Control Document H To be submitted with the building permit application by a s Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Ocean Street—Hyannis Date:22 October 2015 Property Address: 49 Ocean Street,Hyannis,MA 02601 Project: Check(x)one or both as applicable:X New construction X Existing Construction Project description: Install(9)proposed antennas& (15)RRU's with (6)A2 modules on proposed sectors frames adjacent to relocated existing(3)antennas,(3)TMA's,&(1)surge arrestor. (2)new Fiber cables&(4)new DC Cables to be routed along existing coax path. I David A. Chappell MA Registration Number: 34706 Expiration date: 06-30-2016 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural Mechanical Fire Protection Electrical X Other: Entire Project for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 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 if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports-(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: DAVIO L � 706 Phone number: 508-481-7400 Email: dchappell@chappellengineering.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, I rovide a description. Version 06 11 2013 Initial Construction Control Document UlfTo be submitted with the building permit application by a Registered Design Professional for work per the 8`h edition of the Massachusetts State Building Code, 780 CMR, Section 107 r Project Title: Ocean Street—Hyannis Date:22 October 2015 Property Address: 49 Ocean Street,Hyannis,MA 02601 Project: Check(x)one or both as applicable:X New construction X Existing Construction Project description: Install(9) proposed antennas&(15)RRU's with(6)A2 modules on proposed sectors frames adjacent to relocated existing(3)antennas,(3)TMA's,&(1)surge arrestor. (2)new Fiber cables&(4)new DC Cables to be routed along existing coax path. I David A.Chappell MA Registration Number:34706 Expiration date: 06-30-2016 , am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Architectural Structural Mechanical Fire Protection Electrical X Other: Entire Project for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 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 if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seat: T DAV10 CHAP t i Ems`: Phone number: 508-481-7400 Email:dchappell@chappellengineering.com Building Official Use Only Building Official Name: Permit No.: Date: Note I.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06=11 2013 i PROJECT C — NAME: ADDRESS: PERMIT# PERMIT DATE: �� M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: _ ' o BY: > V� q/wpfiles/archive PROJECT 9 � � NAME: ADDRESS: PERMIT# PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: BY: i q/wpfiles/archive _ _ ARCHIVED SPECIFICATIONS Year : Project Name: Project Address: Map & Parcel # Permit number, if assigned: Permit date: Per Tom Perry, these Specification books must be kept indefinitely. Check with the Commissioner before discarding any of these documents. They can be moved to storage if needed. Archived Specs TELECORP/Sunr✓om . Fax::6035972301 Jan 2�l '00 14:30 P.01 :the global leader H11'Fl fiG4Ni OLbTSOIJRCiN�a 10 Tara Boulevard Suite SOO,Nashuc,NX 03062 Phalle (603 697-23OOFax 603:89T-23M. 01 ' S7 W. f Ta; From: 1V164r.1 Fax: Date: �sa�1 vo, 014 Phone: Pages, Re: CC: urgent For Review 0 Please Comment ❑Please Reply 0 Please recycle NO 7—• ///� /// /L// yg Ou t,Vot""', U)Ahr/V &4 N� 1 Gam!o eeA N ' C4 ..Privileged and C'onftdential.This transmission is intended only for the arse of the individual to whom it is addressed and may contain information that is privileged,confidential and exempt from diselos'trr¢ IJyorr are not the intended recipient,you are hereby notifiedlhatt ary dissemination,d istributiott,or copying of this communication is strictlyprohfbtted. Ifyou received thisfacsimlle in error,please note its andtrramediatety return:the original transmission to its oy gait. Thank you. .:.:' fA.un •>..s...... ...0 v.....1....:.J....i..r..i.RLw•:.. .... .'.". : .', •rwn�' oeee a eoe eee 000 0000 ee OC=O e . TM B E B H I R E P : E L E ' S S'' �0 W� 00 0�� 0�901 00� June 5;2002 Town of Barnstable -Permit Division 200 Main Street Hyannis, MA 02601 Attn: Nancy Please find enclosed a check for$50.00 for the building permit atj'Ocean Street. Also enclosed is the self stamped addressed envelope for the permit to be sent-to.our office. Thank you, Lynn M. Satko • \� Administrative Assistant Lee Corporate Centel a subsidiary of 480 Pleasant St. : Lee : Massachusetts 01238 Tel: 413.243.3331 Fax: 413.243.4119 www.ccitele.com TOWN OF BARNSTABLEEBB^U`I^LDING PERMIT APPLICATION Map Parcel 0 � Application #Q0I f 1 (4s Health Division p Date Issued 9' Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address 'y B eC—,4 <S/ Village Owner 1Z C,e 1 Z"e'y Address Telephone Permit Request �/�rrJ .�C�u_c� -e✓� 7_6 /L � �.9�. 3 To X ��, . 7^i��✓y1 , . --5 7/4 79' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay o� Project Valuation % '150-nstruction Type Lot Size Grandfathered: ❑Yes ❑ 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: ❑ existing ❑ new size_ `' Attached garage: ❑existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ AP =' Commercial ❑Yes ❑ No If yes, site plan review# PCD Current,Use Proposed Use "- APPLICANT INFORMATION _ (BUILDER OR HOMEOWNER) Name Ve5D /WW/ -Ve4 Telephone Number Address - License # v7 -/ sG�lcc Home Improvement Contractor# Worker's Compensation # ALL LLlCONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ( �I,y7 raG7�o� �S�orJ 17d�.57��� DATE SIGNATURE /1 FOR OFFICIAL USE:ONLY APPLICATION# DATE ISSUED 4 � MAP/PARCEL N0. { ADDRESS VILLAGE i OWNER DATE OF INSPECTION: ' FOUNDATION I FRAME - INSULATION 7 - FIREPLACE 4. ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t is L� The Commonwealth of Massachusetts 1 ; Department of Industrial Accidents Office of Investigations - ;; 600 Washington Street ,1 "I/ Boston, MA 02111 { www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeLyibl_y Name (Bus iness/Organization/Individual): Address: City/State/Zip: " s (c4 ,td M-r, Phone #:B Are you an employer? Check the appropriate box: Type of project(required): 1.&I am a with er em to 4. am❑ I a general contractor arid I employer �— 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for.me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their ]0.❑ EIectrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.)t employees. [No workers' ., 13.0 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. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my.employees. Below_is thepolicy and job site information. I/ Insurance Company Name:T��, C.j�(� Policy#or Self-ins. Lic. #: 60 e 3 Expiration Date: -z; 1 Job Site Address: 0 cEa-J S 1 City/State/Zip: 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb 'y under the gains and penalties of perjury that the information provided above is true and correct. Si ature: vt Date: Phone# O� ��`ld 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 S. Plumbing Inspector 6. Other ® DATE(MN/DDIYYYY)- A�o CERTIFICATE OF LIABILITY. INSURANCE 3i21111 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 endorsemengs). PRODUCER T. NAME: Marshall &. Lemire Ins Agy Inc. PHONE FAx No): PO Box 763 ADDRESS: ' 175 Main St, 3rd Floor PRODucER sT 1257 Marlborough, MA 01752 . INSURE S AFFORDING COVERAGE . NAIC N INSURED INSURERA:Peerless Insurance Co. Ned Trainor Construction Co. , INSURERB: 8 Columbus Avenue INSURERC: Ashland, MA 01721 INSURERD: INSURER E: INSURERF:- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD. INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT-OR OTHER DOCUMENT WITH.RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES,DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS; EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE AWL SU POLICY NUMBER POLICY M IDD1 UMTS ' GBVERALLIABIUTY EACH OCCURRENCE. $. 1 000. O00 A X COMMERCIAL GENERAL LIABILITY CBP8627036 `3/20/11 3/20/12 pgEmIsEs DAMAGE (Eaocc rr ce $ 100 000 CLAIMS-0AADE a OCCUR ME EXP(Arty one person). $ 15 000' PERSONAL&ADVINJURY $ 1,000,000 . GENERAL AGGREGATE: `. . $ 2 .000 000` GEN'L AGGREGATE LIMIT APPLIES PER PRODUCES-COMPIOPAGG $ 2,000,000 PRO POLICYF71 Ll LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT A ANYAUTO BA8628636. .3/20/11 3/20/12 (Eaaccident) $ 1,0001000 BODILY INJURY(Per person) $ ALLOWNEDAUTOS BODILY INJURY(Per accident) $ X SCHEDULEDAUEOS PROPERTY DAMAGE $ . .HIREDAUTOS - - - - (Per accident) - NONdWNEDAUTOS $ UMBRELLA LIAB X OOCUR EACH OCCURRENCE $ 2 "OOO OOO. EXCESS UAB CLAIMS-MADE AGGREGATE $ 2,000,000 A DEDUCTIBLE CU8620037 3/20/11 3/20/12 $ X RETENTION $ 10,000 $ A WORKERS COMPENSATION WC8623134 3/20/11 3/20/12 1 WCSTATU- R OTH- AND EMPLOYERS•LIABILITY ANYPROPRIETOR/PARTNER/EXECUTNE YIN - E.L.EACH ACCIDENT $ . 500 000 OFFICERIMEMBER EXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $: 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500 000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101;Addidonal Remarks Schedule,If more apace Is mgll red).. Verizon, it's subsidiaries and its Verizon affiliates, including: its and their. directors:, officers, representatives, agents and.employees .are included as additional insureds on the above liability policies. CERTIFICATE HOLDER CANCELLATION` SHOULD ANY OF.THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ^ THE EXPIRATION DATE THEREOF, .NOTICE WILL BE DELIVERED IN Verizon Communications Inc ACCORDANCE WITH THE POLICY PROVISIONS.- and it's subsidiaries and affiliates 1400 E Phillips AUTHORIZED REPRESod Blvd, Bldg B CAA22CM ` : : Pomona, CA 91769-3059 ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD \00 a S.SCOIt RObil1fofl Z.Mob.RP specidw—0eww&CorIffirudEon 1070 VVgxvl mm Rd let Floor $ptitglfeld,MA 01109 Phone 413-703-0182 eamtrolsrobinson�wt(mon,com . Mare 30, 2011 Town of Hyannis, Ned Trainor Construction Inc located at 8 Columbus Avenue Ashland,MA has permission from Verizon Communications to perform construction work at our facility located at 49 Ocean St. Hyannis, MA. The work will be performed per doawncnts and drawings submitted to the town of Hyannis by Ned Trainor Construction Inc. S:aaamwel Scott Itobihnwwn Specialist-Verizon Communications a t Nlassalhusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License License: CS 3430 Restricted to: .00 _ � ► RAYMOND F TRAINOR 84 SUDBURY RD ASH LAND, MA 01721 --�- �` Expiration: 11/18/2011 ('u[lilt Iissioner Tr#: 9134 s CONSTRUCTION CONTROL DOCUMENT Project Title: Verizon Central Office HVAC Upgrade Date: 3/2/2011 Project Location: 49 Ocean Street, Hyannis, Massachusetts - Scope of Project: upgrade of Existing HVAC System In accordance with Section 116.0-116.2.4 of the 7th edition of the Massachusetts State Building Code: I, Robert F. Griffiths Mass.Reg.# 33161 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: ( )Entire Project O Architectural ( )Structural ( Mechanical ( )Fire Protection ( )Electrical O 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 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 116.12 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. 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. I shall submit periodically,in a form acceptable to the building official,a progress report together with pertinentcomments. Upon completion of the work,I shall submit o the building official a final report as to the satisfactory completion earliness of the ro' ct occupancy. Signature and Seal of registered professional: F�7J.„=75fi I 'CONSTRUCTION CONTROL DOCUMENT. Project Title: Verizon Central Office HVAC upgrade Date: 3/2/2011 Project Location: 49 Ocean Street, Hyannis, Massachusetts Scope of Project: upgrade of Existing HVAC System In accordance with Section 116.0-1.16.2.4 of the 7th edition of the Massachusetts State. Building Code: I,-James E. Sullivan Mass.Reg.# 8955 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: ( )Entire Project ( )Architectural ( )Structural O Mechanical ( )Fire Protection (x)Electrical O 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 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. 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: 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 compl tion and readiness of the project for occupancy. Signature and Seal of registered professio al:: ,MASS DAMES E SUL IV ALCn .8955 O �Q FSS/ONAL ENG TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 6 Map 3 Z(o Parcel Permit# Health Division _ Date Issued Conservation Division TS J 0� Application Fee 4650'00 Tax Collector Permit Fee - 00 Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address - Village __ !�2 All < Owner f� ,-ce l as Address y26 !mil�e 41 l 1 bc S,.Ac I"i C., Telephone — `i3Z- — 2-y(o-1 Permit Request_n�c.�� {9 . QrIf °e,4 crCk PA qr�y- c& v\,ew "is Gam . Square feet: 1 st floor: existing proposed 2nd'floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation`s t I Or,a Construction Type b?r-c eo s1, Ce-,.tr<k P°`c� S�_� Y 52 x Lot Size Grandfathered: ❑Yes ❑ 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:❑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� r__�.�+ca �; �;1 Proposed Use 5z. 16,4 BUILDER INFORMATION Name 6 mP a.. Telephone Number 3 — S6:,ci Address. , X 3C(a License# C'_S U (9 �SC- A-(-) O�u- Home Improvement Contractor# —Q�— C);2 qlo Worker's Compensation# WC 9 V 6(0 O* 8 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Py I A SIGNATURE DATE Ili 7 3 _ j FOR,OFFICIAL USE ONLY , r - PERMIT NO. - DATE ISSUED - MAP PARCEL NO. - ADDRESS VILLAGE ., OWNER f y DATE OF INSPECTION: _ t FOUNDATION FRAME , INSULATION _ FIREPLACE 1 ELECTRICAL: ROUGH FINAL ? PLUMBING: ROUGH -FINAL- GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. _ i 7 PROJECT NAME. j S'T` ADDRESS: l ©cie-'a PERMIT# Zo O SOS PERMIT DATE: M/P: .BARGE ROLLED PL,NS A M B O Z Data entered in.MAPS program on:. q lc� BY: . aa � vonr ; Permit#: N„p. LARGE ROLLED PLANS ARE IN BOX FOR ARCHIVING. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 0 Application # \ Health Division Date Issued le`2. Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address L G eao 4" Village Ova ma's Owner cc-i o.,J T�-e( f tG L�ddress Telephone / Permit Request /� i 46101 44 S ®Yl 1/� T PNt �'� V40 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 10,64,0 Construction Type IV -Lot Size Grandfathered: ❑Yes 0 No If yes, attac pportinVoc oM entati0n. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) C Age of Existing Structure Historic House: ❑Yes ❑ No On Old Ki g' Highwi ❑ �qs ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (s .ft) '° r Number of Baths: Full: existing new Half: existing new rn 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 1 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 # !' " 00 Recorded ❑ Commercial ❑.-YJes ❑ No If yes, site plan review # Current Use �i✓►�� �`Jf C° `M- 11A4C1/Z^J Proposed Use kv'y�-c k fJ jJ&"A,0vaC e!)C, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name-. e r4l"✓_W ,<> � U��'�''dTeIephone Number �7 6 J J -y_ Address YJUZA wall �✓+�� License # ,/0 S, Cc IUkt O , U 7 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Zb 411114.1 J FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED r 4 t MAP/PARCEL NO. F F` ADDRESS VILLAGE OWNER t DATE OF INSPECTION: F_-FOUNDATION: FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING --- 1 DATE CLOSED OUT ! ASSOCIATION PLAN NO. - ' The Commonwealth of Massachusetts . Department of Industrial Accidents Office of Investigations I Congress Street,Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Ledbly Name (Business/Organization/Individual): Site Acquisitions,Inc.d/b/a SAI Communications Address:27 Northwestern Drive City/State/Zip: Salem, NH 03079 Phone#:603.421.0470 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓[1 I am a employer with 180 4. I am a general contractor and I 6. ❑ New construction . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner listed on the attached sheet. 7. Q Remodeling ship and have no employees These sub-contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp.insurance. 9 ❑ Building addition required.] 5. [] We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.[] Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no 13,[✓ Other Telecommunications 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 showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site . information. Insurance Company Name: AIG/Commerce&Industry Ins.Co„ Policy#or Self-ins. Lie.#:WC 066-45-5274 Expiration Date:8/1/2014 Job Site Address: Ceao1 S City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A.of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify andpains and enalties o er'u that the in ormadon provided above is true and correct Si nature: .. ... ... Date: SD d/i1 Phone#: Official use only. Do"not write in this area,.to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): ' 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other , r Contact Person: Phone#: Client#:703814 E SITEACQU1 =ACORD-- CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNWY) 4/18/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NA T ME: USI Insurance Services LLC H NN,E,�:603 6254100 A71 AIC No PO Box 6360 E-MAIL ADDS: Manchester,NH 03108-6360 6O3 625-11 OO INSURER(S)AFFORDING COVERAGE NAIC If INSURER A:Liberty Surplus Insurance Corpo 10725 INSURED INSURER B:Starr Indemnity&Liability Com 38318 Site Acquisitions,Inc. Hartford Casualty Insurance Com 29424 dba SAI Communications INSURER C: tY INSURER D:'Hanover lnsurance Company 22292 27 Northwestern Drive Hiscox Insurance Company 10020 Salem,NH 03079 INSURERS: P y INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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. LT R TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MMIDD MMIDDNYYY A GENERAL LIABILITY 100000327702 1/01/2013 01/01/201 EACH OCCURRENCE $1 000 000 M X COMMERCIAL GENERAL LIABILITY DAgE ENTED R- - PREMG T ISES Ea occurrence 000,000 CLAIMS-MADE FXI OCCUR MEDEXP(Any one_person) $No Coverage X BI/PD Ded:25000 PERSONAL s ADV INJURY $1,000 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES:PER: PRODUCTS-COMPIOPAGG $2,000,000 POLICY X JECT PRI LOC _ $ D AUTOMOBILE LIABILITY AWV697898704 1/01/2013 01/01/201 C,EOaaclodaDs�NGLEUMiT $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ IX HIRED AUTOS X NON-OWNED - PROPERTY DAMAGE $ AUTOS Per accident) B X UMBRELLALIAB X OCCUR -SISCCCLO1701813 1/01/2013 01101/2014 EACHOCCURRENCE $5.000000 EXCESS LIAB CLAIMS-MADE AGGREGATE s5,000,000 DED RETENTION$ ` $ C WORI(ERS COMPENSATION 04WEQT3295 8/01/2012 08/01/201 X We Y 11MIT OTH- AND EMPLOYERS'LIABILITY - ANY PROPRIETORIPARTNERIEXECUTIVE YIN E.L.EACH ACCIDENT $1 000 000 OFFICERIMEMBER EXCLUDED? I NJ N/A - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 00O 000 If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 D Installation Pol. IHV707584303 1/01/2013 01/0112014 $150,000/$2,500 ded. E Professional MPL105991912 6/02/2012 08/01/201 $1MM/$1MM;$20,000 ded., DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space Is required) - This Certificate covers all operations usual and customary to the insured's business. Informational Purposes CERTIFICATE HOLDER CANCELLATION Site Acquisitions,Inc. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE q THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN dbaSAl`COmmunlCatlonS - ACCORDANCE WITH THE 'POLICY PROVISIONS. 27 Northwestern Drive Salem;NH 03079 AUTHORIZED REPRESENTATIVE Informational Purposes ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S9617081/M9617070 BXFCA ��O_� AT&T Mobility Q( 550 Cochituate Road Suite 13 8 14 Framingham. MA 01T01 June 19,2013 e Mr.William Doody Verizon Real Estate 125 High St,Oliver Tower,7th Floor Boston,MA 02110 Re: Acknowledgment and Consent for AT&T Mobility's Improvements Site Number and Name: 1145 Ocean Street-Hyannis Site Address: 49 Ocean St,Hyannis,MA Dear Mr.Doody: This letter in reference to the Lease Agreement between Verizon New England Inc,formally. New England Telephone and Telegraph Company(Landlord)and Southwestern Bell Mobile Systems,Inc d/b/a AT&T Mobility(Tenant)dated February 23,1996,as extended by Option Letter dated February 25,2000,Option Letter dated March 17,2005,Option Letter dated March 31,2010 and as amended by Consent Letter dated October 24,2002 and March 19,2007(as amended and extended collectively the"Lease")to which Tenant leases from Landlord a certain portion of the property and tower at the above reference address("the Property").Paragraph 9 requires Tenant to obtain prior written approval of any improvements to the Property or the premises. Tenant seeks approval to perform the following Improvements: r Remove(6)Kathrein 800-10121`antennas @ 85 feet Relocate(4)Kathrein 800-10121 antennas from 85 feet to 78 feet Relocate(2)Kathrein 800-10121 antennas from 85 feet to 66 feet Remove(3)Abandoned AT&T EMS-RR90 Antennas @ 65 feet. Add(2)Powerwave TMA's LGP17201 @ 66 feet '. Add(4)Powerwave TMA's LGP17201 @ 78 feet Add(2) AM-X-CD-16-65-o0T-RET Antennas @ 78 feet Add(1) AM-X-CD-16-6500T-RET Antennas @ 66 feet Add(4)Ericsson-RRUS-11 Remote Radio Heads(RRH)@ 78 feet Add(2)Ericsson RRUS-11 Remote Radio Heads(RRH)@ 66 feet Add(2)Raycap Surge Arrestor @ 78 feet Add(2)Raycap Surge Arrestor @ 66 feet Add(2)DC 5/8"cable lines in 3"O.D.Flex Conduit - Add(1)3/8"Fiber cable in 3"O.D. Flex Conduit Retain(1)GPS Antenna mounted on shelter to remain Add(1)GPS Antenna on shelter adjacent to existing GPS antenna Add(1)Purcell FLXX16 LTE Cabinet 4 (us^,(A' - 'VCY pmun spnncot 0 the Us Olympic team Acknowledgment and Consent for AT&T Mobility's Improvements June 19,2013 Page 2 These improvements are described in•Tenant's construction drawings revision 2 dated 12/3/12, which is made a part of this request for approval. In addition to the above referenced Improvements,Tenant agrees to remove three(3)EMS . RR90-17-02 DP antennas located at 65 feet abandoned by AT&T,formally Telecorp Realty Corp in December 2008. Tenant confirms this update will not affect any utilities at the Property,other than those servicing AT&T Mobility's equipment,the proposed modifications will be limited to and take place within AT&T's leased area,and will not disturb any other Tenant's equipment on the site. Tenant agrees to provide Landlord a minimum of 48 hours notice,via telephone and email,prior to any work being performed.Said notice to Landlord will include the date that Tenant will be on location to begin their work. Landlord reserves the right to change the date based on the availability of Landlord's facility management personnel.Please contact George Lees at 617- 287-9963,Email:George.n.lees@verizon.com. Tenant acknowledges Landlord reserves the right to assess a penalty of$S00.00 per instance if work has begun on location without proper notification to Landlord. Tenant shall,at its sole cost&expenses,obtain and maintain all Governmental Approvals that may be required by any federal,state or local authority.Tenant agrees not to file any ` application for federal,state,or municipal permits prior to receiving a fully executed Consent Letter. Tenant agrees no antennas or cables are to be installed in the safety/climbing path(Restricted Zone)and all antennas will be attached to an outrigger or extension arm to insure antennas are " kept away from the safety/climbing paths. Any equipment found to be in the safety/climbing path will be removed by Tenant,at the request of Landlord,at Tenant's sole cost&expense. Tenant agrees all equipment will be grounded and tied into any existing ground ring and TX lines securely fastened to the tower. µ Tenant agrees to label all cables,tower equipment(antennas/dishes),equipment cabinets, power meters/cabinets,shelters,etc.with their company name for identification purposes. Jam..+ • .C-r• - • • [ i b 1 Acknowledgment and Consent for AT&T Mobility's Improvements June 19,2013 Page 3 Please signify your consent to these modifications by signing,dating and returning to me this letter. Should you have any questions,please contact me at(S08-596-9245 or rd1090ca)att.com) Sincerely, Richard Detch Consent Sr.Real Estate&Construction Manager Verizon New England Inc By: Name: William Doody Title: Consultant—Real Estate Date: �9 L13 j AT&T Mobility ���� 550 Cochituate Road Suite 13&14 �t��" • Framingham,MA01701 October 16,2013 Via E-Mail Town of Barnstable Attn: Thomas Perry 200 Main Street Hyannis,MA 02601 RE: AT&T Wireless Equipment at: 49 Ocean Street,Hyannis,Massachusetts Site#MA1145 Site Name:HYANNIS , Dear Mr Perry: New Cingular Wireless PCS,LLC by and through its manager AT&T Mobility Corporation, ("AT&T"),is currently working to modify its antenna installation on the above referenced site in order to maintain AT&T's commitment to the highest standards of service and technology. Please allow this letter to serve as notification that AT&T has contracted with Site Acquisitions Inc.,d/b/a SAI Communications,to provide services related to building and modifying equipment at AT&T's various wireless communications facilities. These services include,but are not limited to,local government zoning and permitting for the modifications,negotiating site license and lease agreements,including amendments to such agreements,and managing the installation of the proposed modifications to the site mentioned above. This authorization includes acting on behalf of AT&T to apply for,execute, submit and prosecute any and all land use approvals or permits from any and all regulatory agencies which may be necessary for the installation, operation and maintenance of the proposed modifications. If you should have any questions please contact Carl Aquilina at 603-560-6185. Thank you in advance for your assistance. k Sincerely, Don Ja osla Senior-Tech Pr 'ect anager L 41-59218 BARNBTABM a �prFU ern �-�.r.ti.°+_Li Town of Barnstable 0.,. ;E 19 ..11r Zoning Board of Appeals Decision and Notice Special Permit No. 2013-002 -AT&T Mobility Modification of Special Permit 1998-043 To allow additional equipment on the existing telecommunications tower Summary: Granted with Conditions Petitioner: AT&T Mobility, as Lessee 550 Cochituate Road, Framingham, MA Subject Property: 49 Ocean SirBet,Hyannis Assessor's Map/Parcel: 326/025 Property/Tower Owner: New England Telephone &Telegraph Co (c/o Verizon New England, Inc) PO Box 152206 Irving TX 75015 Recording Information: Deed: Book 900 Page 343 Plan: Book 119 Page 45 Original Special Permit(No. 1998-43): Book 11374 Page 123 Background In Appeal 2013-002, AT&T Mobility sought to modify Special Permit 1998-043 to add two panel antennas, four remote radio heads, and two surge arrestors within the petitioner's 80 foot lease area and add one panel antenna, two remote radio heads and one surge arrestor within the 66 foot lease area on an existing 100 foot telecommunications tower. All ground-mounted equipment will be fully enclosed within the existing equipment building, except a small GPS antenna on the roof. The subject property is located at 49 Ocean Street, Hyannis, adjacent to Town Hall; it is the site of the Verizon switching station. The 100 foot tower was originally constructed in 1962 and permitted under Special Permit 1962-43, issued for expansion of a preexisting nonconforming use. Special Permit 1998-43 allowed for a four foot extension of the tower and a small equipment building. Condition No. 3 of the permit states that additional equipment shall not be located on the tower without the consent of the Board. Procedural & Hearing Summary Appeal No. 2013-002 for a modification of Special Permit 1998-043 to add equipment to an existing telecommunications tower was filed at the Town Clerk's Office and Zoning Board of Appeals Office on December 27, 2012. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. A letter dated June 19, 2013 provided authorization from the property and tower owner, Verizon New England, Inc. for the proposed improvements. A letter dated January 23, 2012 from AT&T Mobility authorized SAI Communications and J. Lee Consulting to apply on their behalf and represent them before the Board. The hearing was opened on February 13, 2013 and continued to March 27, 2013, June 12, 2013, August 14, 2013, August 28, 2013 and September 11, 2013. On September 11, the Board found to grant the Special Permit modification subject to conditions. Board Members deciding this appeal were Board Chair Craig G. Larson, William H. Newton, Alex M. Rodolakis and George T. Zevitas. Gerry Squires of J-Lee Consulting represented AT&T before the Board. He presented the request to the Board, along with details of the site. Mr. Squires provided information about the equipment that was being installed. He confirmed that AT&T has secured permission from Verizon Wireless to install f t Town of Barnstable Zoning Board of Appeals—Decision and Notice Appeal No.2013-003—AT&T Mobility the equipment. The Board reviewed the structural analysis and,questioned the assumptions in the report. Mr. Squires provided the Board with'an overview of how the analysis was conducted and confirmed that the tower had significant available capacity to hold the proposed equipment. Public comment was requested and no one spoke in favor of or in opposition to the request. Findings of Fact At the hearing of September 11, 2013, the Board made the following findings of fact for Appeal No. 2013-002, a request by AT&T Mobility to modify Special Permit No. 1.998-043 to add equipment to the 66 foot and 80 foot lease areas of an existing telecommunications tower at 49 Ocean Street, Hyannis: 1. AT&T Mobility, as Lessee, has applied for a modification of Special Permit No. 1998-043 to add two panel antennas, four remote radio heads, and two surge arrestors within the petitioner's 80 foot lease area and add one panel antenna, two remote radio heads and one surge arrestor within the 66 foot lease area on an existing 100 foot telecommunications tower. 2. The subject property is located at 49 Ocean Street, Hyannis, MA as shown on Assessor's Map 326 as Parcel 025. It is located in the Hyannis Village Business Zoning District. 3. The existing telecommunications tower at 49 Ocean Street, Hyannis was permitted by the Board as an expansion of a preexisting nonconforming use under Special Permit No. 1962-43 and further expanded under Special Permit 1998-43. 4. This application seeks to modify a Special Permit decision previously rendered by the Board pursuant to ordinance provisions authorizing expansion of a.preexisting nonconforming use. Condition No. 3 of Special Permit 1998-43 states that additional equipment shall not be located on the tower without consent of the ZBA. 5. A Site Plan approval letter dated November 29, 2012 was issued for the proposed installation. The Hyannis Main Street Waterfront Historic District Commission issued a Certificate of Appropriateness for the installation on January 16, 2013. 6. The proposal by AT&T to locate three panel antennas, six remote radio heads, and three surge arrestors on an existing lattice communications tower at 49 Ocean Street meets all of the requirements of Section 240-107 of the Zoning Ordinance. 7. Based on an evaluation of the material submitted and the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and does not represent a substantial detriment to the public good or the neighborhood affected. The proposal will not be substantially more detrimental to the neighborhood than the existing building or structure. The vote to accept the findings was: AYE: Craig G. Larson, Alex M. Rodolakis, William H. Newton, George T. Zevitas NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant the special permit modification subject to the following conditions: 1. This modification of Special Permit 1998-43,is granted to AT&T Mobility to allow the installation and operation of two panel antennas, four remote radio heads (RRHs), and two surge arrestors within the 80 foot lease area and one panel antennas, two RRHs and one surge arrestor within the 66 lease area on the existing tower at 49 Ocean Street,, Hyannis and accessory equipment as shown on the plans entitled "AT&T— Site Name: Ocean Street - Hyannis, Site Number: 1145" dated December 3, 2012, drawn and stamped by Chappell Engineering Associates, LLC. 2 Town of Barnstable Zoning Board of Appeals—Decision and Notice Appeal No.2013-003—AT&T Mobility 2. All conditions of Special Permit No. 1998-43 shall remain in full force and effect. 3. All work shall be completed in accordance with the requirements of the Site Plan Review approval. 4. This decision shall be recorded at the Barnstable.County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of a building permit for the installation. The vote was: AYE: Craig G. Larson, Alex M. Rodolakis, William H. Newton, George T. Zevitas NAY: None Ordered Appeal No. 2013-002 to allow AT&T to two panel antennas, four remote radio heads, and two surge arrestors within the 80 foot lease area and add one panel antenna; two remote radio heads and one surge arrestor within the 66 foot lease area on an existing telecommunications tower at 49 Ocean Street, Hyannis has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Barnstable Town Clerk. ,l Craig G. Larson, Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that nq,sompo,,� appeal of the decision has been filed in the office of the Town Clerk. UT p�.;;;°Gg'�•, g �1 " day of AefD� p p < 5' , Signed and sealed this under the pains and eves � m perjury. -w. �w :V'•• ,�f�+: � fir' +� Ann Quirk, Tow Clerk p�S • f'Baacee��►��` 3 AbUtterXepOrt rage I or 1 Zoning Board of Appeals (ZBA) Abutter List for Map & Parcel(s): 1326025' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. - ' Close Total Count: 21 _J Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 326004 BARNSTABLE, 800 PITCHERS WAY HYANNIS, MA 21409/153 TOWN OF(MUN) 02601 326021 BARNSTABLE, 367 MAIN ST HYANNIS, MA 865/438 TOWN OF(MUN) 02601 326025 NEW ENGLAND TEL C/O VERIZON P O BOX 152206 IRVING,TX 900/343 &TEL CO PROPERTY TAX DEPT 75015-2206 BARNSTABLE 326027 HOUSING 146 SOUTH ST HYANNIS, MA 3212/277 AUTHORITY 02601 326061 BARNSTABLE, 367 MAIN STREET HYANNIS,MA 4640/099 TOWN OF(MUN) 02601 327101 BARNSTABLE, 367 MAIN STREET HYANNIS, MA 1385/439 TOWN OF(MUN) 02601 327102 OTTAWAY 319 MAIN ST HYANNIS,MA 1480/861 NEWSPAPERS INC 02601 327103 CAPE COD BANK& C/O TD BANK 380 WELLINGTON LONDON ON CANADA,. . C40671 TRUST CO ST,TWR B, 12TH N6A 4S4 327106 ZURILLA,WILLIAM %DOW]ONES LOCAL 25 ELM STREET NEW BEDFORD, 19583/212 A TR MEDIA GRP,INC MA 02740 HANNEY,WILLIAM, TEN OCEAN STREET SOUTH EASTON, 327107 I TR REALTY TRUST 7 CENTRAL ST MA 02375 9257/064 327109 R F&R M LLP 22 CHANNEL POINT HYANNIS,MA 22464/282 ROAD 02601 327110 NOYES,TERRI L 33 OCEAN ST HYANNIS, MA 8554/307 02601 327111 HIBEL REALTY LLC %LBM FINANCIAL, 171 LOCKE DRIVE MARLBOROUGH, C169924 LLC MA 01752-7225 327112 HIBEL REALTY LLC %LBM FINANCIAL., 171 LOCKE DRIVE MARLBOROUGH, 17307/342 LLC MA 01752 YETMAN,.KENNETH NANTUCKET SOUND 137 SOUTH 327113 &LOUISE TRS TRUST PAWKANNAWKUT YARMOUTH, MA 5476/168 DR 02664 327114 MANGALO,MICHEL P O BOX 2128 HYANNIS, MA C118172 G 02601 327115 NEWMAN 8 ALTON PL BROOKLINE, MA C163784 INVESTMENT LP 02446 327116 UNITED STATES OF POST OFFICE HYANNIS, MA 525/427 AMERICA 02601 327261 BARNSTABLE, 367 MAIN STREET HYANNIS,MA C17405 TOWN OF(MUN) 02601 327263 NEW ENGLAND TEL C/O VERIZON P O BOX 152206 IRVING,TX 1831/232 &TEL CO PROPERTY TAX DEPT 75015-2206 327264 CHRISTYS REALTY C/O HESS CORP PROPERTY TAX DEPT ONE HESS WOODBRIDGE, 11364/040 LP PLAZA NI 07095 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1/2212 0 1 3. http://66.203.95.236/arcims/appgeoapp/A`butte'iReport.aspx?type=ZBA 1/22/2013 Town of Barnstable Geographic Information System January 22,2013 309195CN D 327006002 327074 #46 327271 327090 327123 #0 #11 327089 #334 r#320 327269 #338 [#35 go 327006001 327004 327005 #342 SVP327128 32712� `2 00 #364 327103 :; #43 56 327003 327106 l 0 327001 327002 #362 ( #331 #376 #366 t,ri 5 = Y371�21 327262 353 27107 _ # #408 `;327111 i! '�•ir r/ 3� 'D� V 327112 327 1 ' '-',: :.ic'.:'.,:.: •;'' Q#345 /:; ' /i v327120 63 327114 r327118 971 327118 't y'. 3Z7a :i r'. i #77 y I / !, 3 f109 ,/ :jet,, ,,:;•: /': 309221 ri:.ir' ri i if'::, , /i``r;�i. ri��• . :'!// :fir ,;•!.' i i• ./% ! !ft -�; ?'r / ;l%i•' ,�`f`; l/ ' ear % ./ii �% y, :#'4 // i�i; ��, 327116 r !. i.,. .i.. .rri, • .� •'ii. �'i < :,,/ l.�../iJ /liii//////iJ'• #385 i ,/ ,.<. f!• f �. Aii•" ''/i l •7i {�.i' ii'"%Yi; // r { / J •J 326027 . . ........ ... _•:'; 'l r / %� f ✓� j rr %/ ;`•.. %326028 326013 ' / r �� �r; i, 0 s/> f % %/ . / lifi,: #132 #401 //f /r rig .�i! j/ `,rr ,�f /� '�//� � ,;��/> /. // i/!;�..,.:•.:.-:.�::: : > / e/ 13260ryry ?!!,i.• %::`, /1, ✓r ` /r li /fi`I% i '%/ !/ l/i 015 l/. ,20 r >.i!.`-'' ,{.-';'•Y/..,` t! - / /%/ %/' ./ r ':%ii..,.;,.,...•.:,::.!:. 326 !i !c. ./l, "%!/ r/i .:>/! %/i• ,<: //� '//i' it /: iY%"%%/; %/ %/. /" `.%/i r/ . '. Y s •'r,/ !� '.:;//',, %[; :`!/ 1. ! .,_: /i /ir.•Ui `/!i. ''/r : ..:: ,. �7/. %/.;" ii �/ .'>/,.` ..11r,--/'.rii.., /i i!i riJ' ✓lt,:. /1 >ii ..ly:. •r /ice •!i, /i� !i ,j;�, 326138326017 326016 i / /N #135. 326018 :' = :. #38 `!1 ' ,p i, 326001002 089 3 #0 326046 DISCLAIMERS:This map is for planning purposes only. It Is not adequate for legal Map:326 Parcel:025 Zoning Board of Appeals(ZBA) boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel W.. . 1^=100 mey not meet established aned map accuracy standards. The parcel tines on this map Abutter List Type-Parties of interest are those directly opposite subject lot on are only graphic representations of Assessor's tax parcels. They are not true property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot. such as building locations. Buffer / LEGAL NOTICE NOTICE i TOWN OF BARNSTABLE ZONING BOARD OF APPEALS TOWN.OF BARNSTASLE ZONING BOARD OF APP._EALS - NOTICE OF PUBLIC HEARINGS NOTICE OF Pl1BLIC HEARINGS UNDER THE ZONING 'UNDER THEZONING ORDINANCE ORDINANCE - a FEBRUARYI3 2013 FEBRUARY 13 2013 3 To all persons interested m or affected bythe aeons of the To all persons interestetl In or affedetl by ttie actions of the` Zoning Board of Appeals you:aro hereby rnottfietl pursuant Zoning Board of Appeals youyare heretiyrnotfied pursuant',} to Sechonll of Chapter 40A.of the Gerieral Laws•of the X Ito{Section 11 of=Chapter 40A of the Generel�Laws of the: Commonwealth of Massachusetts ago:,,.all amendments thereto Commonwealth of Massachusetts and all'amentlments thereto :that a public heanng on the following appeals HnO�be hold on that a public heanng on the following.appeals Hell beheld on' Wednesday-Fetiruary 13 2013+at,ihe bme mdiratedg + Wednesday fe�bnlary 13 2013 atthe bme Iridiceted 7 00 FM Appeal Ne 2013-001 AT&T Motidy ��t 7 00 PM Appeal No 2013-001=AT&T Mobility AT&1 Mobil as Lessee has phoned for a S al Pennd m AT&T Moblldy as L"essee ha"s`pehhoned'fora SpeCi4al;Permd m accordance:wdh Arhde:X Section 240108`Aiitennes Peimdted E accordance with Arhde X Section 240-108 Antennas Pennfied" by Spkig!penmt m all iornng districts The Pe6honer Is prop mg' by Speaal Permit in all zoning distnds The FehUoner Is pFoposmg' to add threa.panel antennas sa remote red'*heads and one surge to�add three panelantennas six remote adio he ds and or�esurge arrestor wilfim the Petitioners 117 foot lease area on the epshng r :�arrestor wdhm the Febhoner s 117 foot leash area�onsthe eiosting-, =tower,Ttie ex�shng tower is a structure and use accessory to the tower The existing tower is a strucfure and use accessory to tie Bamsfable;County SherrfPs Office.Department of Public Saferyy Bafistable Cou�tty;SherdPs Officz Department ofutil Safety The subject property1is.-located at,3195 Mam Street Barnstable ,mmTfie�subl_ °e_ ct property Is lopted at3195 Mah�Street Barnstable MA shown onAssessors Map 299 as Parce1024 It rsl0cafad m r J sa _ the Village Business-A and Residence F 2 Zornng Dlstnds ' `�t 4 .as shown on Assessor s Map 299 as Parcel 024�k�slogted mJ 7 01 PM Appeal No 2013-002 AT&T Mobility , the Village Business A and Residence F 2 Zoning Dtshtds a AT&T Mobldy as lessee has pebhoned fora modficehon ofr atfr 7 01 PM Appeal No 2013-002 AT&T Mobility -I Speaal Peirnd No 1998 043hto,ado two panel antennas fur AT&T Mobildy asi,Lessee has pehhonedtor a modficabon of remote radio heads and iwo surgeairestors whin Die pe4honer's 0 Speaal Ferrnd No a1998 043 to add two panel antennas four.:., 80 foot lease area onjthe tower and atld one panel antenna two remote radio heads and two surge arrestors�withm the.pebhoner s ` remote radio heads and one surge,arrestorwdhin the 66 foot lease` 80 fooYlease area on the tower-and add one panel antenna twoti area on iheOwe�The submit properly is located at 49 Ocean remote redio heads and one surge arrestorw¢tiin the 66 t lease Street Hyannis-,MA as shown on AssessorsYMap 326 as Parcel area onlhe tower The subled;propery Is^located at 49 Ocean 025 ft is located m the:Hyannis village Business Zoning DisficL IStieet Hyannis MA as shoHm on Assessor s Map 326.as Parcel` 7 02 PM Appeal No 2013-003 AT&T�Mobddy� 025 tt is loceted m the Hyannis Village Business Zoning Dlstnd AAA-Mobility as Lessee has'apphed fors a odficahon`of 7 02 PM Appeal No 2013-003uAT&T Moblldy r Vanance{No 2002 t16=as modfied by Vanance No 2012 060 tom } adtl three panel antennas suc remote radio heads and o e surge AT&1 Mobdity as Lessee has applied far a motlficahon of'� Vanance No 2002116 as modified by Vanance No 2012-060 to' ,arrestor within the-1' foot lease area on the tower The suieleet add three panel antennnas suc iemote radio heads and one surge:I properly is located at 215 Old Falmouth Road_Marstons Mills MA iarrestor within the 158 foot lease area on the tower The subject as shown on Assessor's Map 100 as Parcel 071 tt Is located m the property s located at'315 Old Falmouth Road Marstons Mllis MA Residence F Zoning Dis6id t 4 z� ' as shown on Asses or s Map 100 as Parcel 071 It is laxted m the 7 03 PM Appeal No 2013-004 AT&T Mobilty � t Residence F Zonng Distnd AT&T Mobility as Lessee has petlhonetl a modfidahon of r, 7 03 PM Appeal No 2013-004 AT&T Mobility I Special Permit No 1997-008 antl Vanance No �1997 009as AT&T Mobility as.`Lessee has petitioned a vmodificahon of i; issued by:a Memorandum of Understanding dated tAugust Speaal Permit No 1997-008 and,Vanance No 1997-009 as'' 18 1999 and as modfietl by Speaal Permit No 2002f129 to issued 6y a Memorandum of Unde standing dated_August; P add three anel antennas snr remote radio heads`�and�one 18 1999 and as modfied by Speaal Perrn.t No 2002-129 to1 surge arrestor within-the Pe4honet s 250 foot lease area on they add three-panel antennas sii_remote redio headst--and oriel tower The-subject propertyis located at T49 Oak Sheet West i surge arrestor wdhin the PeWgneiS 250 foot lease area on the i `.,Barnstable;-MA as shown on Assessor s Map 215 as Parcel 0�5 over The subled property is located at 749 Oak Street West- 002 It is located m theResidence F Zoning Dlstrid Barnstable MA as shown on Assessor s Map 215 as Parcel 015 ,i 7 04 PM`Appeal No 2013005 AT&T MotiihtY y 002 It is located in the Residence F Zoning;Distrid xs ART;Mobildy as Lessee has`pehhoned fora.--.motlficabon of {- �7 04 PM Appeal No.2013-0OS AT&T Mobility l Vanance No 2006-g12 m order,to add three panel antennas sa AT&T Nlobtldy as Lessee has;pehhoned ffir a modficabon of :�l _remote radio heads and one surge arrestor wdhm the petitioner s Vanance.No 2006 012 m orderto add three panel antennas suc , '130 foot lease area on the tower'The subled-.property Is,Ma�ted remote radio heads and one surge arrestor within the pehhoner s at 1138 Main Street,Osternlle MA as shown on Assessor s Map 130 foot lease area on the tower;The sub ed roe, .Isaopted 119 as Parcel 009 It is logted in the Business A and Residence at 1138 Mam Street Osternlle MA as shown on Asse sor s Ma 119 as Parcel 009 It is located in the Business A and Residence `C Zoning Distnd > t These Public Hearings will be,held a�the Barnstable Town .I C Zoning Distnd {' - $ ;Hall 367!Main Street Hyannis'MA Heanng Room 2nd Floor tThese Public Hearings Hell beheld at the Bamsfable Town Wednesd y February 134 2013'Planieand applications may Hall 367 Mam Street Hyannis MA Heanng Room 2nd Floor be reviewed at the Zornng Board of Appeals Office`rGrowth :Wednesday February�43 2013:Plans and applications may i ;Management Department Town Offices 200 Mam Sheet be rewewetl at,the.Zonmg Board of Appeals O(fia Growth Hyannis MA. .Manageindht Department Town Otfiaas 200 Mam Sheet laura F Shufett Chair .Hyannis MA r*" x "' Zoning B and of Appeals La `The Barnstable Patriot; --� ;, Zoning Board of Appeals January 25&February 1 2013 The Barnstable Patriot >, - $�„�;w� = - r January�25&February t 2013 `� � � BARNSTABLE REGISTRY OF DEEDS ITheCommonwealth of Massachusetts William Francis Galvin-Public Browse and Search Page 1 of 2 The Commonwealth of Massachusetts William Francis Galvin t- Secretary of the Commonwealth,Corporations Division One Ashburton Place, 17th floor Boston,MA 02108-1512 1 , Telephone: 617 727-9640 SITE ACQUISITIONS, INC. Summary Screen Help with this form Request a Certificate The exact name of the Domestic Profit Corporation: SITE ACQUISITIONS,INC. Entity Type: Domestic Profit Corporation Identification Number: 043324231 Old Federal Employer Identification Number(Old FEIN): 000507758 Date of Organization in Massachusetts: 07/24/1995 Current Fiscal Month/Day:12/31 Previous Fiscal Month/Day:00!00 The location of its principal office: No.and Street: 10 MOUNT VERNON ST.,SUITE 101 City or Town: WINCHESTER State:MA Zip: 01890 Country:USA If the business entity is organized wholly to do business outside Massachusetts,the location of that office: No.and Street: City or Town: State: Zip: Country: Name and address of the Registered Agent: Name: NATIONAL REGISTERED AGENTS,INC. No.and Street: 303 CONGRESS STREET 2ND FLOOR City or Town: BOSTON State:MA Zip: 02210 Country:USA The officers and all of the directors of the corporation: Title Individual Name Address(no PO sox) Expiration First,Middle,Last,Suffix Address,City or Town,State,Zip Code of Tenn PRESIDENT ANTON MILLER 4 GOLFVIEW RD., Until Appt of WINDHAM,NH 03087 USA Successor TREASURER DONNA M MILLER 4 GOLFVIEW RD. Until Appt of WINDHAM,NH 03087 USA Successor SECRETARY ANTON MILLER 60 CLEWLEY RD Until Appt of MEDFORD,MA 02155 USA Successor' DIRECTOR ANTON MILLER 4 GOLFVIEW RD., Until Appt of WINDHAM,NH 03087 USA Successor http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 12/21/2012 The Commonwealth of Massachusetts William Francis Galvin-Public Browse and Search Page 2 of 2 DIRECTOR DONNA M MILLER 4 GOLFVIEW RD. Until Appt of WINDHAM,NH 03087 USA Successor business entity stock is publicly traded: _ The total number of shares and par value,if any;of each class of stock which the business entity Is authorized to Issue: Par Value Per Share Total Authorized by Articles Total Issued Class of Stock Enter 0 if no Par of Organization or Amendments and Outstanding Num of Shares Total Par Value Num of Shares . CNP $0.00000 15,000 $0.00 200 Consent _ Manufacturer _ Confidential Data _ Does Not Require Annual Report Partnership X Resident Agent X For Profit _ Merger Allowed Select a type of filing from below to view this business entity filings: ALL FILINGS Administrative Dissolution . Annual Report I Application For Revival Articles of Amendment ❑ View Filings New Search Comments ©2001-2012 Commonwealth of Massachusetts All Rights Reserved Help http://corp.sec.state.ma.us/corp/corpsearch/CorpSearchSummary.asp?ReadFromDB=True... 12/21/2012 r Town of Barnstable 200 Main Street Hyannis,Massachusetts 02601 Regulatory Services Thomas F. Geiler,Director Building Division. Tom Perry,Building Commissioner. Phone(508)862-4670 Fait(508)8624125 www.town.ba(nstable:ma.us November 29,2012 AT&T Mobility � ilyJ c/o Mr. Gerry Squires t Site Acquisition Consultant n i0)tWe �Vp 101 Palisades Circle Stoughton,MA 02072 RE: Site Plan Review#031-12 - AT&T Mobility 49 Ocean Street,Hyannis Map 326,Parcel 025 Proposal: AT&T proposes to add 3 antennas and 6 remote radio heads and one surge arrestor to an existing wireless communications facility: Dear Mr. Squires: Please be advised that the above-referenced proposal has been found to be administratively approvable subject to the following: a Approval is based upon and must be substantially constructed in accordance with plans entitled "AT&T Site Number: MA-1145; Site Name: Ocean Street.-Hyannis",6 Sheets; dated September 14,2012,prepared,for AT&T,by Chappell Engineering Associates,Marlborough, MA. ® The granting of a modification of Special Permit 1998-43 by the Zoning Board of Appeals is required to allow for an increase in the number of antennas installed on this existing wireless communications tower. ® Approval from the Hyannis Main Street Waterfront.Historic.District Commission will need to be. obtained. ® Structural analysis confirming tower capacity for the proposed additional equipment; ® Applicant must obtain all other applicable permits;licenses and approvals required. A copy of the approved site plans will be retained on file. Sincerely, G Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry,Building Commissioner ZBA File J' ALL-POINTS TECHNOLOGY CORPORATION, P.C. STRUCTURAL ANALYSIS REPORT 104' SELF-SUPPORTING TOWER BARNSTABLE,MASSACHUSETTS Prepared for SAI Communications, Inc.. AT&T Site#MAI145; .Hyannis April 1, 2013 ,H OF Mgss O R4t3cRT E. G ADAIR,JR. v STRUCTURAL y No.42884 lONAL APT Project#MA193890 ❑3 SADDLEBROOK DRIVE KILLINGWORTH,CT 06419•PHONE 860-663-1697•FAX 860-663-0935 0 P.O.BOX 504 116 GRANDVIEW ROAD CONWAY,NH 03818 PHONE 603-496-5853 FAX 603-447-2124 , i STRUCTURAL ANALYSIS REPORT 104' SELF-SUPPORTING TOWER BARNSTABLE,MASSACHUSETTS prepared for SAI Communications Inc. EXECUTIVE SUMMARY: All-Points Technology Corporation, P.C. (APT) performed a condition assessment and structural analysis of this 104-foot self-supporting tower. The analysis was performed for AT&T Mobility's proposed installation of three KMW AM-X-CD-16-65 panel antennas, six Ericsson RRUS-11 remote radio heads(RRHs)and four Raycap surge suppressors as detailed below, fed by one fiber and two DC power cables. The tower was observed to be in sound condition. Our structural analysis indicates the tower meets the requirements of the Massachusetts State Building Code and TIA-222 with the proposed changes. INTRODUCTION: A condition assessment and structural analysis was performed on the above-mentioned communications tower by APT for SAI Communications Inc. The tower is located at 49 Ocean Street in Barnstable, Massachusetts. APT visited the tower site on September 20, 2012 and climbed the structure in its entirety to compile data necessary to perform the structural analysis. The structure is a 104-foot galvanized steel self-supporting tower. The tower consists of a four-legged 104'self-supporting lattice structure and features angle steel leg and bracing members. The analysis was performed for the following antenna inventory (proposed equipment shown in bold text): Antenna Elev. Mount Coax. (4)LPA-70063/6,(2)LPA-70080/6,(2)BXA- 104' (3) 15' sector mounts (12) 1-5/8" 10063/6, 1 BXA-70080/6, 3 MG D3-800T 10'high performance dish 94' 12'x 4'/2"pipe (2)EW63 4'dish with radome 84' 6'x 4'/2"pipe EW90 (4)800-10121, (2)AM-X-CD-16-65 panels, 78' (2) 15' sector mounts (8)7/8",(1) (4)RRHs,(2)surge suppressors,(4)TMAs, fiber,(2) 4 di lexers power 6'high performance dish 76' 10'x 4 %"pipe (2)EW63 (2)800-10121, (1)AM-X-CD-16-65 panels, 66' 15 sector mount (4)7/8" (2)RRHs,(2)surge suppressors;(2)TMAs, ' 2 di lexers. All-Points Technology Corporation, P.O. Box 504 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603)496-5853- (860)663-1697 SAI Communications Inc. April,1 r' 104'Self-Supporting Tower,Barnstable, AM Page 2 AT&T Site#M41145;Hyannis APT Project#IYI4193890 CONDITION ASSESSMENT: • General Observations: The tower, a 4-legged self-supporting tower, appeared to be in sound condition.No signs of movement or overstress of the tower were observed. • Leg Members: Tower legs consist of angle steel members; all appeared to be in sound condition. • Lattice Bracing: Bracing and connections were visually observed to the maximum extent practicable.Bracing and connections appeared to be sound. • Splice Connections: Connections were checked by hand for tightness at climbing leg splice connections.No loose or missing splice bolts were observed. . • Antenna Connections: Antenna mounting hardware appeared to be in good condition with galvanized members and corrosion resistant hardware prevalent. • Base Foundations: Visible foundation concrete appeared to be in sound condition. STRUCTURAL ANALYSIS: Methodology: The structural analysis was done in accordance with the Massachusetts State Building Code and TIA- 222,Revision G(TIA),Structural Standard for Antenna Supporting Structures and Antennas. The analysis was conducted using a 3-second gust wind speed of 115 miles per hour with no ice and 40- mph with 3/4" radial ice in accordance with the TIA-222-G standard for Barnstable County, Massachusetts. The following additional design criteria were used: Structure Class: II Topographic Category: 1 Exposure Category: B Analysis: Analysis of the tower was conducted in accordance with the criteria outlined herein with proposed equipment changes as previously described. The following table summarizes the results of the analysis based on stresses of individual leg and' bracing members: All-Points Technology Corporation P.O. Box 504 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603)496-5853 (860)663-1697 SAI Communications Inc. April 1 104'Self-Supporting Tower,Barnstable,MA Page 3 AT&T Site#MA1145,Hyannis APT Project#M4193890 Leg Bracing Elevation Capacity Capacity _ 86'-104' 23% 16% 71'-86' 84% 65% 41'-71' 80% 65% 11'-41' 73% 55% 0'-11, 49% 61% Bracing, Splice and Anchor Bolts: Connection bolts were evaluated under the proposed loading. All bolts were found to be adequately sized to support the proposed loads. Base Foundation: Evaluation of the existing base foundations could not be performed, as information on their design or construction was not available to APT. Factored base reactions imposed with the proposed equipment were calculated as follows: Compression: 136.7 kips Uplift: 123.8 kips Shear: 61.0 kips Overturning Moment: 2926 ft-kips CONCLUSIONS AND RECOMMENDATIONS: Our structural analysis indicates the 104-foot self-supporting tower located at 49 Ocean Street in Barnstable, Massachusetts meets the requirements of the Massachusetts State Building Code and TIA- 222 with the equipment proposed by AT&T Mobility. Evaluation of the existing base foundations could not be performed, as information on their design or construction was not available to APT. Since the tower has significant available capacity the foundations are likely to be adequate. LIMITATIONS: This report is based on the following: - 1. Tower is properly installed and maintained. ' 2. All members are in an non-deteriorated condition. 3. All required members are in place. 4. All bolts are in place and are properly tightened. 5. Tower is in plumb condition All-Points Technology Corporation P.O. Box 504 3 Saddlebrook Drive Conway, NH 03818 Killingworth, CT 06419 (603)496-5853 (860)663-1697 a ' SAI Communications Inc. April i 104'Self-Supporting Tower,Barnstable,MA Page 4 AT&T Site#MA1145;Hyannis APT Project WA193890 Condition assessment of the tower confirmed the tower was in sound condition to the extent observed. Detailed inspection of each and every member and connection was not accomplished nor is it practical. All-Points Technology Corp.,P.C. (APT)is not responsible for any modifications completed prior to or hereafter which APT is not or was not directly involved.Modifications include but are not limited to: 1. Replacing or strengthening bracing and/or leg members. 2. Adding or relocating stabilizers. 3. Installing antennas and/or antenna mounts. 4. Extending tower. APT hereby states that this document represents the entire report and that it assumes no liability for any factual changes that may occur after the date of this report. All representations,recommendations, and conclusions are based upon the information contained and set forth herein. If you are aware of any information which is contrary to that which is contained herein, or you are aware of any defects arising from the original design,material, fabrication and erection deficiencies,you should disregard this report and immediately contact APT. APT disclaims all liability for any representation, recommendation, or conclusion not expressly stated herein. Ail-Points Technology Corporation P.O. Box 504 3 Saddlebrook Drive Conway, NM 03818 Killingworth, CT 06419 (603)496-5853 (860) 663-1697 f TKE Town of Barnstable Growth Management Department Hyannis Main Street Waterfront Historic District Commission www.town.barnstable,ma.us/h yannismainstreet r Decision -Certificate of Appropriateness AT&T Mobility—Antenna Installation on Existing Tower The Hyannis Main Street Waterfront Historic District Commission,pursuant to the Code of the Town of Barnstable Chapter 112,Historic Properties,Article III,Hyannis Main Street Waterfront Historic District, hereby approves a Certificate of Appropriateness for the following property: Property Address: 49 Ocean Street,Hyannis Assessor's Map/Parcel: 326 025 At the January 16, 2013 hearing, after consideration of the testimony given and materials submitted by the applicant and members of the public, the.Commission found the proposal to install two panel antennas, four remote radio heads and two surge arrestors within the 80 foot lease area and one panel antenna, two remote radio heads,and one surge arrestor within the 66 lease area on an existing telecommunications tower will not detract from the historic character of the Hyannis Main Street Waterfront Historic District. The Commission considered the materials, construction, and location and found the proposed installation to be appropriate for the protection and preservation,of the district. Based on these findings, the Commission voted to grant the certificate of appropriateness subject to the following conditions: . 1. The antenna installation is approved as presented in the application filed by AT&T Mobility#/o Gerry Squires) dated December 26,2012. t . 2. Permits from the Building Division are required prior to commencing work. Present and voting in the affirmative to grant the certificate of appropriateness were: David Colombo,Joe Cotellessa,William Cronin,Meaghann Kenney,Brenda Mazzeo Opposed:None Absent: George Jessop,Marina Atsalis,Paul Arnold C�- 1 . ' u David Colombo,Vice Chair Date Hyannis Main Street Waterfront Historic District Commission cc: Rick Penn,Puritan Cape Cod,Applicant Tom Perry,Building Commissioner File I,Linda Hutchenrider,Clerk-of the Town of L arnstabI6,Barnstable County,Massachusetts,hereby certify that twenty(20)days have elapsed since the HyAriis Maifl'Street Waterfront Historic District Commission filed this decision and that no appeal of the decision Us.been filed in th`ezofficc,of the Town Clerk. Signed and sealed thist l: OW Vaa��< $7- nd x the pains and penalties of perjury. Li d_a`Hutchenrider,Town Clerk .r. " dWnT .. - r �...._. .:... ..� : :^w-L � t.' `^ i��,$"� rvw.y�x'•Z'' '"ai' 7 4f,>"r'u�"z_�L_ ,,'i+ 1 _ .� ��-':��5�, r- ?"r. +_a'-. v``f�M[ al�;�'.��. x.' 1feq• �.... i'�.r-nx"'3�^-_.rra, - - �M- J ?• ��a. _ .'"'� e x', - 4 .u�,a m .rRNft .: - 4r + +rY +r �., N`C ... . �-„?`5 `{'- v.+ .riw+ir. F Yw++�•-w+ a - - nz'.A•t iL 5 _ �_� 4� +y'9. - ;..a� .3 `-w3Y++«w,,.`i-...•`�4:b "'Y. 'w`�.a.rac 1��.:,_...o. yyvr;.'S` T'w_ ,�a�f '?� �:c... '.�.s� ry T _ - .: ..:.-.• - iW " ri-..::r'6�-*.' 'tea w'�-" :,s..S '«-.r Re- .Tye -. -•�C,. _^P�l 1J n �-x 10 " - 'r-- . �.- _-�.�..c, s. ..-_w...... v --r -- - 'a ptn. �' r w'�+`- wi-.�1FEn M ro-• - - - _ Lf - ..ram,• r �'- '�^-, `". ��r�. - F: e, - s' TOWN OF HYANNIS CONSTRUCTION CONTROL AFFIDAVIT PROJECT LOCATION: 49 Ocean Street Hyannis-, MA 02601- TENANT NAME: AT&T Mobility(Site number: 1145) NATURE OF PROJECT: Installation of an equipment rack within an existing equipment shelter and 3 panel antennas to an existing wireless facility. ARCHITECT AND/OR ENG.: Chappell Engineering Associates LLC ADDRESS: 201 Boston Post.Road West, Suite 101, Marlborough, MA 01752 TELEPHONE: 508 -481-7400 In accordance with Section 107.0 of 780 CMR 8th Edition,.the Massachusetts State Building ; Code, I Clement Salek Massachusetts Registered Architect/Engineer# 47382 hereby certify that I have,prepared,or directly supervised the preparation of all design plans, - computations and specifications concerning: ENTIRE PROJECT X 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 and ordinances for the proposed use - and occupancy. I further certify that I (or a duly qualified representative) 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 for the building permit and shall be responsible for the following as specified in Section 107.6.2: 1. Review of shop drawings, samples and other submittals of the contractor,as required by . the construction contract documents as submitted for building permit approval for conformance to the design concept and this code. 2. Review and approval of the quality control procedures for:.all code required controlled materials. 3. Special architectural or engineering professional inspection critical construction' components requiring controlled materials for construction specified in the accepted engineering practice standard list in Ch. 17 of the Massachusetts State Building Code. PURSUANT TO SECTION 107.6.2.3`and/or lb7:6.2.4, I SHALL PERIODICALLY SUBMIT ' PROGRESS REPORTS, TOGETHER WITH PERTINENT COMMENTS, TO THE'TOWN OF HYANNIS BUILDING INSPECTOR.; UPON.COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE 1 { PROJECT FOR OCCUPANCY. > . Subscribed and sworn to me this: 1•day of Giok�t'FZ 2012. XAAAA ZN OF } CLEMENT J. SALEK , CIVIL44 'No.47382 0-12-/z �- AL SIGNA RE AND.SEAL, DATE .: _ ARY JaMEs M.FlrzGEwLD r Notary Public s r Commonwealth of Massachumb r My commission EOM February 7,2014 OCT-24-2013 10:08 FROM:FAMILY PRACTICE OF C 6174722598 t TO:15087906230 P.2/2 TOWN OF BARPNO ARE 2013 OCT 24 AM H: 40 DIVISIO r LETTER OF AUTIJORizATION Town of Barnstable 200 Main Street Hyannis, MA 02601 RE; AT&T Wireless Communications Facility, Barnstable, MA(MAJ145) To Whom It May Concem: I,Anton J. Miller-President of SITE ACQUISTIONS, INC. d/b/a SAI Communications("SAI") hereby grant the authority to the following employees: Keith Barnard and/or Shawn Hancock on the behalf of SAI to apply for and obtain all necessary federal, state, local and/or other applicable jurisdiction(s)approval(s)and/or permit(s) that may be required for the construction,operation,modification and maintenance of telecommunication facilities within the New England region. I hereby certify that Keith Barnard and Shawn Hancock are employees of Site Acquisitions, Inc. Site Acquisitions, Inc. Anton J.Miller-President Date: October 23, 2013 27 Northwestern Drive,Salem,NH 03079 [603)421-0470 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map &0 Parcel 257 Application # Do o5wp 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 � I Village A Q.n n 15 Owner'At6 .o•(\ -O&A42 EY-\Qla,a,d Addressg00 WibeC5 Nw�j uie5hoIcc Telephone( p1 '6-D '& 7 YU Permit Request aAX� Ut Q 2)�A(S+� r14 Q Xl (�Y���S w ► `n�W O G1n ��. � U f�1 n \O Cad I a Square feet: 1 st floor: existing ro osed 2nd floor: existing ro osed Total new q g-proposed g-proposed Zoning District Flood Plain Groundwater Overlay Project Valuation \O,0 00 Construction Type n c�_ Spa p r Lot Size Grandfathered: ❑Yes ❑ 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 stovg.: ❑ s ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:Da existing `-O newer 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 1'� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name, m� ��i[`l3UGU Telephone Number Address 9 License # ftbq�Kn 1394-71 Home Improvement Contractor# Worker's Compensation #1 a 1 osss\ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 0 �I o�' s ` FOR OFFICIAL USE ONLY r APPLICATION# DATE ISSUED 'r MAP/PARCEL NO. s ADDRESS VILLAGE OWNER i DATE OF INSPECTION: ~ i S� FOUNDATION r FRAME INSULATION I' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r. FINAL BUILDING } DATE CLOSED OUT t ASSOCIATION PLAN NO. y i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lezibly Name (Business/Organizatiorvindividual): (uczf 2V'e, oon�,U, t 1Q G CO U Address: City/State/Zip: ,n Oa `l Phone 4: W - 7 91 ' a Are ou an employer? Check the appropriate box: Type of project(required): ]. I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet j 7: ❑ Remodeling ship and have no employees These sub-contractors have 8. [) Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 1 1.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4),and we have no ]2. Roof repairs insurance required.] t employees. [No workers' 13VOther-Te e—co Y-\n - 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Q ( of u (15 f Q n(' n up Policy#or Self-ins. Lic. #:� 010 SJ 5 S Expiration Date: 1 Job Site Address: 1 �CEQ q . City/State/Zip: © O I Attach a copy of the workers' compensation policy declaration page (showing the policy num er 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. 1 do hereby certify and the pain d p na s of perjury that the information provided above is true and correcL Si ature: `/V Date: Phone#: Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1, Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other f i �AC�ORDM CERTIFICATE OF LIABILITY INSURANCE ioiiiz ') THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER UUNIAtal NAME: VP, CIC,LIA, Michael Tarpey Tarpey Insurance Group Inc A/CC,NEXt:ONE 617.527.6070 IV'C,No):617.S27.1980 343 Washington St. ADDRESS: Newton, MA 02458 INSURER(S)AFFORDING COVERAGE NAIC# VP, CIC,LIA, Michael Tarpey INSURERA: Norfolk & Dedham 2396S INSURED Structure Consulting Group, Inc. INSURERS: Twin City Fire Insurance Co 294S9 49 Brattle Street INSURERC: Axis Surplus Insurance Company Arlington, MA 02474 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 2011-2012 Term 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. LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DDIYYYY) LIMITS GENERAL LIABILITY R010 S S 5 S 10/05/2011 10/05/2012 EACH OCCURRENCE $ 1,000,000 ., X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence $ 50,OD CLAIMS-MADE FKI OCCUR MED EXP(Any one person) $ S,00 A PERSONAL&ADV INJURY $ 1,000,00( GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00( X I POLICY PRO JECT 7 LOC $ AUTOMOBILE LIABILITY 91022321 01/06/2011 01/06/2012 Ea accident $ 1,000,00 ANY AUTO BODILY INJURY(Per person) $ A ALL OWNED X AUTOS SCHEDULED AUTOS BODILY INJURY(Per accident) $ X HIRED AUTOS X NON-OWNED $ AUTOS (Per accident X UMBRELLA LIAB X OCCUR U0908417 10/05/2011 10/05/2012 EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ S,000,00 DED I X I RETENTION$ 10 r 00 $ WORKERS COMPENSATION 08WECNN659 01/03/2011 01/03/2012 X TORY LIMITS ER AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTI E.L.EACH ACCIDENT $ 1,000,000 B 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 Professional Liability EGN757898/01201 02/14/2011 02/14/2012 $1,000,000 limit C DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) ( CERTIFICATE HOLDER CANCELLATION, SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE For Illustrative Purposes Michael Tarpey, VP, CIC,LIA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD G R 0 U P I May 20, 2011 Barnstable, MA Town Hall 367 Main St. Hyannis, MA 02601 To Whom It May Concern: Structure Consulting Group employs John McGillicuddy and Eric Wainwright. All employees, including John and Eric, are covered by the Structure Consulting Group Insurance. Please see.. copy of Insurance attached. Please contact me with any questions. Steven Bozkurtian Steven A. Bozkurtian President Structure Consulting Group, Inc; 49 Brattle Street Arlington, MA 02474. 0:781-791-7724 Ext. 11 M:.617-448-2470 . F 781-791-7704 "THEr, Town of Barnstable Regulatory Services RAMMUB[ ,P �rtas g Thomas F.Geiler,)Director Building Avision Tom perry,Building Commissioner 200 Main Street,Hyannis,MA 02601•. . 'www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must. �.. Complete and Sign This Section': If Using A Builder M _ . R I, C' �Zo CC 2t � Q d , as Owner,of thersubject:property hereby authorize r 1Y� m �� i ICU to act on=7 behalf; in all matters relative to work authorized b 'y this budding permit application for. a, (Address of Job)' l _a- 10, , Signature of Owner Date Print Name If Pro e ty Owner is applying for pe -'tplease-complete the Hofneowners License Exemption Form on the reverse side Q:F0 WS:O WNERPERMISSION 1)(Itart►►u'►►t �►f I'Ul)lic Safcl I Hn:►rcl of l3uiidin'� flc2ula►inn. an(1 St:ut(lar(1. Construction Supervisor License License: CS .78888 JOHN G MCGILICUDDY 14 BENNINGTON STREET QUINCY, MA 02169 Expiration: 7/11/2012 ( uumi��inp•r Trt:R 207 Town of Barnstable } » 200 Main Street,Hyannis,Massachusetts 02601 . snuasrwai E MAW 1639. '�Fo�,,a+► Regulatory Services Thomas F. Geiler, Director. Building Division Tom Perry;'Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us November 29, 2012 AT&T.Mobility c/o Mr. Gerry Squires Site Acquisition Consultant 101 Palisades Circle Stoughton, MA 02072 , RE: Site Plan Review#031-12 - AT&'T'Mobility (T49 Ocean Street, Hyannis Map 326,Parr-cel-025�, Proposal: AT & T proposes to add 3 antennas and 6 rem'ote�radio heads and one surge arrestor to an. existing wireless communications facility. Dear Mr. Squires: Please be advised that the above-referenced proposal has been found to be administratively approvable , subject to the following: • Approval is based upon and must be substantially constructed in accordance with plans entitled "AT&T Site Number: MA 1145; Site Name: Ocean Street-Hyannis", 6 Sheets, dated September 14, 2012, prepared for AT&T, by Chappell Engineering Associates;Marlborough, MA. - • The granting of a modification of Special Permit 199843 by the Zoning Board of Appeals is required to allow for an increase in the number of antennas installed on this existing wireless communications tower. • Approval from the Hyannis Main Street Waterfront Historic District Commission will need to be obtained. 0 Structural analysis confirming tower capacity for the proposed additional equipment. • Applicant must obtain,all other'applicable permits, licenses and approvals required. A copy of the approved site"plans.Will be retained on file. Sincerely, Ala' G;G ,� CCC Ellen M. Swiniarski Site Plan/Regulatory` Review Coordinator CC: Tom_Perry, Building �om�m��ssioner— ileoF TO INI FBARf--1 T p ._C PP, ?ha',t'&t AT&T Mobility, LLC. 550 Coch'iP �a�te Road , i Sutsp+ 4 Framingha A 01701 y ENGINEE,RING FL`NAL AFFIDAVIT N. ri11 1 fit. � ` OCEAN S1�REEPT - HYANNIS. ` S3�E" 1145 � , IRV hFA dress• , l; j1 ; +�= r A pea n treet Rua nisi, A 02601` a y , , �t Date�'l DECEMBER 2013a :, CHAPPELL r I yx �LZ ENGINEERING ASSOCIATES=LLC, • r Civil.Structural-Land Survevina R.K:Executive Centre o 201 Boston Post'Road West o Suite 101•o Marlborough,MA 01752 t.508.481.7400 o www.chappellengineering.com 13 f.508.481.7406 CHAPPELL °q r i ENGINEERING , ASSOCIATES,LLCi Civil-.,S tiuctural+Land Surveying December 20, 2013 AT&T Mobility, LLC. ' 550 Cochituate Road ' a Suites 13+ 14 y Framingham, MA 01701 a . Reference: Engineering Field Visit and Completion Affidavit Ocean Street-Hyannis, AT&T Site#1145 _ 49 Ocean Street Hyannis,MA 02601 CEA Job Number 1221.007 k „ Site Description: This is for an upgrade to an existing wireless communications facility in Hyannis, MA. Three(3)additional , panel antennas were mounted'on the existing antenna mounting frames of the existing lattice tower. One (1)of the antennas is mounted at 68'-0"AGL. . Two (2)of the antennas is mounted at 78'-0"AGL. The y proposed equipment rack and power plant cabinet was installed within the existing equipment shelter: The existing AT&T utilities on site were utilized to connect.the proposed equipment.The grounding-is tied to the existing grounding system for the site. Engineering Field Visit • T On December 19, 2013 Chappell Engineering Associates performed a field inspection of the previously installed AT&T equipment in order to verify general 6onformance to our Engineering Construction '. Documents dated 12/3/12. The following site photos and field visit form document our field visit, and the enclosed Final Report of Special inspections is attached as requested. .. Very truly yours, i S Chappell Engineering Assoc ZH OF 5 K Flo:47382 Clement Salek, P.E �ONAL�' R.K.Executive Centre 0'201 Boston Post`Rodd West o Suite 101.0 Marlborough:MA 0.1752 t.508.481:7400 o www.Chappellengineering.com.o f.508.481.7406 r _ Engineering Field Visit Antennas, mounts, and coax s • One(1) proposed panel antenna was installed on the existing'antenna mounting frame at 68'-0"AGL • Two(2) proposed panel antennas were installed on the existing antenna mounting frames at 78'-0"AGL. • Three(3) proposed radio heads and four(4)surge arrestor boxes were mounted to the existing antenna mounting frames. • The proposed'cables were routed adjacent to the existing coax up to the radio heads on the tower,' f The GPS antenna was installed on the existing equipment shelter: :x r • Site work • The proposed radio equipment rack was installed within the existing equipment shelter. • The proposed power plant cabinet was installed within the existing equipment shelter. • A new 2-port coax entry port was installed to route the proposed cables out of the equipment shelter: `- Utilities ,. - •. • The proposed equipment was connected to the existing AT&T electric service. • The proposed equipment was connected to the existing AT&T grounding system. , 44, • �• �. _ � a 1. • , j Final Construction Control Document H To be submitted at completion of construction by a d Registered Design yrofessional. for work per the 8t"edition of the - Massachusetts State Building Code, 780 CMR, Section 107 _ Project Title: Ocean Street- Hyannis Date: 12/20/13 Permit No. Property Address: 49 Ocean Street Hyannis,MA 02601 Project: Check(x)one or both as applicable: New construction -X Existing Construction Project description: Installation of(3)proposed antennas on an existing tower and equipment within'the existing equipment shelter. y I 'Clement Salek MA Registration Number: 47382 Expiration-date: 6/30/2014 am a registered design professional, and I have prepared,or directly supervised the preparation of all design plans, computations and , specifications concerning: y Architectural Structural Mechanical Fire Protection Electrical X Other: Describe Entire Project ' for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved.as- part of the building permit and that I or my designee: " 1. Have reviewed,for conformance to this code and the design concept, shop drawings, samples and other submittals-. by the contractor in accordance with the,requirements of the construction documents. 2. Have performed the duties for registered_design professionals in 780 CMR Chapter 17,as applicable. . k 3. Have been present at intervals appropriate.,to the stage of construction to become generally familianwith'the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code: Nothing in this document relieves the contractor of its reso' , arding the provisions-of 780 CMR',107. �H OF CLEMENT I Enter in the space to the right a"wet"or L , "electronic signature and seal: - - L Phone number: (508)481-7400 y 1 . csa ellengineering.com + Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 t y r 7 �. g '• ''� �� � 01 saae OB MIC��; ZOOM 'tea �►�R�a .1���- .. LTE equipment rack installed within equipment shelter i a i r pasp• .'r'„� `,ar' - - r Surge arrestor within equipment rack ' '° 4Z 4 r- �� ` Radio equipment within rack �`yqf�• ^L•i �y Tyr�YyGq•���7ti�"�`>+#.. �`'t•.�"8�r,=�ld�$�ci,1,��c, w r,_ F� n,� F ..��, M_ • t • p t Ground bar on equipment rack j 9 n t; J e ••111•I•j1(�ij g i 11'bI11/lie• (; � .. '. - ilefi:$i600i/4•i Q I of • • • a of to too$•• ••••0,000000 lot 0 lll�ii•Iiii Ii�i ' 11111�IIIf1�IIh '' /IIII11111j1%j�•• �IIII/I:���Ibi.�. �4. •. Powerr plant cabinet installed within equipment shelter r 'r -4l_ A IweW.rlrwnY. 4W�. - p N N�M'M W iM WNi tswgq. (ASK n �; • ��ZSJrh�ISIf51 a ISotOn1c5tl.i 41 i r`� .� '7 `sI='t •j rID4 S � fie" � f e �V }. s#. •. (4) powerplant`breakers within existing electric panel `. • I . - tie➢ �� �... . 'r .. ' All IN t ' t.4}IiB �Q e Y �}..♦`�i-��,� t. 'M _i� ik ��h�r� • �;.. ��wi , ,,t • ! LTE equipment grounds to MGB r s r - • ` - }. �.,.��. .,-.�.,���� r J'~" ` _ ruin I� - n + II F x - I , M e � • - / i, � •'��°}�V" "� ��"' ��CS-�fie ^",v - .; _ •! � der.�_r i s.r.�y --+sue"'•• .,•,,,,� ' _ tt �"�?'�` _ r Cables routed along existing cable ladder and out through the new coax entry port,' F I `pv;dsj,dd& r c.,AA t t�x `ti' 'tit .`�j ,, •' ,. �. `l'°��. � A C. ;;`` uT�, s u""{ t•�t ,, ..� � .av'S JMi t x 'Y r4�,1 �+ w -�'� t�s- >-y ✓ Y3 t 'ie�h �y 16 l+,r 'fc� Yt; `ti*. �(�`� r ;�}g9E'Y `w'\, rJCI ���ti + � � �1�'+�e�.0 4I�'1i � �T`t � � J tt.•'p��� "'1 ��f t���i��ts.t 0'Y!. ��rti$��+5- + ��ti'''k���t`G��f };f�F• ,##t��e����Iwg� ��. i o t v r• I � t , 40 z ��Li Al e �� !ter �~�'� d ° ' ''\ {*i. = as 5.- �'s''.•" :(�,f1 t e k �1 �V " �hf-..• � �_'Alt„' yr. ,cf.� n '.-°^ ..�("1'��� 3��a� ��. ����;:. ;�,� ,�, �►�is ,,". ,�„ cq p re r �I <_,ei �' � , �t ��)j����,� :e►�a• .;1� ' ���,!"ir��t.t� �r,�i�� v , ., rY 7V- • 4""� M 11t1 , r p ��► . ®7 VIP ,� �✓ y' - ~\f a~ I('.� �I/� tit ,. �_� rn P i K � 1 '0 Ali if I h ' Q, KX i /} ifA :Ikl� E . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel C/ f Application #0613 6 3 S /(-,f q Health Division Date Issued tale Conservation Division 6 Application Fee Planning Dept. Permit Fee 611 . 06 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis 3 Project Street Address Lf 9 0 C n ( rou rP c 4 Villagenz y Q.Y� l OwnerUe,, , n-n PA u lJ�land Address 90 ( (Oy, )sC9 a0(0 Telephone �v0 - �t y�n q ��C 7� 1ST Permit Request CU)w ) ( o-n ki cb n_Q p_4l i1m f,\az Ld_)j fA-N a'L(.,c> 4 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type RAeCOYY. 'Lot Size Grandfathered: ❑Yes ❑ 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 Co Basement Finished Area (sq.ft.) Basement Unfinished Are ^ct Number of Baths: Full: existing new Half: existing 1 '1�,6ew aa Number of.Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor R om 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 TOC.tc Proposed Use ti0 rV)Ct,1nQe. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name�1 Yn mC� 1"I c,-u &Aq Telephone Number6 �(9'7 Address `Z-2 02ft:(+A-VE License a'L 7 L/ Home Improvement Contractor# Worker's Compensation #13 10 Ssss ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO�IP.f'i z.P►y� SIGNATURE / DATE �� FOR OFFICIAL USE ONLY I'S' a .APPLICATION# DATE ISSUED MAP/PARCEL NO. If ADDRESS VILLAGE OWNER DATE OF INSPECTION: -i,. FOUNDATION,...r,- FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ,ky PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r; FINAL BUILDING ,P DATE CLOSED OUT i{ ASSOCIATION PLAN NO.. S > F - 11 wireless February 17,2011 RE Verizon Wireless authorization . Structure Consulting Group is a contractor for.Verizon Wireless and, therefore, an authorized Agent. Please allow:Structure Consulting Group to sign on behalf of Verizon Wireless for all permitting and zoning,documents.This pertains to all cellular sites where Verizon is changing. equipment:or performing a new installation Please do not hesitate to contact me if you have any.questions Thank you for your continued assistance. Sincerely, Daniel Fitzpatrick Verizon Wireless Real Estate Manager NNE 400 Friberg Parkway Westborough,MA 01581 Desk: (508)330-3343 Mobile: (617.) 645-5633 02/17J2011 10;24AM (GMT-=05: 00). 0 G R 0 U P ' May 20, 2011 Barnstable, MA Town Hall 367 Main St. Hyannis, MA 02601 To Whom It May Concern- Structure Consulting Group employs John McGillicuddy and Eric Wainwright. All.employees,. including John and Eric, are covered by the Structure Consulting Group Insurance. Please see copy of Insurance attached.. Please contact me with any questions. Q Steven Bozkurtian Steven A. Bozkurtiun President Structure Consulting Group;Inc: 49 Brattle Street Arlington, MA 02474 O: 781-791-7724 Ext..11 M: 617-448-2470 F' 781-791-7704 e •_ flgassachussetts -Departmen4 of Public Safety Board of Building Regulations and Standards, Ciin truction.Supcni�ur 88 P . License: CS-07 88 JOHN G MCGILI [JD . • . . is - BENNiINGT01'd QUIN&-MA .01W. d 4. 'J�r `- ) ,��� Expiration J ..... 07/11/20.14. on .. Corremissi er The.Commonwealth of Massachusetts . Department of Industrial Accidents Office of Investigations 600 Washington Street - Boston,MA 02111 www-mass zov/dia . Workers' Compensation Insurance Affidavit: Buff Apipffcant Information derstContractors/Electriclans/Plumbers Please Print L blv Name(Business organizatiodlndividual): Address: q g Ci sttl i ����. . Phone#: �S --j �. Are you an employer?ch the appropriate box: 1. I am a employer with 30 4•. 0 I am a.general contractor and I Type°f project(required): employees(full and/or part-time):• bave.hired the sub-conttactgts 6; New construction 2.[] I am a sole netor or partner- listed on the • pr'0P • . . P.. attached sheet: 7. 0 . ship and have no em T ees These Remodeling sub-contractors have 8: Q Demolition workingfor in any capacity. employees and have workers.' [No workers'comp. insurance comp. insurance.t 9• Building addition required:] 5. 0.We are a co. rporation and its. i 0.0 Electrical repairs or.addi ons 3 myself omeowner doin all work officers have exercised their g 11.0 Plumbing repairs[No workers comp, right of exemption,per MGL g or additions insurance required.)t c. M- §1(4),'and we have no 12.0 Roof repairs 38.(] I airs h homeowner actin as a P Y. [No workers 13,( Otb B. em to ees: general contractor(refer.to#4): . mp..insivance rapdr+ed erg '�Y applicant that checks box#1 must aLso fill out the section below ahowin l g their workers'com=++pod Jwlicy iaftxtadtion. 1 Homoowoers who submit this atTidavit indicating thry are loin all wort and then hire outside contractor must submit'a new atlidavit indicating such: tConaaclors that chock this boa must attached an additional shoot showing the name of the loyem if the sub-contractors have l and state whether or not those antitib have emp oyoes,they must provide their wonYera'c Jam an employer that u provi4M omp'policy ttUmber li g workers'compensation insurance or injornwtion j 'employees. Below is the policy and fob site Insurance Company Name: (� policy or Self-'ins. Lic.#:_ 01 Expiration iration Date. 1 — 11 � 3 ( y' Job Site Address: —1 �` �C-p �} City/State/Zip: Attstc6 a copy of the workers'compensation policy declaration page(showin the 11 number and ezpiration date). Failure to secure coverage as required under Section 15A of MGL c. 152.can lead to the imposition of criminal penalties of a fine up to a1,500.00 and/or one imprisonment,as well as civil penalties in the form of.a STOP WORK ORDER and a fine Investi dons of the DIA for insurance cove* advised.thata co of this oru to S250.00 a day against the violator. .. ga PY statement maybe forwarded to the Office of erage enflcation. 1 do hereby eerdA under the pave and oe erf twy that l/re in1ornratlon provided above is dtire and correct: 7 l 4 e?al use only. Do not write_in this area, to be completed by city or,town official City or Town: Permit/Llcense# lot Issuing Authority(circle one is Board of Health 2. Building Department I.Cityrr0wd Clerk 4.Electrical Inspector S. Plumtiin I 6.Other g n�pector Contact Person: Phone#i II At;ORQ CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD"'~") F01/02/2013 =REPRESENTATIVE CATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES S CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER GONTACT_ NAME: VP, CIC,LIA, Michael Tarpey Tarpey Insurance Group Inc PHONE F(An.o E., 617.S27.6070 (I�)� NdI.617.S27.1980 343 Washington St. ADDRESS:Newton, MA 02458 INSURER(3)AFFORDING COVERAGE - FWC 8 VP, CIC,LIA, Michael Tarpey INSURER A: Norfolk & Dedham 2396S INSURED Structure Consulting Group, Inc. INSURER6: Twin City Fire Insurance Co 294S9 49 Brattle Street INSURERC: Axis Surplus Insurance Co Arlington, MA 02474 INSURER0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 2013-2014 Term/w E& 0/HL 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 REOUIREMENT,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. LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMVODIYYYY .MTM LIMITS GENEML UABItm ROIO S S S 10/05/2012 10/05/2013 EACH OCCURRENCE 3 1,000.0001 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea ol:wrence 3 5O,00 CIAIMSJdADE a OCCUR MED EXP(Any one person) 3 - S.060 A PERSONAL 8 ADV INJURY i I,OOO,OO GENERAL AGGREGATE 3 2,000,00( GENL AGGREGATE LIMIT APPLIES PER PRODUCTS•COMVIOP.AGG 3 2.OOO,OO X- POLICY JEC7 LOC 3 kAEXCESS LIABLL/T' - - 91022321 01/06/2012 01/06/2013 Ea aer dent 3 — 1;000,o6 O BODILY INJURY(Per Person) 3 ED AUTOSSCHEDULED - BODILY INJURY(Pec accident) 3 X AUTOS UTOS X NON-O ED 3 AUTOS (Peracedenl S A UAB X OCCUR U0908417 10/01/2012 10/05/2013 JAB EACH OCCURRENCE S $,QQQ,QQCLAIMSS.ADE AGGREGATE 3 $,QQQ,QQ RETENTION 3 10,00 S WORKERS COMPENSATION 08WECNN6 S9 01/03/2013 01/03/2014 X AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANYPROPRIETOR/PARTNEWEXECUTI ;� E.L.EACH ACCIDENT 3 B OFFTCER/MEMBER EXCLUDED? I N I IAJA 1,000,00 IMenWe sc In NH) �1 E.L.DISEASE•EA EMPLOYE 3 1'000'QQ n Jes.desulee,n0er DESCRIPTION OF OPERATIONS Dhow E.L.DISEASE-POLICY LIMIT S 1,Q00,OQ �rrors and Omissions MG-83478905/07/2012 05/07/2013 Each Claim- $1000000 C Aggregate- $1000000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Much ACORD 101.Addhional.Remarks Schedule,N more-parr is required) ,CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE _ THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN i ACCORDANCE WITH THE POLICY PROVISIONS. - - AUTHORIZED REPRESENTATIVE For Illustrative purposes only Michael Tarpey, VP, CIC,LIA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD Towu-'-bf Barnstable. = Regulato Seirvrces MASS . $ Thomas F..Geiler,Director Building:DiviAon = Tom Perry,Building Commissioner . 200 Maio Street,Hyannis,MA 02601 wwwtown.barnstable.ma.us Office.. 508-862-4038 Fax: 508-.790-6230 Property Oovner'Must Complete and.Sign This Section If Using A Builder` 01 , I, z ` C� , as Owner of the subject property hereby authorize�_&n MCGIVI C" (�c�v 4•-to act on my:behalf a, in all matters relative to work authorized by this building permit :(Address of Job). Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed-and all final - inspections are performed and `accepted.:... Signature of Ownel Signature of Applicant veciion wre.l•esS-(la Print Name Print Name QFoxMs:owiTERPERNOsrorlPoors.6r2012 D► vp-e-- C f (REV,ISED WITH MODIFICATIONS) STRUCTURAL:ANALYSIS REPORT F.or HYANNIS MA 49 Ocean Street H.Yghnm,MA Antennas Moun ted on the Tower. 3 � . CD i� Precared for: NO .. .. .. .. verion 400 Friberg Pcrkwdy . Westborough:MA 0158.1 Dated October 2.2013 . �N OF WI • Dated: November 9,2013 (Rev]) per'' GI,KAI Prebarod by: wpm 't3TFIV�UFWL; No 9 . Hudson o Design Group uc - ofibo 15, 1600 os000d Street Bldg,20N Suffe 3090 North Andover,MA 01845 (P)978.SS7:S553 (F)978.336.S586 www:hudsondeManarouallc.com . Hu dson [� Design GtOUpuc V SCOPE OF WORK: Hudson Design Group ILLC (HDG) has been:authorized by Verizon:to conduct a'structural. evaluation of the 105' self-supporting tower supporting the proposed Verizon antennas located at elevation 102' above the ground level: This report represents.this office's findings,.conclusions and recommendations'pertaining to the support of Verizon's proposed antennas listed below: No record drawings .were .available and could not be .obtained for our use.' This office conducted an on-site visual survey and tower mapping on September 30, 2013 to record dimensional.properties of the-existing tower and its.appurtenances. Attendees included Nick Bestor (HDG -Tower Climber), Cameron Scheodt.(HDG Tower Climber) and Mark Gormley (HDG-Tower Climber). CONCLUSION SUMMARY: HDG performed structural 'analysis.of the existing tower with :the following proposed modifications: 1. Add L2x2x1/4" Steel:(A36) Horizontals from.EI.69.3'to El.85.3` Based on our evaluation, we. have determined that the existing tower with the proposed modifications, IS IN.CONFORMANCE with the ANSI/TIA-222-G Standard for the loading considered under the criteria fisted:in this report. The:tower.structure is rated at 100.4%' (Legs at Tower Section T5 from EL.38:08'.to E1.45.89' Controllinal. Hudson p Design Groupuc APPURTENANCES CONFIGURATION: Tenant Appurtenances Elev. Mount VERIZON (2) BXA-7008076CF-EDIN iff 15'T-Frame VERIZON (4) BXA-70063-6CF-EDIN 102' 15'T-Frame VERIZON (1) CSS AXP 16-80 102'. 15'T-Frame . VERIZON (2) CSS AXP.18-60 102' 15.'T-Frame ; VERIZON (3) Rymsa MGD3-800 102. I5 T-Frame ' VERIZON (3) RFS ATMAWSD-1A20. 102'. ,. .15'T-Frame VERIZON p(6) CSS DBC-7CAP Di lexer 102'. : 15'T-Frame Ring Mount .. 99;3' USR10P-59 95.5' : 2.5'. Side Mount Standoff Ring Mount 95.3' Ring Mount. PL4-107 87' 1' Side Mount'Standoff, (4) Kathrein 800 10121 79'. . 15' T-Frame (4)TMA 78.5'. 1' Standoff (4) 782-10250 78' V Standoff USR6P759. . 78'. 1 :Standoff (2) Powerwave TMA LGP21401• 66.5' 15' T-Frame (2) Kathrein 782 10250 66' 15' T-Frame . (2) Kathrein 800 101.2.1 .. 66'. 15' T-Frame 'Proposed Verizon Appurtenances shown in Bold.. • ANALYSIS RESULTS SUMMARY: Component Max..Stress Elev.of Component Pass/Fail Comments Ratio tt Diagonal 100.1.%g 6.9.33-85.33 PASS; Leg. 100:4.% 38.08-45.89 PASS Controlling. Top Girt 28.5% 0- 10.58. PASS. . . Secondary 0- 10.58 PASS Horizontal . . 81.2 Bottom Girt 19.2% 0= 10.58 , PASS Mid Girt 0.8. 0: 85.33- 101.33 PASS. . u son D Design Groupue DESIGN CRITERIA: 1. EIA/TIA-222-G Structural Standards for Steel Anfenna Towers and Antenna Supporting Structures County: Barnstable Wind Load: 120 mph (3.second gust) Structural Class: II Exposure Category: B Topographic Category:. 1 Y Ice.Thickness: 0.75 inch; 2. Approximate height above grade to proposed antennas: 102' *Calculations and referenced documents are.attached* ASSUMPTIONS: 1. The tower and foundation are properly constructed and m p p' y aintained 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 at this time. 2. The appurtenances'configuration is as stated in;this report.. ,All antennas, coat cables and waveguide cables are assumed, to be .properly ,installed: and supported as per the manufacturer requirements. 3. The support mounts: and 'platforms are not, analyzed and are considered adequate to support the loading. The analysis is limited to the primary support structure itself. 4. All prior structural modification; if any; are assumed to- be as per the. data. supplied (if available).,and installed,properly. SUPPORT RECOMMENDATIONS: HDG recommends that the proposed antennas, RRHs and junction boxes .be mounted .. on the proposed T-frame supported by the tower. H a { ,ems• �`>'� :t• is � : -tea. . udson Design G�oupuc - CALCULATIONS I 105.5fl Q. rn ¢ a o \ DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE, ELEVATION PiROD 15'T-Frame(VERIZON) 102 Ring Mount(Hyannis MA) '99.3. PiROD-15'T-Frame :•102 2.5'Side Mount Standoff• 95.5' v _ PiROD.15'T-Frame 102 USR10P-59 95.5 z! v x s .a BXA-70080-6CF-EDIN w/rraunl pipe 102 ,Ring Mount(Hyannis MA) 95.3 N BXA-70063-6CF-EDIN w/mount pipe' 102 .Ring Mount(Hyannis MA) 88.2' BXA-70063-6CF-EDIN'w/vaunt pipe 102. 01-4107- 87 BXA-70080£CF-EDIN /mount pipe 102 l'Side Mount Standoff 86 e m BXA-70063ECF-EDIN w/mount pipe 102 - �(2)Kathrein 800 10121 w/mount pipe 79 ' N m 85.3 R /}'�- BXA-70063-6CF-EDIN w/mount pipe 102 (2)Kathrein 800 10121 w/mount pipe _79' w a Rymsa MGD3-800 w/mount pipe 102 - PiROD 15'T-Frame - 78.5 Rymsa MG03-800 w/mount pipe. 102 (2)Powerwave TMA LGP21401 - 78.5 _ Rymsa MGD3-800 w/prounl pipe,, 102 (2)Powerwave'TMA LGP21401 78.5• CSS AXP 16-80 w/mount pipe 102 PiROD.15'T-Frame 78.5 CSS AXP18-60 w/mount pipe" 102 (2)Kathrein 782 16250 78 CSS AXP18-60 w/mount pipe 102 (2)Kathrein 782.10250 78 RFSATMAWSD-1A20 102 USR6P59 78. RFSATMAWSD-1A20 102 1'Side Mount Standoff 76 RFSATMAWSD-1A20 - 102 (2)Powerwave TMALGP21401' •66.5 CSS DBC-7CAP Diplezer 102. PiROD 15'T-Frame 66.5- 69.3 N / \ (2)CSS DBC-7CAP biplexer 102 (2)Kathrein 782.10250 66 -- '\ .(2)CSS DBC-7CAP Diplexer. 1102 (2)Kathrem 80010121 w/mount pipe 166 -\-- r SYMBOL LIST Z / MARK SIZE MARK . . . '' . SIZE •A L6x6x318mod 1(Hyannis MA) B L21/2x21/2x1/4 MATERIAL STRENGTH m - 1 GRADE Fy Fu GRADE Fy. Fu A36' 36 ksi 58 ksi ' Q \ / TOWER DESIGN NOTES a J a / 1. Tower is located in Barnstable County,Massachusetts. 2. Tower designed for Exposure B to the TIA-222-G Standard:: 3. Tower,designed for a 120 mph basic wind in accordance with the TIA-222-G Standard. z 4. Tower is also designed for a 40 mph basic wind with 0.75 in ice.Ice is considered to increase _ 45 s R in thickness with height. °' / '5. Deflections are based upon a 60 mph wind, 6. Tower Structure Class II. - Z � a 7. Topographic Category 1 with Crest Height of 0.00 ft ~ TOWER RATING:100.4% 8. a 9 ALL REACTIONS ARE FACTORED 31.2N - - - N MAX.CORNER REACTIONS AT BASE: - M DOWN: 14087516 SHEAR: 21278;16 a, 24.3N UPLIFT: -132475lb' H z z q SHEAR: 2041976 : _ AXIAL 17.5 N. .. 7721016 SHEAR' MOMENT E 4455Ib 3084161b-ff ' m t0.6R � TORQUE 1883 lb-ft 40 mph WIND-,0.7500 in ICE AXIAL zt a 323351b J @j SHEAR MOMENT / 47686lb 3105004lb-ff 0.0 It TORQUE 15857lb-ff m REACTIONS-120 mph WIND � a \4 N rn 1 O O H m N ¢°. it Hudson Design Group,LLC Job,Hyannis MA Modifications. . 1600 Osgood Street,Building 20 North,Suite 3000,Pmlect:105 h SeffSuppor ing Tower, . North.Andover, MA 01845 Cl1ent Verizort Drawn by: Aped: Phone:(978)557-5553 Ode` TIA-222-G Dale:10/04/13 scale: NTS FAX: 978 226-5586 Path: Dwg No.E-1 Job - Page tnx.Tower Hyannis MA Modifications 1 of 11 Hudson Design Group,LLC Project Date 1600 Osgood street,Building 10 North, 105:ft.Self Supporting Tower� 09:31:02:10/04/13 Suite 3090 North Andover,MA 01845 Client Designed by . Phone:(978)557-5553 �/eIIZOn :'.. kw (978)226-5586 Tower In ut Data The main tower is a 4x free standing tower with an overall height of 105.50_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 5.33 ft at the top and 16.00 ft at the base: This tower is designed using the TIA-222-G standard." The following design criteria apply: " Tower is located in Barnstable Coun Massachusetts:. Basic wind speed of 120 mph.: Structure Class II." Exposure Category B: 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.pcf. A wind speed of 40 mph is used in combination with ice: Temperature drop of 50'F. Deflections calculated using a wind speed of 60.'mph. A non-linear(P-delta)analysis was used: ' Pressures are calculated at each section. 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 Geomet Tower Tower Assembly Description .,Section' Number Section Section Elevation Datdbase Width of Length, : . Sections; ft ft ft Tl 105.50401:33 5.33" 1 4.17 i: .•5.33, 1 16.00'. T2 ]01.33-85.33 ' T3 85.33-69.33 5.46, 1. 16.00 T4 69.33-45.89. 5,58. r' 1 23.44 T5 45.89-38.08 9;10 1 7.81 T6 38.08-31.21 10.28 1 6.88 . " T7 31.2124:33 . 11.31 1 6.88 T8 24.33-17.46 12.35 1 :':6.88 .. T9 17.46-10.58 13:38 1 68 T10 4.41 10.50 8. Tower Section Geometry (Con t'd ' Tower Tower, Diagonal Bracing Has '• Has Top Girt. Bottom Girt. Section Elevation Spacing Type KBraee Horizontals Offset. Offset „ End ft ft Panels in in Tl 105.50-101.33 : 4.00 X Brace No Yes ' 2.0000 0.0000 T2 101.33-85.33 8.00 . XBrace. No 'Yes 0.0000 0.0000' Job Page . t1ZC" 4W@. ' Hyannis MA Modifications 2,of 11 Hudson Design Group,LLC Project Date' :. 16000sgood Street,Building 20 North,, 105 ft Self Sup portng,TOwer 09:31:02:10/04/13 Suite 3090 %. ,' :•; . North Andover,MA 01845 Client c r^ Designed by , Phone:(978)557-5553 VerlZOn FAX:(978)226-5586 .. kw Tower Tower Diagonal Bracing " ' Has, Has' Top Girt' 'Bottom Girt' Section Elevation Spacing Type KBrace Horizontals Offset', Offset ' - End ft ft Panels . in in T3 85.33-69.33 8.00' X Brace " -No. :Yes 0.000,0 0:0000:' T4 69.33-45.89 7.81 X Brace No Yes. 0.0000 0.0000.• '. T5 45.89-38.08 7.81 X Brace No 'Yes 0.0600. 0.0000 T6 38.08-31.21 6.88 X Brace No No 6.0000 0.0000. T7 31.21-24.33 6.88 X Brace No 1 No' C " 0.0000 0.0006 T8 24.33-17.46 6.88 X Brace -No No 1 0.0000 0.0000•; T9 17.46-10.58 6.88 X Brace', No No 0.0000 0:0000 TIO 10.58-0.00 10.25 X Brace' No Yes { 0.0000 4:0000. Tower.Section 'Geometry cont d Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft Tl 105.50-101.33 Equal Angle' L4x4x3/8 A36' Equal Angle' L2 1/2x2 1/2x1/4 A36 (36 ksi) `' (36 ksi) T2101.33-85.33 Equal Angle LUU'3/8 A36 Single Angle L2x2I/2x3%16• A36 -, (36 ksi) T3 85.33-69.33 Equal Angle L4x4x3/8 A36 Single Angle L2k2;1/2x3/16 A36 ,• (36 ksi) (36ksi) T4 69.3345.89 Equal Angle L5x5x3/8 A36 Equal Angle L2''I/2x2 172xl/4 A36 (36 ksi)' (36'ksi) T545.89-38.08 Equal Angle L5x5x3/8 A36 Equal Angle- L2'4/2x2J/2xl/4 A36 (36 ksi) . (3,6 ksi) T6 38.08-31.21 Equal Angle L6x6x3.t8 mod 1(Hyannis A36 Equal Angle L2 l/2x2 1/2x3/8 A36 MA) (36 ksi) (36 ksi)' T7 31.21-24.33 Equal Angle L6x6x3/8 mod(Hyannis MA) A36 Equal Angle L2 1/2x2 1/2x3/8 A36 (36 ksi) " (36 rksi) T8 24.33-17.46 Equal Angle L6x6x3/8 mod(Hyannis MA) A36 Equal Angle L2 1/2x2 1/2x3/8 A36 (36 ksi) . . (361si). T9 17.46-10.58 Equal Angle L6x6x3/8 mod(Hyannis MA) .'. A36 Equal Angle ,L2'1/2x2 1/2x3/8.' '' ;A36 (36 ksi) (36 ksi) TI0 10.58-0.00. Equal Angle. L6x6x3/8 mod,(Hyannis 1vlA)' A36. Equal Angle'"" L3x3x3/8 A36 : . (36 ksi) (36 ksi). . . Tower Section Geometry cont'd Tower Top*Girt Top:Girt Top Girt' 'Bottom Girtr. Bottom Girt Bottom Girt Elevation Type Size Grade Type Size., Grade '• ft Tl 105.50401.33 Equal Angle L3x3x3/8 'A36 Equal Angle A36. (36 ksi). 06 ksi) 72 101.33-85.33 Single Angle L3 i/2x4xl/4 A36' Equal Angle L3x3x3/16 A36 (36 ksi) (36 ksi) . T5 45.89-38.08 Equal Angle A36 Equal Angle L2x2x1/4 A36 (36 ksi) (36.ksi) T10 10.58-0.00 Single Angle L3x2x3/16 A36' Single Angle U 1/2x4x1/4 A36 (36 ksi) (36 ksi) I Job s page " tnxToWer Hyannis,MA Modifications �3,of11 Hudson Design Group,LLC Project Date' 1600 Osgood Street,Building 20 North, 105 ft,Self Supporting,Tower 09:31:02 10/04/13 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Verizonkw by FAX:(978)"226-5586 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 Girls T2 101.33-85.33 1 Double Equal 2L4x4x3/8 A36 Equal'Angle :A572-50 Angle (36 ksi).. (SO ksi): Tower Section Geometry cont'd Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Horizontal Type Grade Grade ft Tl 105.50-101.33 Equal Angle L•3x3x'3/8 A36 Single Angle`' A36 (36 ksi) (36 ksi). T2 101.33-85.33 Equal Angle L3 1/20 1/2xl/4 A36 Single Arigle A36 (36 ksi) (36 ksi) T3 85.33-69.33 Equal Angle L2x2xl/4 A36 " " Single Angle A36 (36 ksi) (36 ksi) T4 69.33-45.89 Equal Angle L2x2x1A A36 Single Angle A36 " (36 ksi) (36 ksi) T5 45.89-38.08 Equal Angle L2x2x 1 A A36 Single Angle'""" A36' " (36 kM) (36 ksi) T10 10.58-0.00 Equal Angle L2x2x3/16 A36 Single Angle A36 {36 ksi). (36 ksi) Feed Line/Linear Appurtenances Entered As Round Or Flat Placement Face Lateral # # Clear Wi Description Face Allow Component � dth.or Perimeter Weight ' or Shield Type Offset Offset Per Spacing. Diameter Leg ft m:• (Frae FW) Row in in m plf 2 C " No Ar(CaAa) .96.00'-7.00 0:0000 0 1 1. 0.0000 2.0000 L16 1 B No Ar.(CaAa) 86.00-7.00 0.0000 0 1 1 0.0000 1.2500 0.58 7/8 A No Ar(CaAa) 78.50-7.00 0.0000 -0.45 6 3 0.0000 1.1100 0.54 7/8 A No Ar(CaAa) 78.50-7.00 0.0000 0.4 2 2 0.0000 11.1100 0.54 2 D No Ar(CaAa) 76.00-7.00 0:0000 0 - 2 2 0:0000 2.0000 . 1.16 7/8 A No Ar.(CaAa) 67.00-7.00 0.0000. 0.45 4 2 0.0000 1.1100 .0.54 ssssssssssss .,.. 1 5/8 A No Ar(CaAa) 102.00-7.00 0.0000 0 18' 9 0.0000 1.9800 1.04 (Verizon- existing) Discrete Tower Loads Description Face Offset Offsets: Azimuth 'Placement CAA" CA, Weight or Type Harz Adjustment Front Side', Leg Lateral Vert jt o ft f? f?. lb ft ft i Job Page tnxTower H annis MA Modifications 4 of 11 Y. . Project Date' .' Hudson Design Group,LLC 105 ft Self Supporting Tower 09:31:02 10/04/13 1600 Osgood Street Building 20 North g g Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Vedzon FAX.(978)226-5586 kW Description Face Offset Offsets: Azimuth' Placement. CgA., C,A:,' Weight' or Type Harz Adjustment. Front Side Leg Lateral Vert ft ft f? f 1b f ft PiROD 15'T-Frame A From Leg 1.50 0.0000. q 10100. No Ice 15.00. 15.00 500.00.t (VERIZON) 0.00 1/2"Ice 20.60 20.60 650.00 0.00 V Ice .26.20. 26.20 800.00 . PiROD 15'T-Frame B From Leg 1.50 0.0000 102.00 No Ice. 15.00 15.00 500.00 0.00 1/2"Ice 20.66 20.60 650.00 0.00 V Ice 26.20 26.20 800.00. . PiROD 15'T-Frame C From Leg, 1.50 0.0606, 102.00 No lee 15.00 15.00 500.00 0.00 1/2".ice 20.60 20.60 650.00 0.00 1"Ice 26.20 26.20 800.00 BXA-70080-6CF-EDIN A From Leg 3.00 0.0000 102.00 No Ice 6.03 6.22 43.55 w/mount pipe 0.00 1/2"Ice 6.59 7.39 98.34 9.00 V Ice 7.12 8.28 1.6031 BXA-70063-6CF-EDIN B From Leg 3.00 0.0000, ]02.00 No lee 7.99 5.82 42.55 w/mount pipe 0.00 1/2' ice 8.64 6.99 103:53 . 0.00 1"Ice 9.25 7.87 172.25 BXA-70063-6CF-EDIN C From Leg 3.00 0.0000 102:00 No Ice 1.99 5.82 42.55 w/mount pipe 0.00 1/2"Ice 8.64 6.99 „103.53 0.00 V Ice 9.25 7.87 172.25 BXA-70080-6CF-EDIN A From Leg- 3.00 0.0000 102.00 No Ice 6.03 6,.22 .43.55 w/mount pipe 0.00 1/2"Ice 6.59 7.39. 98.34 0.00 1'Ice 7.12 8.28 160.71 BXA-70063-6CF-EDIN B From Leg . . 3.00 0.6000, 102.00.' No lee 7.99 5.812 . 42.55 w/mount pipe 0.00 1/2"Ice• 8.64 6.99 .403.53 0.00 v Ice 9.25 7.87 172.25 BXA-70063-6CF-EDIN C From Leg 3.00 0.0000 102.00 No Ice 7.99 5:82 42.55 w/mount pipe 0.00 1/2"lee 8.64 6.99 103.53 0.00 V Ice 9.25 7.87 172.25 Rymsa MGD3-800 w/mount A. From Leg 3.00 0.0000 102.00 No.lce 3.19 3.56 33.25 pipe 0.00 1/2"Ice 4.17 4.19: 68.44 0.00 P'Ice., 4.61 .. 4.84 109.45 . Rymsa MGD3-800 w/mount B From Leg 3.00 0.0000 . .102.00 No Ice 3.79 3.56 33.25' pipe 0.00 '''1/2 Ice 4.17 4.19., 6844 0.00 V Ice : 4.61 4.84: 109.45 Rymsa MGD3-800 w/mount C From Leg' 3.00 0.0000 102.00 - No Ice 3.79 3.56 33.25 pipe 0.00 1/2"lee . 4.17 4.19 68.44 ' 0.00 V Ice 4.61 4.84 109.45 CSS AXP 16-80 w/mount A From Leg 3.00 0.0000.. 102.00 No Ice:' 3.38 3:32 28.65 pipe 0.00 1/2"Ice 3.78 3.92 61.56 0.00 1"Ice 4.21 4.54., 99.95 . CSS AXP18-60 w/mount pipe B. From Leg. . 3.00 0.0000 102.00' ` No Ice ` 3.38 •3.32 c 29.25 0.00 1/2"Ice 3.78 3.92 62.16 0.00 V Ice 4.21 4.54 100.55 CSS AXP18-60 w/mount pipe C From Leg 3.00 0.0000 102.00 No Ice 3.38 3.32 29.25. 0.00 1/2"Ice 3.78 3.92 62.16 0.00 1"Ice 4.21 4.54 100.55 RFS ATMAWSD-1A20 A From Leg 2.00 0.0000 102.00 No Ice 0.85 0.27 8.40 0.00 1/2"Ice 0.98 0.36 13.69 uo V Ice 1.12 . 0.46 20.57 RFS ATMAWSD-1A20 B From Leg 2.00 0.0000. 102.00 No Ice 0.85 0.27 8.40 0.00 1/2"Ice 0.98 0.36 13.69 0.00 V Ice 1.12 0.46 20.57 RFS ATMAWSD-1A20 C From Leg 2.00 0.0000 102.00 No Ice 0.85 0.27 8.40 0.00 1/2"Ice 0.98 0.36 13.69 0.00 V Ice' 1.12 0.46 20.57 (2)CSS DBC-7CAP Diplexer A From Leg 2.00 0.0000 102.00, No.Ice 1.18 0.41 7.00 0.00 1/2"Ice IJ3 0.51 . 14.39 0.00 V Ice 1.49 0.62 23.64 Job Page tnxTower Hyannis:MA Modifications' 5 of 11 Hudson Design Group,LLC Project Date 16000sgood street,Building 20 North, 105 ft Self Supporting Tower, ; 09:31:02:10/04/13 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Vehzon kw.. FAX:(978)226-5586 Description Face Offset Offsets: Azimuth Placement CAA . CA Weight" or Type Harz Adjustment Front Side r Leg Lateral . . Vert It fi ftl ft2 lb ft r (2)CSS DBC-7CAP Diplexer B From Leg 2.00 0.0000 102.00 :':No Ice 1.18 . 0.41` 7.00 : 0.00 1/2"Ice 1.33 0.51 14.30 .,. 0.00 1"Ice 1.49 0.62 23.64 ° (2)CSS DBC-7CAP Diplexer C From Leg 2.00 0.0000 102.00+ No Ice._ ,•'IA8 0.41 7.00, 0.00 1/2"Ice 1.33 0.51 14.39 r 0.00 1"Ice 1.49 ' 0.62 23.64. ssssssssssss 2.5'Side Mount Standoff C From Face - 1.50 0.0000 95".50 No Ice 1..50 1.50 35.00 0.00 1/2"Ice 2.20 2.20'. 60.00 ,k 0.00 1"Ice: 2:90 2.90 85.00 1'Side Mount Standoff B From Face 0.50 0.0000 86.00 No Ice 1.00 1.00 30.00 0.00 1/2"Ice 1.50 1.50 50.00 '000 1 Ice', "2.00 2.00:.. . 70.00 V Side Mount Standoff C From Face 0.50 0.0000 76.00 No Ice:•. 1.00 1.00 30.00 0.00 1/2"Ice 1.50 1.50 50.00 0.00 1"Ice' : 2.00 2.00" '•70.00 Ring Mount(Hyannis MA) A None .0.0006 9.9.30 No Ice: 6.30 6.30 1000.00 1/2"Ice 7.04 7.04 1427.23:• '!, Ice.'. :•7.80 7.80 1869.04 Ring Mount(Hyannis MA) A None '0.0000 95.30 No:Ice 6.30 6.30 1000 00 1/2"Ice 1.04 7.04 1427.23 :;c 1":Ice, 7.80 7.80 :186904, Ring Mount(Hyannis MA) A None 0.0000 88.20 No.Ice r 6.30 6.30 1000.00' 1/2"Ice 7.04 7.04 1427.23 1 Ice. .7:80 7.80". 1869.04 PiROD 15'T-Frame A From Face 1.50 0.0060 78.50 No Ice 4 15.00 15.00 500:00 0.00 Al2 Ice: r:%:20.60 20.60 65000 0.00 1:".Ice 26.20 26.20 800.00 PiROD 15'T-Frame D From.Face 1.50 0.0000 78.50 No Ice 15.00 15.00 500.00 0.00 1/2"Ice: .:.F 30:60 20.60 650 00 0.00 l'•.,Ice •26.20 26.20 800.00 PiROD 15'T-Frame B From Face 1.50 0.6000 66.50 No Ice 15.00 15.00 500.00 0.00 1/2"Ice •:: 20.60 20.60 i•650.00 0.00 1".:Ice 26.20 26.20 800 00 .. •:• (2)Kathrem 800 10121 A From.Face 3.00 0.0000 79.00 No'Ice 5.72 4.81 78.15 w/mount pipe 0.00 1/2'Ice,rr` 6.21 5.49 128 24 . 0.00 V'Ice 6.70 6.19 185.44 (2)Kathrein 800 1012i D From Face 3.00 0.00,00 79:00 No Ice 5.72 4.81 78.13 w/mount pipe 0.00 ` 1/2"Ice-c ..6.2, 5.49' `128.24 0.00 1"Ice . 6.70 6.19 185.44 (2)Kathrein 800 10121 B From Face 3.00 0.0000 60.00 No Ice 5.72 4.81 78.15 w/mount pipe 0.00 .'1/2"Ice :; ,,:6;21 5.49. 128.24 .: 0.00 1"Ice 6.70 6.19 185.44 (2)Powerwave TMA A From Face 2.00 0.0060 78.50 No Ice 1.23 0.41 14.10 C LGP21401 0.00 1/2"Ice <'._1.38 a 0.52 21.29 0.00 1"Ice 1.54 0.65 30.37 (2)Powerwave TMA D From Face 2.00 0.00010. 78.50 No Ice 11.23 0.41 14.10 LGP2140I 0.00 1/2"Ice, 1..38 ' 0.52 21.29 0.00 1"Ice 1.54 0.65 30.37. (2)Powerwave TMA B From Face 2.00 0.0060 66.50 No Ice 1.23 0.41 14.10 ` LGP21401 0.00 =;.)1/2 Ice'.'` _1.38 0.52 21.29 - 0.00 1"Ice 1.54 0.65 30.37 (2)Kathrein 782 10250 A From Face 2.00 0.0000 78.00 No Ice 0.52 0.27 6.40 0.00 dA/2"Ice 0.63 0.36 10.06 0.00 1"Ice 0.75 0.46 15 A 1 (2)Kathrein 782 10250 D From Face 2.00 0.0000 78.00 No Ice 0.52 0.27 6.40 Job Page tnx,T'O.wer Hyannis.MA Modifications 6 of 11 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 105 ft Self Supporting.Tower 09:31:02 10/04/13 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 VeriZon FAX (978)226-5586 ,:; kw Description Face Offset Offseis: Azimuth'. Placement. CAAA C4AA' Weight' : or Type Harz Adjustment Front Side Leg Lateral Vert ft ' fit ft f? !b ft fit 0.00 1/2".Ice 0.63 0.36 10.06 ' 0.00 1"Ice 0.75 0.46 15.11 (2)Kathrein 782 10250 B From Face 2.00 0.0000 66.00 No Ice 0.52 0.27 6.40 0.00 1/2"16e 0.63 0.36. 10.06 0.00 1"Ice 0.75 0.46 15.11 ssssssssssss 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 lb USRIOP-59 C Paraboloid w/o . From 3.50 : .0.0000 95.50 10.54 No Ice 87.70 370.00 Radome Face 0.00 1/2 Ice 88.62 824.91 0.00 s1"Ice 89.54 1279.82 PL4-107 B Paraboloid w/o From 2.00 0.6000 87.00 4.00 No Ice 12.60 104.00 Radome Face 0.00 1/2"Ice 13.09 171.19 0.00 I"Ice 13:58 238.38 USR6P-59 C Paraboloid w/o From 2.00 0.0000 78.00 6.40 No Ice 32.17 .200.00 Radome Face 0.00 1/2"Ice: 33.00 369.38 0.00 1"Ice 33.82 538.76 Load Combinations Comb. Description . No: I Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg No Ice 4 1.2 Dead+1.6 Wind 45 deg-No Ice - 5 0.9 Dead+1.6 Wind 45 deg-No Ice 6 1.2 Dead+1.6 Wind 90 deg-No Ice 7 0.9 Dead+1.6 Wind 90 deg-No Ice 8 1.2 Dead+1.6 Wind 135 deg-No Ice 9 0.9 Dead+1.6 Wind 135 deg-No Ice 10 1.2 Dead+1.6 Wind 180 deg-No Ice 11 0.9 Dead+1.6 Wind 180 deg-No Ice 12 1.2 Dead+l.6 Wind 225 deg-No Ice 13 0.9 Dead+1.6 Wind 225 deg-No Ice 14 1.2 Dead+1.6 Wind 270 deg-No Ice 15 0.9 Dead+1.6 Wind 270 deg-No Ice 16 1.2 Dcad+1.6 Wind 315 deg-No Ice 17 0.9 Dead+1.6 Wind 315 deg-No Ice 18 1.2 Dead+1.0 Ice+1.0 Temp 19 1.2 Dead+1.0 Wind 0 deg+1.0 lce+1.0 Temp 20 1.2 Dead+1.0 Wind 45 deg+I.O Ice+1.0 Temp 21 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 22 1.2 Dead+1.0 Wind 135 deg+1.0 Ice+1.0 Temp Job Page tnx..Tower Hyannis MA Modifications` 7 of 11 Hudson Design Group,LLC Project Date' 1600 Osgood Street,Building 10 North, 105 ft Self Supporting;Tower 09:31:02 10/04/13 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Verizon ; FAX:(978)126-5586 kw Comb. Description No. 23 1.2 D6d+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 24 1.2 Dead+1 0 Wind 225 deg+I.0 Ice+1.0 Temp 25 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 26 1.2 Dead+L0 Wind 315 deg+1.0 Ice+1.0 Temp 27 Dead+Wind 0 deg-Service 28 Dead+Wind 45 deg-Service 29 Dead+Wind 90 deg-Service 30 Dead+Wind 135 deg-Service 31 Dead+Wind 180 deg-Service ; 32 Dead+Wind 225 deg-Service 33 Dead+Wind 270 deg-Service - 34 Dead+Wind 315 deg-Service . Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load III lb lb. Comb. Leg D Max.Vert 12 140875.00 14692.43 15390.47 Max.Hx 12 140875:00 14692.43 -15390:42 Max.H, 5 121044.01 -13464.28 13263.09 Min.Vert 5 -121044.01 . . -13464.28 13263.09 Min.Hx 5 121044.01 13464.28: 13263.09. Min.H, 12 140875:00 14692.43 15390.42 Leg C Max.Vert 8 131008.25, 13922.24 14395.63 Max.Hx 17 431597.67 . . 14290.25'.': . .. 14403:85 Max.H,, 17: 131597.67. : , 14290.25 14403.85 : < Min.Vert 17 -131597.67 14290.25 14403.85 Min.Hx 8 131008.25 -13922.24 14395.63 Min.H;, 8 131008.25 -13922.24 14395.63 Leg B Max.Vert 4: 13027814 -14008,64 14156.67 Max.Hx 13 132475.48 . 14536.39 14339:25 ` Max.H. 4 130278.14' A4008.64 14156.67 Min.Vert 13 132475.48 . 14536.39 -14339.25 Min.Hx 4. 130278.14 : . 14008,64 14156.67 . 17, Min.H. 13 132475.48 14536.39 -14339:25. Leg A Max.Vert 16, 140168.22 14781.47 15153.89 Max.Hx 16 140168.22 14781.47. 15,153.89 Max.H, 16 140168.22- 14791.47 15153.89. Min.Vert 9 121898.6.0 13707.39 13195.76 Min.Hx 4 -121898.60 13707.39. 13195.76 Min.H. 9 121898.60 13707.39 43195.76 .. Tower Mast Reaction Summary ', Load Vertical Shear, Shear_ Overturning ^Overturning Torque Combination Moment,M Moment,M, lb lb .. lb Ib ft lb ft lb-ft Dead Only 26946.19 0.00 -0.00 2740.68 6773.06 0.02 1.2 Dead+1.6 Wind 0 deg-No 32335.43 57.50 '40484.26 2537756.62' 2848.03 5719.08 Ice 0.9 Dead+1.6 Wind 0 deg-No 24251.58 57.50 40484.20 2535751.91.- 815.49 5719.69 Ice 1.2 Dead+1.6 Wind 45 deg-No 32335.43 31787.66. -3,1504.26 -1987373.52, : 2001967.65 5728.76 i Job Page tnx 'OWt'�' Hyannis MA Modifications 8.of 11 Hudson Design Group,LLC Project Date' 1600 Osgood Street,Building 20 North, 105 ft.Self Supporting Tower. 09:31:02 10/04/13 Suite 3090 North Andover,MA 01845 Client' Designed by Phone:(978)557-5553 VefiZon FAX.(978)226-5586 kw Load Vertical Shears Shears Overturning Overturning. Torque Combination Moment;M. Moment,M lb lb lb 16-rf . . ; . Ibft dbrt,, ... Ice 0.9 Dead+1.6 Wind 45 deg-No 24251.58 31787.66 31504.26 '-1985617.87. 2003060.87:': -5733..30: Ice 1.2 Dead+1.6 Wind 90 deg-No 32335.43 43610.25 -5.97 3838.51 -2812888.97 7350.27 Ice ,. 1. . 0.9 Dead+1.6 Wind 90 deg-No 24251.58 43610.25 -5.97 -3013.50 -2813581t56 .-7344.31 Ice 1.2 Dead+1.6 Wind 135 deg- 32335.43 . .31574.51. - _ .32068.96 2029986.04 -1983851.09 1585.6.92 No Ice 0.9 Dead+1.6 Wind 135 deg- 24251.58 31579.51 32068.96 2029857.60` -1984953.19., J5853.27 No Ice 1.2 Dead+1.6 Wind 180 deg- 32335.43 57.50 40737.17 2553203.99 2838.28 5719.22 No Ice 0.9 Dead+1.6 Wind 180 deg- 24251.58 57.50. 40737.17 2552845.05 808.04 -5719.79 No Ice 1.2 Dead+1.6 Wind 225 deg- 32335.43 D013.63 30065.91 1847311.37 2495694.61 13855.04 No Ice 0.9 Dead+1.6 Wind 225 deg- 24251.58 37013.63 30065.91 .1847290.00 2492447.83 13849.05 No Ice 1.2 Dead+1.6 Wind 270 deg- 32335.43 -46044.59. -5.97 -3844.13 3051167.86 7351.94 No Ice _ _.... _ . 0.9 Dead+1.6 Wind 270 deg- 24251.59 . 46044.58 -5.97 =3018.76 3047668.50 7345.36. ; No Ice 1.2 Dead+1.6 Wind 315 deg- 32335.43 -37221.78: 29501.21 1804705.57 2513822.10 3717.54 No Ice 0.9 Dead+1.6 Wind 315 deg= 24251.58 37221.78 29501.21 1803057.65 2510564.05 3722.47. . No Ice 1.2 Dead+1.0 Ice+1.0 Temp 77210.37 0.00 0.00 10282.87 13284.77 0.13 1.2 Dead+1.0 Wind 0 deg+1.0 77210.37 4.18 •-3812.06 -256985.79 12915.31 953.31 Ice+1.0 Temp 1.2 Dead+1.0 Wind 45 deg+1.0 772101.37 3011.93 2991.50 202539.23 -180856.75 473.76 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 77210.37 4037.45 -0.47 10317.94 .-254122.95 1001.86 Ice+1.0 Temp 1.2 Dead+1.0 Wind 135 77210.37 2995.62 3035.76 185861.45 -179437.41 . -1883.09 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 77210.37 4.18 3831.89 .238163.04 . 12912.14 7031.53. deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 225 77210.37 -3390.96. . 2890.03 172547:82 242116.86 939.89. deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 77210.37 4214.55 -0.47 10320.08. 296864.56 1002.39. deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 315. 77210.37 -3407.27 2845.78 180235.62 . 243537.60 471.90. deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 26946.19 8.99 -6325.66 398614.56 5954.40 892.98. Dead+Wind 45 deg-Service 26046.19 4966.V 4922.54 312660.43 307194.28 895.48 Dead+Wind 90 deg-Service 26946.19 6814.10 -0.93 -2833.2E 433859.79. -1148.75 Dead+Wind 135 deg-Service 26946.19 4934.30 5010.77 314847.32 -304361.92 2477.93 Dead+Wind 180 deg-Service 26946.19 8.98 6365.18 396568.44 '5952.88 -893.87 Dead+Wind 225 deg-Service 26946.19 -5783.38 4697.80 286312.88 395319.51 2165.78 . . Dead+Wind 270 deg-Service 26946.19 -7194.47 0.93 2833.83 482085.81 1149.06 Dead+Wind 315 deg-Service 26946.19 5815.90 74609.56 -284126.86, .• 398153.44 581.92, Solution Summary, r f Job Page tnx,T6wer Hyannis.MA Modifications 9 of 11 Hudson Design Group,LLC Project Date 1600'Osgood Street,Building 20 North, 105 ft Self Supporting Tower 09:31:02 10/04/13 Suite 3090 North Andover,MA 01845 Client N Designed by. Phone:(978)557-5553 VefiZon FAX:(978)226-5586 kw Sum gfApplied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. lb lb Ib 16 lb lb 1 -0.00 26946.19 0.00 -0.00 26946.19 0.00 0.000% 2 57.50 -32335.43 -40484.20 -57.50 32335:43 40484.20 0.000% 3 57.50 -24251.58 -40484.20 -57.50 24251.58 40484.20 0.600% 4 31787.64 -32335.43 -31504.24 31787.66 32335.43 31504.26 0.000% 5 31787.64 24251.58 -31504.24 31787.66 24251.58 31504.26 0.000% 6 43610.25 -32335.43 -5.98 ,43610.25 32335.43 5.97. 7 43610.25 -24251.58 -5.98 .-43610.25 24251.58 5.97 0.000% 8 31579.49 323M.43 32068.94 -31579.51. M335.43 32068.96 0.000% 9 31579.49 -24251.58 32068.94 31579.51 ' 24251.58 32068.96 0.000% 10 57.50 -32335.43 40737.17 157.50 32335.43 40737.17 0.000% 11 57.50 -24251.58 40737.17 657.50 24251.58 40737.17 0.000% 12 37013.62 -323M.43 30065.84 37013.63 :.32335.43 30065.91 0.000%. 13 -37013.62 -24251.58 30065.89 37013.63 24251.58 30065.91 0.000% 14 -46044.58 -32335.43 -5.98 46044.50 32335.43 5.97 0.000% 15 46044.58 -24251.58 -5.98 46044 58' 24251.58 5.97 0.000% 16 37221.77 32335.43 29501A8' .37221.78 `.'32335.43 29501.21 0.000% 17 -37221.77 m24251.58 29501.18 37221.78 '24251.58 29501.21 0.000% 18 -0.00 -77210.37 0.00 -0.00 77210.37. -0.00 0:000% 19 4.18 -77210.37 -3812.06 -4.18 77210.37 3812.06 0.000% 20 - 3011.93 -77210.37 2991.50 -3011.93 1.77210.37 2991.50 0.000% 21 4037.45 -71210.37 -0.41 -4037.45 77210.37 .0.47 0.000% 22 2995.62 77210.37 3035.76,` 2995.62 7721037 -3035.76 0.000% 23 4.18 17210.37 3831.89 -4:18 77210.37 -3831.89 0:000% 24 -3390.96 77216.37 2890.03. '3390.96 77210:37 2890.03' 0.000% 25 4214.55 -77210.37 -0.47 4214.55 77210.37 0.47 0.000% 26 3407.27 -77210.37 2845.78 3407.27 77210.37 2845.78 0.000%, 27 8.98 -26946.19 -6325.66' -8.99 =. 26946.19 . . 6325.66 0.000% 28 4966.82 -26946.19 -4922.54• 4966:82 26946:19. 4922.54 0.000% 29 6814.10 26946.19 -0.93' -681410, 26946.19 0.93 0.000%, 30 4934.30 -26946.19. 5010.77 4934.3,0.. . 26946.19 -5010.77 0.000%' 31 8.98 26946.19 6365,18' -8:98 26946.19 .: .636518 0.000%' 32 -5783.38 -26946.19 4697.80 3783.38 26946.19 -4697.80 0.000% 33 7194.47 -26946.19 -0.93 7194.47 26946.19 . I 0.93 '0.000% 34 -5815.90 26946.19 4609.56 ' :, 5815.90 26946:19 4600.56 0.000% i Maximum Tower Deflections. Service Wind Section Elevation Horz: Gov. Tilt' 'Twist No. Defection Load ft in Comb. Tl 105.5-101.33 0:942 34 • 0:0815 0.0227 T2 101.33-85.33 U71 .. 34 0.0815. 0.0227 T3 85.33 69.33 OS88 34 0.0777k 0.0142 T4 69.33 45.89 0.331 34 0.0585 0.0058` T5 45.89-38.08 0.113 34 0:0264 0:0016 T6 38.08-31.205 0.074 34 0:0171 0.0010 T7 31.205-24.33 0.051 32 0.0120 0.0607 T8 24.33-17.455 0.033 32 0.0093 0.0005 T9 17.455-10.58 0.019 32 0.0065 0.0003 T10 10.58-0 0.009 32 0.0038 0.0002 Critical Deflections and Radius.of Curvature- Service Wind Job Page tnxTower Hyannis.MA Modifications 10 of 11 Hudson Design Group,LLC Project Date 1600 Osgood Street,Building 20 North, 105 ft.Self Supporting.Tower.. 09:31:02 10/04/13 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Veflzon kw FAX:(978)226-5586 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of ' Load Curvature ft Comb. in rt .. 102.00 PiROD 15'T-Frame 34 0.883 0.0815 0.0221 A 12812 99.30 Ring Mount(Hyannis MA) 34 0.836 0.0815. 0.0222 114174 95.50 USR10P-59 34 0.769 0.0813 '0.0207 188321 95.30 Ring Mount(Hyannis MA) 34 0.765 0.0813 0.0206 196350 88.20 Ring Mount(Hyannis MA) 34 0.638 0.0794 0.0162 168383 87.00 PI4-107 34 0.617 0.0788 0.0153 -137158 : . 86.00 F Side Mount Standoff 34 0.599 0.0782 0.0146 ":117539 79.00 (2)Kathrein 800 10121 w/mount. 34 0.479 0.0716 .0.0103 54204 pipe 78.50 PiROD 15'T-Frame 34 0.470 .0.0710 0.0100, 51656 78.00 USR6P-59 34 0.462 0.0704 %0.0097 ' 49337 76.00. F Side Mount Standoff 34 0.430 -0.0678 0.0087 ;i.41826 66.50 PiROD 15'T-Frame 34 0.295 0.0545' 0.0049 29705 i. 66.00 (2)Kathrem 800 10121 w/mount 34.1 . 0.288 0.0538 r '0.0047 ;'_:29966 pipe Section Capacity Table:. Section Elevation Component` Size Critical P opal- % Pass` No. f Type Element lb lb Capacity Fail Tl 105.5-101.33 Leg L4x4x3/8 3 -3737.73 . 88240.40 576 Pass T2 101.33-85.33. Leg L4x4x3/8 24.- 16863.00 76042.40 221, Pass T3 85.33-69.33 Leg L4x4x3/8 61 55678.60;.r 76059.90 73.2 Pass ., T4 69.33-45.89 Leg L5x5x3/8 84 -93201.20, 102050.00 91.3 Pass T5 45.89-38.08 Leg L5x5x3/8 129, -102672.00, 102269.00 100.4'., Acceptable T6 38.08-31.205 Leg L6x6x3/8 nod 1(Hyannis MA) 149 -108694.00. 147679.00 73.6 Pass T7 31.205-24.33 Leg L6xbx3/8 mod(Hyannis MA) 161 117403.00 251534.00 46.7 Pass T8 24.33-17.455 Leg L6x6x3/8 mod(Hyannis MA) 173 -122366.00 25.1534.00 48.6 Pass T9 17.455-10.58 Leg L6x6x3/8 mod(Hyannis MA) 185, -129603.00 .251534.00 51.5: Pass T10 . 10.58-0 Leg L6x6x3/8 mod(Hyannis MA) 197 -142322.00 276368.00 51.5 Pass T1 105.5-101.33 Diagonal L2 1/2x2 1/2xl/4 13 324.52 25819.80 1.3. ' Pass T2 101.33-85.33 Diagonal L2x2 1/2x3/16 42 8409.25 11017.20 76.3 Pass T3 85.33-69.33 Diagonal L2x2 1/2x3/16 . 70 -10878.10 10865.00 100A Acceptable T4 69.33-45.89 Diagonal L21/2x21/2x1/4 -119 6837.91 16597.30 41.2 Pass T5 45.89-38.08 Diagonal L2 1/2x2 1/2x1/4 142 -4459,75 ; .11191.20 39.9. '. ..Pass T6 38.08-31.205 Diagonal L2 1/2x2 1/2x3/8 155 -4410.01 15666.50 28.1 Pass T7 31.205-24.33 Diagonal L21/2x21/2x3/8 -170• 443535 13745.30 32.3 • Pass T8 24.33-17.455 Diagonal L2 1/2x2 1/2x3/8 182 4553.49 " 12099.20 37.6 Pass T9 17.455-10.58 Diagonal L2 1/2x2 1/2x3/8 194': 4460.86 .10709.40 41.7 Pass T10 10.58-0 Diagonal L3x3x3/8 216 .--7547.93,,••'13141.90 57.4 Pass . Tl 105.5-101.33 Secondary Horizontal L3x3x3/8. 18 371 67'' 42296.00 0.9 Pass T2 101.33-85.33 Secondary Horizontal L3 1/20 1/2x1/4 . 58 655.2.7' '36530.40 1.8 Pass T3 85.33-69.33 Secondary Horizontal L2x2x1/4 86 595.21 10859.20 5:5 Pass T4 69.33-45.89 Secondary Horizontal L2x2xl/4 102'' -914.23 5139.67 17.8 Pass T5 45.89-38.08 Secondary Horizontal L2x2x1/4 146 778.661 4093.27 '19.0 Pass T10 10.58-0 Secondary Horizontal L2x2x3/16 220 1181.05 1454.29 81.2 Pass Tl 105.5-101.33 Top Girt L3x3x3/8 5 9110 35707.40 0.3 Pass T2 101.33,-85.33 Top Girt L31/2x4xl/4, 26 .494.43, 58644.00 0.8 Pass T10 10.58-0 Top Girt L3x2x3/16 202 2183.50 7674.76 28.5 Pass T2 101.33-85.33 Bottom Girt L300/16 32 292.27 18107.20 1.6 Pass T5 45.89-38.08 Bottom Girt L2x2x1/4 .134 -1593.52 10923.00 14.6 Pass T10 10.58-0 Bottom Girt L3 1/2x4icl/4. 206 11248.70 58644.00 19.2, Pass T2 161.33-85.33 Mid Girt 2L4x4x3/8 34 1476.25 185328.00 0.8 Pass Summary Leg(T5) 100.4 Acceptable Diagonal 100.1 Acceptable (T3) Job Page tnx owes Hyannis MA Mod':ficafions 11 of 11 Hudson Design Croup,LLC Project Date 1600 Osgood Street,Building 20 North, 105 ft Self Supporting.Towel 09:31:02 10/04/13 Suite 3090 North Andover,MA 01845 Client Designed by Phone:(978)557-5553 Venzon FAX:(978)226-5586 kw Section Elevation Component Size Critical. P op.11„. % Pass No. ft Type Element lb lb Capacity Fair - Secondary 81:2 Pass H6rizontal (T10) Top Girt '28.5 Pass (T10) Bottom Girt 19.2 Pass (T10) Mid Girt 0.8 Pass (T2) RATING= 100.4 Acceptable OF T .13 � a WWIM wireless a x: - Z O HYANN-IS, MA HD o ®o Q 12a . 49 OCEAN STREET HYANNIS:, MA 02601 o 0 0: W W 'coNMLTaNr TEAM PROJECT BUletilAFiY s►*ET wEx � ' CA 'PRQIEC�FNOlEEIt - sm MM N(AVe9,W w _ OOC 1WeeSWOD��lIL �Imo' MlMIM4 W�@901 S-1 TeeOf YOOxGTION RLV1146 L W16 - . ewew m w n eWR SOW M.MCPrytyVI xea - 6-i leLm YWiRIifieN OLT/dIb - l�w3. (ele�9m-3lee - APPUOINP. dl� eA/o WRRpI Ilmnm II� - . UTIIIIOE:. •n•9W.mu- : .. - .. IONORUOE: .7v te•9e,er - - - Af IEL P. G MI VICMRY MAP BLMBRTa S M. SW NO <O OC E ' . ' EAN�STR60 . niLmTeaaalae rug w w.9 L/ee9lTx necalw _ - - wwe[/M9ID9i Atw)xm wIc[aNm I-.W e ro eVc c9L _ NYANNRi:ea 02801 .rTCL aw9 Iam.mel9arz axm W-m a neH e9nxee 9e ewL - $mICTURAL NOTE - . 9xR KICeLI eu xrc enu L,Ln x WF9 caN 9AR aNm DIG SAFE w.m 9 ien.e WIm Tai You ta¢ro L TSlfric CeIaL T.Vti ra EXISTING 705'-2'AGL'TOWER REQUIRES MODIFICATION ' PRIOR TO INSTAI,ATION OF NEW _ ra P.uR RNm us-e c nnm Ite ulLs aL w-e c Tu¢LNT e - EOUIPNENr/APPURTENANCE. 3 WORKING-DABS - ipl W-192 1011.PD 61X16T.&L/IITnDeS.NXP L.Z AT M TORR - - M ra[iR ro mxleui ael9 N1-13i 9/LY.IegWN aaR.x Ye IFET.12♦p R41R AT 11E 1g1X ND iD119M Sp4 IfM'lieORT'IIID .o TcL"w�nw��" nLca A BEFORE YOU DIG T' l n�rt aaoi w6w ramcirtw ocrw srn¢T wL eL.dlex - _ CALL TOLL MM 888-DIG_SAFE ' - UNDERGROUND. SERVICE-ALERT - m ma �m 9 � 0 tg Z All a � $ A mz Pal m � $ R z SCR � y' N N � N S y Y � �Y N Y • y N 1111141fig 1 ; 1 � S - IR I I. - , 11 HIP I ul I g_ _jut Rey# ��� ��9�? € 01 gR $E :R 9 � a E � � s g Jill SI T log! I;: Mill lit 0 ji R Rill I lap 3 F ,TOWER MODIFlCATION ELEVATIONS&NOTES °RF Am ly' PFEPAM FM \ / ch Hudson e �� R iiS° ® 11lf�wireless 9UICMG?]NOil45L11EYA0 nA'.IA CBI SS>5 so01,>ao (971)3ls55B1 PUFORMED By HUDM DESIGN GROW.ILI: ; ,S ;E routatloN " R PnmIs"m a arc n 7 EESN006MATMgNaoES�gN s Am OUGOtuL 10 aEwUN(tta) - - - ' a gg N �a - 4L 2� SRC gH �y. I t F/e- Natmatrr(trP.) t-tK 1 /4 I y I o /aau oat/ C CONNECTION DETAIL r21 CONNECTION DETAIL a o QggH�SC eLE e TOWER REINFORCEMENT - _ - _ ,,. o IIEL P.- - ELEVATION(ELEV.69'-4"-86'-4")�� - - - - - st t /i Via—. sa - .. .IE . . GRAPHIC SCAIE .. .. - .. .. -- J�.1-J 720 . a-r t•-r r-r �e - - m2 " - MYANNIS,EAA O7f-0t - t - ALL DE!l4gEB,IBAA.IBIOIIS..UWtE V PMRf NER@!8.AND" . AN}FNIN PEACOp/14 A EE NEED tJFD61m to OGNIR/rCIGR . - - P�m EM7ERVV,GRDERs No coretwteroN� - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map `a Parcel OZ-s Application# Halth Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee D I Date Definitive Plan Approved by Planning Board ---` Historic-OKH Preservation/Hyannis Project Street Address -Z- 20.N I 0 Village HW,+NcyrS Owner L&XdZQr ) Address 17, Telephone Vt�bvE la 4wn w"4 Awzz .s u Permit Request ;T ram., •�el2 z�`� OAJ E)-tS T c-cCi `-Ta ws Q. 7o Square feet: 1 st floor:existing proposed 2nd floor:existing proposed d Total new Zoning District Flood Plain Groundwater Overlay - f Project Valuation ® Construction Type s N . 77 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach support jdocumentation ' -0 w Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) co Age of Existing Structure Historic House: ❑Yes ❑No On Old King's ghway:r-O 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:❑existing ❑new size .Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ..Commercial ❑Yes O-Na-----lf-yes, site-plan,review#.. . Current Use Proposed Use BUILDER INFORMATION Name �--u� v5� Crct� s_Telephone-Number '6l-31`I Address ¢L _ S : License# C SZi/ 67O755 Home Improvement Contractor#. A Worker's Compensation# 4-pe6919'79'l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �57>21.� SIGNATURE DATE S —9 -� -� FOR OFFICIAL USE ONLY t T PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE f r OWNER DATE OF INSPECTION: I FOUNDATION ,. 3. FRAME INSULATION 4 i FIREPLACE r ELECTRICAL: ROUGH FINAL 1 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL '... FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r INITIAL CONSTRUCTION CONTROL DOCUMENT (This document is for construction review only. It does not include a design certificate) PROJECT LOCATION: 49 Ocean Street—Hyannis,MA NAME OF PROJECT: CINGULAR WIRELESS—HYANNIS(SITE NO. 1145) PROJECT NO: D1792 SCOPE OF PROJECT: Tower reinforcements. I Vincent Pulselli, P.E. of Daigle Engineers, Inc. submit that our office shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that, generally, the structural work is proceeding in accordance with the construction documents and shall be responsible for the following as specified in Massachusetts State Building Code Section 116.2.2: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction; and complexity of the project, 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. Our office shall submit periodical(after a"periodic" inspection as deemed necessary by the complexity of this project) progress reports,provided the owner notifies our office of when the project has progressed to predetermined stages. At the completion of the construction,we shall submit a final report to the building official. The report shall certify,to the best of our information, knowledge, and belief, that the structural work has been satisfactorily completed in substantial compliance with the intent of the construction documents. We submit this document based on the provision that an occupancy permit will not be issued until a final construction control completion document is submitted to the building official by our office. We shall be released from all construction verification liabi ects of construction not viewed, if said final affidavit is not received. 1N OF hfAso O� VINCENT y1; Signature: ) o`S PULS'.LLI �"� STRUCTURAL U3 Massachusetts Registration No. 40739 No.4G739 e G/S NOTARY STATEM o n Subscribed and sworn to before me this O day of (y NOTARY PUBLIC MY COMMISSION XPIRES ON D1792ICCA060807.doc i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www inass.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 ST. City/State/Zip: MARSHFIELD, MA 02050 Phone M 781--319-1111 Are you an employer?Check the appropriate box:. Type of project(required): I-. X❑ I am a employer with 86 +— 4. ❑ I am a general contractor and 1 6. New construction employees(full and/or part-time)..' have hired the sub-contractors. 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7• ❑Remodeling ship and have no employees These sub-contractors have 8. ®Demolition workingfor me in an capacity. workers'comp,insurance. Y P tY• 9. ❑Building addition [No workers' comp.insurance S. ❑ We are a corporation and its required.] officers have exercised their AD Electrical repairs or additions 31.❑ 1 am a homeowner doing all work right of exemption per MGL 11:❑Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required.]t employees. [No workers' 13.®Other TOWER CONSTRUCTION comp.insurance required.] { *Any applicant that checks box nl must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating,ihey are dohng.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 their workers'.comp.policy information. I am.an employer t/rat is providing workers'colupensation insurance for niy employees. Below is the policy and job site information. Insurance Company Name: UNITED STATES FIRE INSURANCE CO. Policy#or Self-ins.Lic.#: 408691979:1 Expiration Date: 01/01/2008 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 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.f�t t! 'n;ape�naldes of perjury that the inforniatiai provided above is trice and correct Signature d5e. OR INDUSTRIAL COMM. LLC Date: JANUARY 2, .2007 Phone#: 7 81-319-1014 Official use-only. Do not write in this area,tube completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.r.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other. Contact Person: Phone#: Town*of Barnstable Regulatory Services a 'sTes Thomas F:Geller,Director `�p,��9' •' Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Tice:. 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign' Ws Section If Using A Builder ,6,n�-j fly I, ,emu dc -S cs� � ran ,as Owner of the subject property hereby authorize (f,61 5 meerQ to act on my behalf, in all matters relative to work authorized this building permit application for: (Address of Job) Cl Sign tune of Owner Date Print Name Vemcn Q:FORMS:O�ZERPER1vII5SI0I1 r� t L ♦ .y -- _._..�....� ,4✓�e .p�0_�tttretz�[JG,o :/�LRJ;)adluJeQt7 y..,,�' Board of Build' egulations and Standard_s =l +i ConstructiRapervisor Lice me Licen�CS 52112 1 I Birthdat�lti5l1966 i Exp�rat�o1512008 Tr!/ 7106 SI Restrictio0('.00 ,I C i CHRISTOPHER H M`TCH� 8 ALDEN RD C { LAKEVILLE,MA 02347 }� Commissioner i,It w � cu m .• f: �,....,.�,.�,-�_��,...-�.. ✓�e �a��r�ueaQ�0.a��.�t!a,u�r�ttrsll�l s � ZN t Board of Buligg Regulations and Standards HOME IMPRMENTCONTRACTOR Registratio 115511 "piratic 9/2008 f t TyyR..:lndividual CHRI.STOPHER:H.MITCHIjLL CHRISTOPHER MITCHELo 8 ALDEN RD LAKEVILLE,MA 02347 Administrator V/ O . V/ i "� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION :W Map Parcel Permit# �� 7 Health Division e�tiJa► l�,tt,�Rt�A8LE Date Issued Conservation Division P 3 Application Fee � _��..� psi t a� C Tax Collector '} Permit Fee 6 0 Treasurer Planning Dept. APPucA.NTMUS'TOBMASEWEF. CONNECTION PERMIT FROM THE Date Definitive Plan Approved by Planning Board _ ENGINEERING I)NISION PRIOR TO Historic-OKH Preservation/Hyannis Project Street Address 41 Ocealy, Village s1 it Owner Address / .4— Telephone Permit Request o ., Square feet: 1 st floor:existing � proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay roject Valuation o� b Construction Type of Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. welling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) ge of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout O Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) '* Number of Baths: : Full: existingnew Half: existing new 9 Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room-Count • eat 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... a BUILDER INFORMATION Name Telephone Number Address License# 4—,5 f) 44:34q Home Improvement Contractor, # ` Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 14 SIGNATURE DATE —22--tV FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ----------------- ^' ADDRESS - VILLAGE OWNER r ,R ! I I e• DATE OF INSPECTION:T/ FOUNDATION to FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL-' PLUMBING: ROUGH FINAL- GAS: ROUGH FINAL - FINAL BUILDING DATE CLOSED OUT K Y ASSO`CIATION PLAN NO. i COMMERCIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $100.00 Alterations/Renovations $50.00 S'6, D O Building Permit Amendment $50.00 FEE VALUE WORKSHEET NEW BUILDINGS t square feet x$140.00/sq. foot= x.0061= i ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet X$96/sq.foot=- a 7 �, 6 o. X.0061= 1x Commprojcost *_06/26/03 TIME: 04:02 PM TO: 5086551139 PAGE: 001-002 ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYY) TM 06/26/2003 'RODUCER (50g)653-3131 FAX (508)651-0129 _ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Fair & Yeager Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 10=Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Natick, MA 01760 o INSURERS AFFORDING COVERAGE NSURED W. S. Kenney Corporation, Inc. - INSURER A. Acadia Insurance Company 1 Sauth Avenue INsIURERB. Travelers Insurance Co. Natick, M4 01760 INSJRERC. AIG Insurance INSt UPF_R.D: - INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREWENT,TER@P DR COAta'7)ON OF ANY CONTRACT OR EITHER CCLUIMENT WITH RESPECT TO 11MICH TH)S CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH PO'OtIES.AGGRCGATE'L!fMITS SHUNN MAY)iAVE BEEN REDUCED BY PAID CLAIMS. VSR TYPE OF INSURANCE POLICYNUMSER P L E FECTI PO 1 E 1 TIO -TR DATE MMID DATE Mn D LIMITS 6ENEFLW,UASIL[TY. CIPAQ05091914 04/09/2003 04f09/2Q04 ENIZ�I CURREYIZ $ 1,000;40 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Anv one fire) $ 250,0001 CLAIMS MADE a OCCUR MEDEXF'(Any one person) $ 5,00 A - PERSONAL&ADV INJURY "$ 11000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: .. PRODUCTS-COMPfOP AGG $ 2,000,00 PGQ_ POLICY JECT LOC AUTOMOMYE LIABIUM' 810671H4451 03/24/2003 U3/24/2004 COMBINED SINGLE LIMIT- ANY AUTO• (Ea accid ra) $ 1,Goo,o ALL OWNED AUTOS BODILY INJ'_1RY X $ B SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILYINJURY X NON-OWNED AUTOS I. "(Peraccident) -_ - - - PROPERTY DAMAGE $ , (Pe"V�^a"6ent) GARAGE LtASY?_fTY ... .. AUT3 cINLY-EA rfO')LOEPST $ ANY AUT-1 EA ACC $ OTHER THAN _ AUTO ONLY AGG $ EXCESS LIABILITY UA005091914 04/09/2003 104/09/2004 EACH OCCURRENCE $ _ 5,000,000 X OCCUR CLAIMSMADE AGGREGATE $ 5,000,000 A $ DEDUCTIBLE $ RETENTION $ - .� - $ . WORKER6COMPENSAPUNAND 7822888 ^ 07/01/2003 07/01/2004 X TORYL "r's ER EMPLOYERS'LIABILITY C El,EACH,ACCIDEPIT $, Sw,00 E.L DISEASE-EAEMPLOYEE $ 500,00 "- E.L.DI.SEASE-POLICY LIMIT $ 500,00 OTHER • .-. .. i DESCRIPTION OFOPERATE'1 WA_OCAT&''MA1EHICLESIEXCLUS0&WADDED BYENDORSENENTISPEC&IL PROVISIONS" 'erizon Communications, Inc. and Gilbane"Building Co. are additional insureds.. General Aability and Workers' Compensation applicable to off-site coverage only CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER: CANCELLATION _ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Ver izon Communicat ions, Inc. EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL c/o Hobbs Group 1a uAYS WRTSTEN NOTVCE 3D THE Cvr i'TfCATE YfJLJER NAiNcrJTO THE Lam, Attn: Construction Dept. = _ 200 -First Stamford Place "" a - BUT FAILURE TO MAIL SUCH:N073CE SHALL AMPOSENO OBLIGATION.ORLIABILITY Ste 210 OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. Stamford, CT 06902 AUTHORIZEDREPRESENTATNE Natalie Waters ACORD 25-5(7f97) @ACORD CORPORATION 1988 The Commonwealth of Massachusetts - Department of Industrial Accidents _-_ - 0Iffce of f<lyestfgat►oos 600 Washington Street Boston,Mass. 02111 Workers' Com13eIISRtI0U Insurance Affidavit ! r r name' . 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Iandersta�l that a one yam,imprisonment as wen as cI&penalties in the form of a STOP WOE Afor co and copy of this statement may be forwarded to the Office of Investigations othhe DIA far coverage verification. under the ems and penalties ofpedury that the information provided above it tru-arm correct I do hereby certify P /� ' • Date - Signature "�� phone# print n= o facial use only do notwrite in this area to be completed by city or town official C2BuiDeP arbnent peradtMcense# OlAc minding city or town: [3SeL-Ctzua'ss office 0rho•;k i{iJIlIIttdjate responseis required ❑Health Department ' []other phone#; contact person: (,wised 9195 PJA) Information and Instructions r Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the `law", an employee is defined as every person in the service of another under any c;gntract of hire, express or implied, oral or written. defined as an individual, partnership, association, corporation or other legal entity, or any two or more of An employer is the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or'renewal of a license or permit to operate a business or to construct.buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names,•address and phone numbers along with a certificate-of insurance as all affidavits maybe submitted to the Department of Industrial Accidents for confirmation of insvran_ce coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not.the Department of Industrial Accidents. Should ygu have any questions regarding the"law'or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please number which will be used as a reference number. The affidavits may be retari►ed tn- be sure to fill in the Peimit/license the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents amce at Invesugatlons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 p, :BOARD OFiC BUILDING RUPERVIS CON S7RUCTION 5,.. LicenaA p44349 Number w C8 t ± 6399;< tExp 'Tr.. 10103103; nog. free 3 y ReOrlicr) x i — taJ E EGAtJk GEORGE .� dmimsttor 53 BROESLE'OK YT MA 02482 n .. WELL ., ' i SEP 17 2003 11:48 FR 6176962002 TO 15086551139 P.02/02 09/18/03 08:45 rad Town of Barnstable ReguIatorp Serrvims � _ - Ti�maa� c�+aitar,Diseatcc - BuildizigDividon Tots Perry, SWing COMM99e'laner 20Q E�Y=mia,MA 02601 QMCe: 548-852-4038 F= 509-790-MO 'Property Owner Must Complete and Sign This Section Fw> If Using A Builder Y r ,tas Own=of the subjectPsoPtttY_ haebg avthasia a l!! S to tet cm my b ehalf,. in IU MIttea xelative to w ack authoxiaed by this buZ iag pc=it tFPlicatiaa for: 4q ,. (�dc�ress ef�ob) , F Asiratmteaid6= ata Psiat Nas�c - Q,gpa�,q;b�Vl�&FF.Rb�BSxON SEP 16 2003 09:43 PAGE.02 * TOTAL PAGE.02 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION p 32� Parcel Z Permit# 1�T10 6�L TOEAJ OF BA,,RNSTABLE Health Division -5li �U Date Issued Conservation Division / 7� Z�DZ 2092 MAY 16 AM 10: S Application Fee Tax Collector 0 �l / .������ Permit Fee Treasurer WUIVISION Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 149 0C L= Village Lf /A„j 4./ r S „ Owner � Address a �— Telephone L Permit Request L?C 61-5-1?,s 49 t7 S :A 7 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑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:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial OY6s ❑No If yes, site plan review# Current Use C' 6F4/, -7—(n 6, Proposed Use G e // BUILDER INFORMATION �S�L Name dG le✓r!' L Telephone Number �� 3- 24.E - 3373 Address L! y +� License# t1J -7 ) Y S5 Home Improvement Contractor# -� Worker's Compensation# 10 q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ye-eeShi e ���/� 5 Ik J S' 6 SIGNATURE �-� DATE � �� ',. FOR OFFICIAL USE ONLY A PEAUT NO. DATE ISSUED ,.. MAP/PARCEL NO. ADDRESS VILLAGE OWNER t DATE OF INSPECTION: I FOUNDATION FRAME i INSULATION " �r FIREPLACE _ ELECTRICAL: ROUGH FINAL'. PLUMBING: ROUGH FINAL. GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED;OUT ; ASSOCIATION^PLAN NO. ` • / `. ,ram ' f a � t N •O j V is o r / l _ c`n g s o a.a i n vo s 1-0 1p a e o. C.3 cdo 01- 1A 9 -D�• v W 91 iff gor y a m G 70 C S x� v T ,oT O 'rn O t;; u ® O OO pp 6 $ m Am" m O p T T C s ✓r A R r Z GJ= m 70 A ,* .S � „�,� T = —1 '� �t'r, <.�� r`, -_--_ The Commonwealth of Massachusetts - Department of Industrial Accidents �.1 . f• a -= I Office ofinyestigatioes . 600 Washington Street . Boston,Mass. 02111 - Workers' Co m ensation Insurance davit name: . location �1 t G '% - city phone# ❑ I am a homeowner performing all work myself. ❑ I am a sole r rietor and have no one workin in n ca aclty /%%%%///%��%/%/% /%%%%%%%%%%%%%%%%/G%%%%%%%///%%%%%%%%%%%%/��/%%%//G%%%%%//%%%%%%/%/O%�%%�%%%%%/G%%%%�%%/G%�/%�%%%%/ ❑ I am an employer providing workers' compensation for my employees working on this job. N ..... �.........;::.; ... ....'k. .."�-.1-t; :Co .......�.............I ....I.. ..........M"', ------- ................'....,-...... m sn::name:::: :.:..: .: . .:.. I :.. v� �EY1�S5;:;;;;:: A <:;:;; 111+� 6 ..:..::.;:.;:. . ... :. ..:::: .:::::.;:.:.:: �ka....:.........:::.:: ;< .:.;;:..v.:: :: ..:::::::::::::::: :::.::::;:.:; . :: hone#. . . .:.::::.::::.:..... nSttranto>co s c d :........ :..:... ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have . . .. the following workers'compensation polices: :>.;: :: Comnanc�name....::.;:.. ; % .;`d l'e$s<::+ i!> yy ;`?3:? .;::::::::ff: :'i?;z.:y::':i i;; s� .. ! i 2 ''? >asi i i i :X,X ! i ' ii>i i2ii<iikii2�i iii i>kki iisi is I`';!> S 4 :::;::ti %iii y ` a iiii :: `:a >> .Cif __.::... . .. a _... :::::........................::.........................::::..........................................:.: xi: nrarree ca.....:. . . ,.;::.:...:. olr #. <:` s� s3.fi;•.': :':' ��# c <:;';� ';i::::>:: 2 .; a a' '? ? tcri r ::;t% :•`.>`..:.no. as>:name.::::::::.:;::::::.::::::.:::::::...'.:::::.::::.:::......:.......................... ................................................................................................................. _,.. : . . »>:.. V ::.::::::..::...... ......... : ::::::: .:..:::: ;::<::: :t;RC`F'iCOL? <y?'? �i j<:'Y ;`` `'I.?<?i`[ '; ` %'.ia?> :.i.i'`'.... io[surnn .. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. . I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature . r'ok DeWY3 Tl Date �� _ Print name lM kJ ���5 Phone# � �3 j? official use only do not write in this area to be completed by city or town official . city or town: permit/license# ❑Building Department ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's Office ❑Health Department . contact person: phone#; ❑Other (mvised 9195 PJA) .. Information and Instructions E t Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire,express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a . dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold-the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required.to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office 01 Invesduadons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 f ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YY) ,M 05/08/2001 PRODUCER (210)696-6688 . FAX (210)696-2502 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Insurance 'and Bonds; Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 692130 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. `an Antonio, TX 78269-2130 INSURERS AFFORDING COVERAGE INSURED CCI Telecom, Contemporary Constructors, Inc. - INSURER A-- American Cas Co of Reading, PA Berkshire Wireless INSURERB: Crum & Forster Indemnity P.O. Box 790848 INSURERC: Natl Fire Ins Co Of Hartford San Antonio, TX 78279-0848 INSURERD: U 5 Fire Ins Co INSURER E: COVERAGES 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. LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MMIDD/YY) LIMITS GENERAL LIABILITY C1098521119 05/16/2001 06/30/2002 EACH OCCURRENCE $ 11000,00 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $ S0,00 CLAIMS MADE X1 OCCUR MED EXP(Any one person) $ S,00 A PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $• 2,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,00 POLICY X JECT LOC AUTOMOBILE LIABILITY 133660458 05/16/2001 06/30/2002 COMBINED SINGLE LIMIT (Ea accident) $ X ANY AUTO 1,000,00 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) B HIRED AUTOS BODILY INJURY X g X NON-OWNED AUTOS (Per accident) X Hired Car PhysDmge PROPERTY DAMAGE $ $60,000 ACV (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS LIABILITY 5530816917 05/16/2001 06/30/2002 EACH OCCURRENCE $ 10,000,00 X OCCUR tJ CLAIMS MADE AGGREGATE $ 20,000,00 D $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND C1098521122 05/16/2001 06/30/2002 X TORYLIMITS ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ _ 1,000,00 INCLUDES ALL STATES COV - E.L.DISEASE-EA EMPLOYEE $ 1,000,00 E.L.DISEASE-POLICY LIMIT $ 1,000,60 OTHER C1098521119 05/16/2001 06/30/2002 Leased/Rented Cov: $750,000 Leased/Rented Equip A ldrs Rsk/Installation B1drsRsk/Instl : $2,500,000 (per job site) DESCRIPTION OF OPERATIONSILOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS lanket additional insd on GL & Blanket Waiver of Subrogation on WC if required by contract CERTIFICATE HOLDER ADDITIONAL INSURED;INSURER LETTER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. 1AUTHORIZED REPRESENTATIVE 3oseph Clayburne/VH c 04!22/2002 12:12 BWI i 18602323127 h00.846 D02 BOARD OF BUILDING REGULATIONS Iioertse: CONMuCTIoN SUPERVISOR } Number. CS 07i466 + Expires:0411412003 Tr.no: 947• � r 1 Restricted To: 00 DENNig W TEICHERT 39 VELMA AVE PITTSF'IELD. MA 01201 Administmtar y � - TOWN OF BARNSTABLE CERTIFICATE OFIOCCUPANCY PARCEL ID 326 025 GEOBASE ID 23992 ADDRESS 49 OCEAN STREET PHONE HYANNIS ZIP - LOT . BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT . 43806 DESCRIPTION BELL ATLANTIC - FOR WORK DONE ON 440903 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services i TOTAL FEES: THE BOND CONSTRUCTION COSTS $.00 �T Qi► 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P. C*1 E .� * 1ARNWABM • MASS. i6Sq. A� FD M1� BUILD , IVI. N BY DATE ISSUED 01/26/2000 EXPIRATION DATE TELECORPfSunCom Fay:6035972301 Jan 25 '00 14:33 P.05 .` TOWN)OF BAR14STA13LE ' H 1wof � �} Bt3j, DING PERMIT Y4 i I?ARCEL. 'ID::326 625 . GEOBASE TD 23S92 `ADDRESS 49...00EAN. STRgR F�€ON :.HYANgI s Z T P - I ,LOT BLOC$ e nBA LOT SIZE DEVELOPMENT DxSTRIG'I. i3Y ;. PBRMI' 40903 DESCRIPTION" INSTALL ANTENNAE, TO EXSTNG: TOWED' II P RMIT TYPE BREMODC TITLE COMERCIAL ALT/CONY CONTRACTORS: Boa , L wlizx (Department ofH+e�itix; Safety. a` ARCHXTECT, and Environmental Services- i TOTAL, FEES: $183.00 , BOND`, $.'..00 CO�ISTR ,CTIOR COSTS I {: k330,44Q,00: r ,NC}NREB../�iONHSi�P P�DD CONY 1 i U 9/t?7Y/1999 EX�IRAT'IQN DA 'kk r I 4. THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK On ANY PART THEREOF, EITHEr TEMPORARILY OR PERMANENTLY,EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE'JQA3D!CTION.STREET OR. ALLEY GRADES AS W£LLAS DEPTH AND LOCATION OF PUB;:::SEWERS MAYBE OBTAINED FROMTHE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTI4IS ::PERM;T DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVVSION RESTRICTIONS. NANIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHER6 APPLICABLE; SEPARATE I.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION pER1aIiT5 ARE REQUIRED FOR 2,PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADir.WHERE A CERTIFICATE OF OCCU• (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL.PLUMBING AND MECH. 3.1NSULATION. OCCUPIED UNTIL FINAL INSPECTION HASSEEN MADE. ANICAL INSTALLATIONS, 6:FINAL INSPECTION BEFORE OCCUPANCY. -ffl�m_lIon BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3. 1 HEATINGI_INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH . OTHER: SITE PLAN REVIEW APPROVAL WORK SHALT. NOT PROCEED'UNTIL PERMFf WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED CN THIS . THE INSPECTOR HAS APPROVEDTHE STRUCTIONI WORK IS NOT STARTED WITHIN SIX CARP CAN BE ARRANGED FOR BY VA'RfOU.5 STAGES'OIL CONSTRUC• MONTHS OF DATE�THE PERMIT IS ISSUED AS TELEPHONEORWRITTENNOTIFICA= ?;;:;T70R.. NOTED AXOVE. TION. l* rT .�� fit. BUILDING INSPEC.TOR TO THE INSPECTOR-OE BUILDINGS: The undersigned hereby applies for a permit accordingto the following information: Location ...... KoOr..... ....................... . ............. Name of Architect — --.1?,f��0�------'A�6,eo -- ---------------------.. � .Number of of Rooms ----------------------Foundohun -_—.--'-------..------.---- Ex/erior -----_-----------.'---------.'Roofing ............ ~--_ Floors ----------------------------.]ntericv --------------------------.-, ' Heating -- -------.--.*--- .------------F1um6ng .---..---.----.—.-------'---.,--- R,ep|oco —.:.............................................................................Approximate Cos —.'�/n ........................... � � Definitive Plan Approved by Planning Board lg�---. Area -------------- . . Diagram of Lot and ' ui|6ing with Dimensions , Fee .............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH . . ' . ^~» ' ~ ' ' ' . . | ' | ' / - - . | ' | . ~ �r ' . . OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS ' . | hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. | Name ���-------... � � ~ - q -- | - / NEW ENGLA14D TELEPHONE 23618 ERECT ANTENNAS' No ................. Permit for .................................... Tetlephone Transmission ..............:................................................................ Shoot Flying Hill Rd. Location ................................................................ Barnstable........... . Owner ..... .New...England. . . . ....Telephone...... .. .... ..... .. . .. .... .... .. .... ....... .. Tower Work Type of Construction to ;�, .......................................... ................................................................................. Lrs 1i Plot ............................ Lot ................................ A ro November 5 81 Permit Granted .............................. 9 Date of Inspection ......................... el 9 4OW -%40 -e4 Date Completed ................ . ......19 57 44 I�el Assessor's map and lot number ............................................ uF THE To Sewage Permit number. ............................h.......................... d� g t I = BAWSTADLE, i House number 9� Maas .......................... O 039 e00 JORa\ TOWN OF BARNSTABLE 'BUILDING INSPECTOR APPLICATION FOR-PERMIT .. ............................................................... TYPE OF CONSTRUCTION .......,,�T,�.. Gl/ °.. .................................................................. .............. /� /: ..... ..................19ii. i TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: cal` C���`.-,� ..... ....��'.6.......................... ?���r���c �.............. Location ............... Q......................................�� 7-P P, / 0.4 -Proposed Use ............ : o "v .................................... ZoningDistrict ........................................................................Fire District .............................................................................. .....Name of Owner�'�W....�a 4Any„.............t� /-P....�i +d`` Address .................................................................................... .� f rT Name of Builder 1' 7-0 Lv erg C �?....- .C' ...Address ,.....�°4q 2 rya�f f A ..................... ............ ...................................................;.............. Name of 'Architect ...��T'Prz 9,f I� ................. ....e.....................Address ..........��..r.............................,..................................... Numberof Rooms .................. ..............................................Foundation .............................................................................. Exterior ...Roofing �-- ................................................................................. .................................................................................... Floors `".........................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost ...........��..!'? ? .:. ?;"" ............................. Definitive Plan Approved by Planning Board ---------------____-----------19________. Area ........................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD'OF..HEALTH ( r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name.(.........;.1„`" �?�i� .......................... -sp�'tj-aN NEW ENGLA0D . =��_^~-'~--~'' ----^~-- 33618 ERECT ANTENNAS No .................. Permit. for .................................... T Transmission ............... Location .Shoot''I'lyiog_B[ill_Rd.�___' Barnstable -------^---'--''—^-----''----- New England Telephone w Type of Construction ---�o---er----����---... --------`-----------------'' Plot ............................ Lot ..........November 5, 81 Permit Granted -------------.lA Date of Inspection ------------lV Dote Completed ...................................... � OLvLMI ^ . / � . ' � � � Assessor's map, and lot number ....................:....................... uF THE to ,,Sewage Permit number .......'.:.............................................. Z BARNSTABLE, i House number ........................:. r Maas 00 i639 6� O ui a. TOWN OF . BARNSTABLE BUILDING INSPECTOR APPLICATIONFOR PERMIT TO .........................................:.........................................................�......`.......f ...... TYPE OF CONSTRUCTION ......'..Anx-e 4......�'. ee r—,?'[.°.`,,....f>N... .......................19> � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: tf9`✓...........5T...............:..................................................... Location ..................�(,� �. Proposed Use ..... �4.. p/ '.......1'¢r✓'T'eivsV. `' ` ni.`►t1S:"!!�..� .....'.V.......P�.1."' .a�......... ..... Zoning District .... .�...ee.............................`..........r........................Fire District .............................................................................. p / Name of Owner �IGf�W...� t`! LIB.../'eC. ©.!4'>° .Address ... �.aPf'1l'!�...... 5',?"K°Pf�?— ..... r Name of Builder- .. ....� T0C°' g 0 L.......Address ..7Z..... X77 Name of Architect !?S ....... S.... e.................Address`....../ �f °. ...................... Numberof Rooms ..................................................................Foundation .............................................................................. Exterior ....................................................................................Roofing :..........................::....................................................... Floors .....................................................................................Interior .........................r=.................................................... Heating ....................Plumbing Fireplace ................................... ........................................Approximate Cost ..... D. .Q.��..e.... Definitive Plan Approved by Planning Board ---------------____-----------19________, Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding�4.he above construction. Nam ........................ .. NEW ENGLAND TELEPHONE 2361� Erect Antennas No ............Permit for .................................... Antenna & Transmission �Line Loca qlrn� Ocean Street Hyannis New England Telephone Owner .................................................................... Type of.Construction ...ToKer...Wo.rk............. .... .. .... ..... ..... ................................................................................ Plot ................... I....... Lot ................................ Co tr ICA November 5, 81 Permit Granted ........................................ 9 Date of Inspection ..................................in 9 mpleted ..... Date 6 ......f',9 ,0, 40 4 40 dp- '40 400 4'.00 oo � 4 i Assessor's map and lot number ................. .............`............. CF TN E t0 Sewage Permit number. .....................0: ............................... Z DARBSTABLE, i House number 9� MA6 p 1639. \0� �Ep MOR a• TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATIONFOR PERMIT TO ............................................................................................................................. �nt � TYPE OF CONSTRUCTION ..........�!"?.�.1�i��/�� �'K'e .. ?mot a w /)� L-�(!c ►n� � /CY.r/�� ............. .......................19 � / I i TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...................... �'� /? ?`.......................................................................................................... Proposed Use ��PC?`!A �a Q . wT�ry.,v �- `�i- ?{��h�f!r?rS......................................... n ..............................................:........... .... ................................... ZoningDistrict ................................... ....................................Fire District .............................................................................. Name of Owner ;/Vr4.A...t=!t!! •..5)....�5c!�,r��li,�,n�v ..Address ... ......:771t.`.`.'.E'7.. a!.. ....... Name of Builder" . ....� 'T'0G`'`e ` ... .TIU.� Address ..7../ *7..e ...... j r.................... .... ........`....... . cTPAddress ./t Name of Architect .......................��is...rt.:.............. ......ry� ................................................................... Numberof Rooms ..........................`�......................................Foundation .............................................................................. Exterior ........Roofing............................................................................ .................................................................................... Floors ......................................................................................Interior ......................... - ..................................................... Heating— - ..Plumbing...........'........................................... .......................................................... Fireplace "" ..............................Approximate Cost A�m , Definitive Plan Approved by Planning Board ________________________________19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. (;"' Name................< .!L..,., /.............. .............................. 23�619 Erect Antennas No ................. Permit for .................................... ` " Ereot Antenna 6 Transmission Line ' —.—.-----,,..—.,---.--..-,------- . Ocean Street ----''~'| ................................................................ Hyannis --^^—'--~^—~----^^---~------'' Owner ..New—Eoglaod—rele�hone__. ..Tower Work Type ofConstruction -------------- ----.------------------.--- . Pkot —..------.. Lot ----------. ' � � Permit Granted ........ ..5.»'lV Ol Do+eof |nopection ------------lQ � Date Completed ...................................... / � . ' n � ------------ Assessor's.map and lot number .... .�.. ....: © '. �� 7.S' SEPTIC GySTq ` WITHINSTALLED f1�3 yS Sewage Permit number .. ,d-a.,� ..... 9,� .. Q�� '� AR Iasi'' 11 S IT SANIMA y COD-g Apt �oF THE ro �t^i1" � I,�'.rti:: TOWN OF BAR&SSTABEE i i 13AWSTSHLE; i "6 9 BUILDING INSPECTOR �'0 yPY p'• ' APPLICATION FOR PERMIT TO ,�',�''YI yN/.1 . /c •� 9 `' ,/. �Q / � /� TYPEOF CONSTRUCTION ....................................................................................................................................1975 Ak . .............. ... ...... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..........v"o.... � ....x /b/..!.... .... J.................. /..0 Proposed Use .......... ..f1.f�17 ......4 T. .e....... � ..t����/1: ,..S......... . �... /! /7 ..... ...................... Zoning District .... ...............................:..................... Fire District ...... .. ...y. nJJ�...................... ................ Name of Owner . .. .. +...T146#A�f� Address ...�J�. . AX-2 Name of Builder 0•/ r1veyP �,�r.�•` ••/ti�••• •� ............. Name of Architects ddress .1��� dsJ./.(Jt'�..cl/..!..../��f' .Q ..... Numberof Rooms ..................................................................Foundation .............................................................................. . Exierior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior ..............................................:........................................ Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost .. . ..... .®� ........................ Definitive Plan Approved by Planning Board -----------_______-----------19________. Area /".d. Fi .................. Diagram of Lot and Building with Dimensions Fee 4�. .�.................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH i I hereby agree to conform-to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name e ...•• ••...... 'r ......... Existing Sewage � . � No ..... Permitig '' { ' � -- -- ' - Locot"n CRAA..8:�x^..8YIAgz�A............. ^ � -------------------------- ^ . � � . Owner -. Type of Construction -------------- � ~� ------------------....------- > � � . plot .......326____.. Lot ____25_____. � - Permit Granted -.��ggV$�t............. .......lg 75 . � � . Date of Inspection ....................................lA ~~'~ Completed 19 ` ' PERMIT REFUSED- ^ -----_-.-.---�--------. lV --------------------'------ � . � ----~---------------------. ~ -.----.-.------.-...----..--.--. . ' ~ ----.---.----.~-----..--_-...- ( � ' Approved ................................................ lg . / � ^ . --'--------------~'--.--'^~-~' ' ( � v ^ -------'----------.--..---.-... � \ � ddffi ' . ' 4. ..�. -e,� �`"'�..:. .._ .� a � <_ x � _ ....- ��:�w ?��'�in7�:•:,�.1,�;'.'+�_':;,�'•:_�T'.+L�f_ :.C:.,,. is�.:r �. :.:.,r,r,.. ..._ ,,. s / t Assessor's map and lot number ......_ ...... ......................... Sewage Permit number ..........................,. ............ ,,..............� • T®WN ®F BARNSTABLE Z BARNSTABLE. . "b 9• ,e�� BUILDING INSPECTOR Ile , X F APPLICATION FOR PERMIT TO .....................::............................. ........................................ ...... TYPE OF CONSTRUCTION ............................................. ........... ................................................19.7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location � ���� Proposed Use ........ j l--le,f l?f�.....( r'7. �! 1 P/�f T/d/ ..�+ 'f1 "rl/� —� f .... .............. ... .. . .... . ,........................................... Zoning District ................................................. ..Fire District k=- Name of Owner `:�' f�I."/fsitt7/'' ;1,'IA,.Address ... � ...., �' 7,i ...; .......................................lf f 1 Name of Builder , �'!. lyl►7«mi ll!° .iF'ji"O �(flAdd �x� � ��....... ress . ..... ................... Name of Architect /,! !l�/�/ /'7 ?f �+Address ..r . !,..`• � f..r 1. . , , - . " Numberof Rooms ..................................................................Foundation .............................................................................. Exierior ................... ...............................................................Roofing .................................................................................... Floors ......:...............................................................................Interior .................................................................................... a ' r Heating .........................................Plumbing ......................................... ......:...........................................:........:...................... ,P-0 ado ......................................Fireplace ............................................Approximate Cost ....,.,............................................................... Definitive Plan Approved by Planning Board ________________________________19________.= Area . ...................... r , Diagram of Lot and Building with Dimensions Fee .� /r..f. ...`.................................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 4 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ff Name existing sewage No .17868................ Permit for�emgude.jjxisting I 3..no............ . ........................................................... . Locat-pn ......... Hyannis........................... ............................................................................... Owner ...............NE.J.P-lephone-f,91 Type of Construction .......................................... ................................................................................ Plot ......3.2.6................ Lot ....25........................ Permit Granted ............August ...............6............19 75 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED .............................. ................ 19 .............. ............ �.... ................................ ................... ..6............... ........................................ ........b.(D V ....... ................................................ .. ............. V.... ......................... V Approved .... .....0.... ........................ 19 ............................................................................... ............................................................................. ""Assessor's map and lot number ..rn.`....3A t.. SEPTIC SYSTEM MUST BE QyoFT"ETo�� Sey. er; Permit numb . C!� - '' - . INSTALLED IN COMPLIAN o� ARTICLE II -STATE • . WITH ��tTI� BABB91'ADLE, House number4:5 SANITARY CODE AND TO Mb Y 6 ��PUt.ATEO(ti5. , AIP p'�0 TOWN OF BARNSTABLE BUILDING, INSPECTOR APPLICATION FOR PERMIT TO .. J ... .. .. e . . .9 ............................................................................ TYPE OF CONSTRUCTION ...... :,. if .. :. . . `.................. ..U. .19.�U.. TO THE INSPECTOR OF BUILDINGS: , The undersigned hereby applies for a permit accordin to the following information: , Location .....: Oeewx2 0... ..� 1.•6•"•••• c..........: . .. ..��/'7.�.! ......................... ........................... ProposedUse /..�°. ................................................. ...................... ............. .................................. ... ..... ..... .. .. Zoning District ............... . ire District ... . . . .e.194. ....... Name of Owner . .. .. .. . Y.� / .�J... Address / 1.. Name of Builder ��g��,� !� ..1f�4Address �f - A/m a �. .. .. ', Name of Architect:'. /l?.Q .................Address ........ .. ....:�.:.. .. .................................................... Number f Room ... ?....................................... ....Foundation /Exlerior ...... s ..Roofing ...:.... . . ............. ..e R . Floors ....... ... ..�.......................................................................Intenor ..�: .. ..�� ..... .. .�.... ......�..... .. ...r.�':'�. _.�!! t Heating �'.� s Plumbing A... v�'1 ..'......................................................... ..... ....................... Fireplace ..:..... /,. ........................................................Approximate Cost ....... .... ..................................... Definitive Plan Approved by Planning Board -------------------—__---------19________. Area ... . . ............................. Diagram of Lot and Building with Dimensions Fee ............................. .................. SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Tow of Barnstable regarding the above construction. Name ... ... .. ..t. .. .. .. ............. � /0aw England Telephone Co. ^ alterations to Nb -���.��... Permit for -----_-----.. _ �� . coMpurcial building ' -----.. , -----------. . ' 3treet ' Loco+on-4..� ���..------------. ' ---.`----..q�������-.-----------. \ New England Telephone ' Dvvne, A ............................................................. _ uu�oour� , Type of Construction ----------_--.. -�-_.--'.---------------------- Plot ... ........................ Lot ----------' - ' P6rnit Gronfo6 ' ]L lV ?8 ---==~=""�~.`- -- � 'Date-of Inspection ............... --1V . `-��, � Completed ................. -.]g ^,� -�-`~ . . �� . . ~ ' ' . . � PERMIT REFUSED ' � l�� -..����--^--------------. ` ._ -_--- -._.-,—..----------.. -.. . ---..----.------------------. . . . - � ..._-~.--.-~~....---.- -..----- --''^-'---^~---'-^-^^'^-^^-'^- � . Approved lg / .v�=" -----------____.. / - ---_----.----.-..-----.----.- �. � ---_------------...--~-...-- . . ` � Assessors map and lot number ........:.... - .1 N ti Sewage Permit number .fit !....fin.........' ,.. Z BAUSTAIDLS, i House number ...............1...................................................... 900 NAM 9� 0 MA-1 d\ TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ......'��.�� f.....r1 .0 . .......................................................................................................... TYPEOF CONSTRUCTION ..............................................y........................ .............:............................................ ............................................... ...... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...... .................................................................................1 S J•/h:c............:........:... Proposed Use .............. ................................................................................ .............. .............................................. ......... .... .. .. _ 1{..... ?l7n 5............................................... Zoning District r//:.X17 .................�..FQire District ....:..� -- ......l. Name of Owner fit'O 1jj .r YTS J/,- ��G� s�h,,P ,Address ... , ..... !';..... Name of Builder ... . ....���! �� �Q/!...Address .. �n�l / . .. ... .../�. Name of Architect — rnpP�C................Address .......!: S ...................................,....... _... ......... ......... .................................................. Number of Rooms ......t ...............................................Foundation ........ ................................................................................ Exterior ........`r.,• t .....'............................................................Roofing Floors ........:.............................................................................Interior rf I Heating ........... . '...........................................................Plumbing .......11/lJ....f.�.1•�s!7f;.. f......................................... Fireplace ......... ............................................................Approximate Cost �C1 / _ t / ��. Definitive Plan Approved by Planning Board ________________________________19________. Area ..:................................... Diagram of Lot and Building with Dimensions Fee .... SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... /�,/../ �f... i r�-::>,' �:............... .r New Englanc Te'l::phone Co. A_326-25 ' 20;�46 alterations to No ..... . ......... Permit for .................................... commercial building Dz Location cean Street Hyannis ............................. New England Telephone Co. Owner .................................................................. Type of Construction m aso.lry '. oar roc Plot ........................:... Lot ................................ Permit Granted ......September 1...........19 78 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ................................ ............. 1.9 .......... � 1.. ..... Al -... .....(.................. .........(1'**-'1Z........ .............................. ............................V.. ..... ........................ ;......... Approved ................................................ 19 ...................................................... ..................... � ..................... ......................................................... Assessor's map and lot number ............... IV _osc, Sewage Permit number .....f.... TUw w�� ypiINETQ�r T O 11 N OF BAIRNST ABLE Z MARNSTL UL i aMPy�`-9• RUBLD11MC INSPECTOR \ 1 1.... ....[74�5?'. .7 .. .. .... �'........�'. e S1:7ti'....J.�...' .`�................. APPLICATION FOR PERMIT TO � �� s '/�./ "'/ ' TYPEOF CONSTRUCTION .....L�a.,$A...A?i.................................................................................:....................... ...tne—..4 a............g.............19. � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �`J�i ... .., .......1 ..C/l.......at-WA-j......X�.........�!�Y��.4t!f'.'.�r......................................... Proposed Use y...... G�!! 'I�!!ll 1�1 ......................... ZoningDistrict ........................................................................Fire District .............................................................................. , AA Nameof Owner Dew...y� .... ..� 2. ..:. ...............Address .................................................................................... Name of Builder /./i. . 0° ° / : • J �•�• •s �h.o°tlZ .�tr��...h�. �??y.. ...._..A�<r:..Address .1. ... Y.r4gr. .r� ...... �l.cl�.. �J Name of Arch itect--Ilo�,l2...D.041 ;o..9(,...Ic-?'iky.y..............Address Number of Rooms ........ ...�o�..'.................................-.-.................Foundation -�.L��r:�e�1:�..rS1:�...................................................... Exterior ...A"`.a�:5Fz. -k• ' ......./.6../1,w9 .......45-, �: .'......Roofing ...1..�..f ...'................................................................... Floors ....C10A1161��.......................................................Interior .l.:L /a/... �.!J� b� Heating ;tTLs412! ................................................................Plumbing .................................................................................. Fireplace ...../ 0 ................................................................Approximate Cost � ............................................ Definitive Plan Approved by Planning Board -------------------_-----------19________. Area .y� ................ Diagram of Lot and Building with Dimensions Fee A ... . ..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name /-.14. . . '............................... New England TelephoZ,,c ,.eraph Co. r 16886 d floorNo .................. Permit f r .... ......... of exchange ding ; ..................................... . ...................................... f Location Ocean Street t• Hyannis..................................... ......... ............. New England Telephone & Telegraph Co. Owner .................................................................. y Type of Construction ................masonry.......................... �t Plot ............................ Lot ................................ t s Permit Granted ........9Vbrllary...6..........19 74 r Date of Inspection . ......../... .........19 Date Completed .. .............19 �• PERMIT REFUSED 1 ................................................................ 19 ............................................................................... I ............................................................................... ............................................................................... f Approved ................................................ 19 t t { ..................... ......................................................... ! a. Assessor's office(1st Floor): ^ Ass2'ss'or s map and lot number �-' S `-�� o*T E Toy o Board of Health(3rd floor): Sewage Permit number 2 Beaa9Tsnaa Engineering Department(3rd floor): rnsa House number ✓l °o 1639• Definitive Plan Approved by Planning.Bo r 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING IN's-RE C T 0 R APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location COC-WIL) S-7 �l�p��11. Proposed Use �C'C-�`t7 �►'' i Zoning District L Fire District Name of Owner - lVe(,) �N ��� {�C Address :-1 9j. rff Name of Builder n • AI LA l Address 7049 611cil z Name of Architect sly CA wee /"r n Address j PV AN o lJ,�j (9&� Number of Rooms f-- Foundation Exterior Roofing Floors D ti<a 'Interior Heating 4 A Plumbing '347-15COVI ) Fireplace Approximate Cost Z U!l 6,V0 Area M4 f Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above.construction. Nam Constructio Supervisor's License 0 `7 10 NEW ENGLAND TELEPHONE N 3 3 311 Permit For REMODEL 2ND 'FLOOR J ., t R + Telephone Building E Location 49 Ocean Street Hyannis Owner New England Telephone „ Type of Construction Frame Plot Lot tti Permit Granted October 23 , 19 89 i Date of Inspection 19 i Date Completed 191/ 4 0 ; ,j fi - -t -. ti r .+ ,.- - , .Y I.._... �.-.�'r•+v"X"'�4 t.y.,,. ,1--.,.fl`r.'Y ..+`d - -y.. � - ., Assessor's office(1 st Floor): Assed:fo s m "p and lot number Board of Health(3rd floor): Sewage Permit number BAB MBLL i Engineering Department(3rd floor)': Lam. tto._ �o rasa House number � / O �bS9• \e�' Definitive Plan Approved by Planning Board 19 — ' �c ypY d APPLICATIONS'PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR, APPLICATION APPLICATION FOR PERMIT TO /�/(�. TYPE OF CONSTRUCTION Cl 19 ! TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: l��C'C 1l sue. ` /� / S, �- Location , Proposed Use L F���✓` / l Zoning District J6 L -49 Fire District ����� S Name of Owner - lVP&) Zr4, - VI Q /C� Address `? �L'E�/� r�� � t Name of Builder hl_� fC/9 Nj_A``r Address /�� � � C � -� ✓ �- 6&rfw Name of Architect .S �/--A �—j�� AddressU "44,A tu-t Number of Rooms 2 Foundation Exterior Roofing Floors /7 Al`C� Interior Heating �n c C- C,,-, ale, 4 AI , Plumbing '34 7-14&V tM Fireplace Approximate Cost �-Z Area 71 C A Diagram of Lot and Building with Dimensions Feed r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. a e Construction Supervisor's License NEW ENGLAND TELEPHONE A A=326-025 No 33311 Permit For REMODEL 2ND FLOOR Telephone B u i 1 d i na Location 49 Ocean Street Hyannis Owner NEW ENGLAND TET,EPHOMP Type of Construction Frame Plot Lot Permit Granted October 2'1 r 19 89 Date of Inspection 19 '1> Date Completed 19 • I �p I IIt TOWN OF BARNSTABLE . BUILDING, PERMIT PARCEL ID 326 025 GEOBASE ID 23992 ADDRESS 40 OCEAN STREET PHONE HYANNI'S ZIP — LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 20417 DESCR"_PTION N_tNEX — KWII11.-SHED/4'TOWER EXT-TQ EXIST. PERMIT TYPE BADDI TITLE BUILDING PERMIT . ADDITION Department of Health, Safety • aRAC`I'ORS: NOR.i�,AST ENGINEERING ,..,ONS.�Tk-GORP. ARCH!�'ECTPS: and Environmental Services TOTAL FEES.: T36 0 BOND $.00 CONS'rR07TIUN COSTS $100 ,000 .00 �7' Qi► 328 UTIER NQNRESiDEivTAL BLDG 1 PRIVATE P MA88. i639• MIS BUILDING DIVISION BYm DATE I-IS:;IIED, 01/08/1307 EXPIRATION DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. J. A i DIMON k 8 RIM 6011 i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 4 _ AsAwor's office(1st Floor): J-2. Assessor's map and lot number o*IN E Board of Health(3rd floor): Sewage Permit number / �� _ C� fQ Engineering Department(3r loor): �; ,/� F � *fG11 �o�9T�LL Z �f rRea House number o '639. '' Definitive Plan Approved by Planning Board 19 �� APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TOZZ TYPE OF CONSTRUCTION _ 19 9z. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Locatio ocewn/ r ' Proposed Use L� -0a Xim 4as Zoning District Fire District—AfV 114 S-- Name of Owner .AddressAW&AW4 AW, 114wA i Name of Builder Address Name of Architect Address Number of Rooms Foundation + s v Exterior .6 G Roofing �i��.,Q Floors jj,1 I ee Interior Heating Plumbing Fireplace �,�� Approximate Cost �Z,-4 eto Area �� r Diagram of Lot and Building with Dimensions Fee /�tJ OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable reg, rding the above construction. Name Construction Supervisor's License �� C. Z6 S ' NEW ENGLAND TELEPHONE CO. i /4o 34152 Permit For Alterations to Commercial Building �_ l Location,49 Ocean Street r " : �;r �• * Hyannis - - ` Owner New England Telephone Co. ' r Type of Construction Masonry ' Plot Lot' ��• � l 1 �. fl � r Permit Granted January 3 0, 0c;- 91 Date of Inspection = '19 Date In pleted 19 r „• „ram / S t sf f t i. fill -� � �� iy� Assessor's office(1 st Floor): Jr r assessor's map and lot number � �oS THE>o� Board of Health(3rd floor): r,'rQ °� Sewage Permit number (/ Z AM S+ DLL i Engineering Department(3rdoor): F� r`ua House number f °o 1 ..,q. Definitive Plan Approved by Planning Board 19 'o'r�r d APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00 2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR "'" APPLICATION FOR PERMIT To TYPE OF CONSTRUCTION f 19 ,/ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a perrmiitt according to the following information: Location%- = r'Pf� Proposed Use Z191i Veep 74 // s Zoning District Fire Districtrv1' ' Name of Owner �'�/✓''l r.' /< , Address Name of Builder ,rf ,r�.V,�fl,/7 R .�},�.�?,F�l,,t � Address / ��"/.!./-l.�I� �r!�`^ ./r, Name of Architect,. l Ply/ t/ �A<;1 fil'IA� �' Address XVI Number of Rooms / Foundation Exterior �� Roofing 1 . Floors � Interior Heating a I .. Plumbing I'M fy Fireplace - Approximate Cost d Area /0 45 K Diagram of Lot and Building with Dimensions Feef�:� y „ N OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and.Regulations of the Town of.Barnstable regarding the above construction: `" Name llww .- Construction Supervisor's License _ i NEW ENGLAND TELEPHONE CO. No 34152 Permit For Alterations To Commercial Building 1 Location 49 Ocean Street Hyannis Owner New tin Te lephone hone - land ele P Type of Construction Masonry Plot Lot Permit Granted j anuary 30, 19 91, Date of Inspection 19 Date Completed 19 9 5 a PERMIT COMPLETED SHEV00ALIER ASSOCI Myles StandishBo ES INC. LUEUTE OF UINMOE D"TTQ& TAUNTON, MA 02780 1 DATE I JOB NO. (508) 823-1982 ATTENTION TO RE: ` AL apc > WE ARE SENDING YOU KAttached ❑ Under separate cover via_ the following items: ❑ Shop drawings Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 121 I A—( Q,OU1 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > As requested ❑ Returned for corrections ❑ Return corrected prints For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS A o 67 _j �O VY7 A K.AAh� (104AA 4 atffZ d4 C Y TO SIGNED: PRooucrzaas Ees Inc.,Gratm,Mm 01471. It enclosures are not as noted, kindly notify us at once. L � Oxley SPR Meeting Notes 10/31/96 1 Site Plan Review Meeting of October 31, 1996 Hearing Room, 2nd floor Barnstable Town Hall 367 Main Street, Hyannis Present: Ralph M. Crossen, Building Commissioner, Thomas J. Marcello, Project Engineer, Arthur Traczyk, Principal Planner, Thomas McKean, Director of Health Department, Donald Chase, Hyannis Fire Dept, and Anna Brigham, Site Plan Review Coordinator. Also in attendance were: Philip Holbrook and Scott Cohen from Bell Atlantic NYNEX Mobile.` David Kennedy for the Happy Clam. Mike Ford for the Informal for Whitehall Estates. Meeting was called to order at 9:05 and adjourned at 10:20 AM SPR-97-96 NYNEX Mobile, 49 Ocean Street,Hyannis, (326/025) • Proposal: Place a 365 sq.ft. prefabricated telephone equipment shed with associated electric service, foundation& accessories. Phil Holbrook and Scott Cohen presented the proposal. The Applicants want to attach 12 antennas to the present tower located next to town Hall. Antennas are 4 feet long mounted on brackets. Stated the service area needs to be improved/expanded. T will not increase in height,"but may need to structurally strengthen the existing tower.—Also want to add a shed for equipment. • Planning asked about the landscaping conditions that were imposed at that site - it was never completed. Cell One came through Site Plan over a year ago. Applicant stated they will be happy to complete the landscaping that was a condition given to Cell One. • Engineering asked if this will increase the micro waves being emitted. Applicant stated that they are regulated by the FCC and this proposal would not increase waves from what is acceptable by the FCC. Engineering requested time to review the report submitted to Site Plan regarding microwaves. • Health stated that the State measured the microwaves within Town Hall last year but the department questioned the outdated meter that was used. • Applicant offered to invite an expert in the field named Don Hayes to next Site Plan Review meeting if requested. • Discussion of storage shed. Applicant stated it will house computer switching equipment. No hazardous material will be stored other that diesel fuel needed for motor. • Health stated that must be registered with the Department. f • Building Commissioner asked about the switching equipment in shed. Stated it appears this shed is more an accessory structure as opposed to a shed. Discussed possible ZBA action needed. Applicant did not consider it an expansion of use. • CONTINUED 1 week. Applicant must submit a landscaping plan, invite Don Hayes to discuss microwaves and submit a legal narrative regarding whether ZBA action is not needed. gip. TELECOPP SunCom Fax:60389T,2301 Jan 25 '00 14:32. P.04 g0� L 0,2 5 nfic E( VIfTONfviEIVTAI'TECHNOLOGIES,INC ENGINEERS&ENVIRONMENTAL SCIENTISTS Decszzxbell" 1999 Mr,Ralph M.,Crossen Building Corntr►issioner Tow i'of 3amstable : . 367 Main Street Hyarinis,MA 02601 R WF1(/Telecwegn Bell AtImUc Ocean meet—H?N—017A Dear Mr.Crosstn, Tam writing this letter to serve notice that in accordance with Section 116.0 of the Massachusetts State Building Code,being a registered professional engineer I hereby certf6,that I have directly reviewed with responsible care all design(or construction)plans,computations and specifications concerniaag the above named pzoject prepared by Atlantic Envirormentral Technologies, Inc.,entitled Bell Atlantic Ocean.Street HX1J 017A. I further certify that I have:performed the,necessary professional services and was Tesponsibly in charge of work inspections to insure that the work was performed un.accordance with the documents approved for the,building permit with the exception of the following: .The Barnstable Tree warden required that the 5"caliper Dative Redwood tree as specified-in the site plans.' be planted in the Spring of 2000. Additioitally, I was responsible for the follcxving as specified in.Section 116.2.2_ 1' Review and approval of the qualikq control}sroeedtires for all code-required controlled rnaterial,& 2.. 'Special architectural or engineering professional inspection of ritical corsm etion components requiring controlled.materials or cowtruction specified in the accepted engineering practice standaTds: V1 ry truly yours, ATLANTIC EIVViR41v GIES,INC fit XA Rcbert L: Bodjiak,P.E. 1?rojEct gar s,�p �o���� AL �,Ncnar �7 ^p51 Imn A _ Nly ,rtissors i' ue Coen®r OtNee Park Coiner Rd We 07 p r : N.;Darlrnotiit�,l�fA-02'�'41 (5438�888-9'282 �FAX 888-58 ( C18)5.9'7 542 *FAX 999 40.6.f an ....er.al:adeinc@caPe M ama atlan�fc�a u�coc� F 4z P k':r�' �y.t. Gs?*r dab"}m.«ir,.}.-�} t 4'"r5 r x �.: v F>>x bn'' 'L S bR,iF'FfirrS. ">r,.p b"�>: .H ,.., w yf n 1•,, wT� i n 4i x n Engineering Dept. (3rd floor) Map !i Parcel 2 S f%� Permit# '-0 90, House# Date Issued 0 Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Q TCC��:✓ Fee / 3; Conservation Office(4th floor)(8:30-9:30/1:00_2:00) Planning Dept.(1st floor/School Admin. Bldg.) �1HE rq Definitive Plan Approved by Planning Board � 19 7 • BARNSTABLE. 39. TOWN OF BARNSTABLE. 'E° '''� r Building Permit Application f Project Street Address ; L} C2 s�r e JS Village Owner Vew /61p Address Q ZS Vk (30AY\. 0 2-ItD Telephone A ttlAa 1�c, - ruew E►�y►cz 1 l�� 3 --18 ct f Permit Request ocne-A .+t +i vp_ Vqs of Ae -}°owes a�� a• 1��a� of 65 y f .►uNA ftew woo 4no m ch si-;Y. tom. First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ 3% 000 Zoning District (Z(3- I keS, (4-1 Flood Plain G Water Protection A P Lot Size Grandfathered ❑Yes ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure 3 7 �4 rs. Historic House ❑Yes )JNo On Old King's Highway ❑Yes I,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 No.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 I New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization a Appeal# (G C1 .6 - I Recordedo gK 1 Z S.D 6 P 6 a 6 z Commercial aXes ❑No If yes, site plan review# ©$a - -I Current Use S.e\U'ohe. ,ex-J\knA� bl�s, i,,I -f ower Proposed Use Scu e- -t- PCS c McA,,AA si+e Builder Information Name �ehY� l,. ��i�-Z Telephone Number �©3- �'l 32 - 3� 9�, Address W P l - l O T Gi Iro- ow�ev A License# M 6 3`l • SLAn- C SoQ Home Improvement Contractor# N mw �➢ \� 63 0 L Z Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE " V DATE BUILDING PE T DENIED FOR THE FOLLOWING REASON(S) '� + FOR OFFICIAL USE ONLY , PERMIT NO. DATE ISSUED _ a MAP/PARCEL NO. - ADDRESS t VILLAGE + w " OWNER DATE OF INSPECTION:' FOUNDATION FRAME INSULATION FIREPLACE 1 ELECTRICAL: ROUGH - FINAL - PLUMBING: ROUGH FINAL" r _ GAS: ROUGH FINAL FINAL BUILDING h DATE CLOSED OUT { `R`{1 ASSOCIATION PLAN NO. ' _ Tlrc• Ct//1rlrrU/r11'Crllllr uf':3trrstiuclrutictts- ;! Deptirtnrrrlt of Industrial Accrdemrs Off CZfffIj7YZSffg.71VffS �::.....__� 600 ! axhi/rt,tu/r Strcct $t/sto/r.Mass. 03111 Workcrs' Compensation insurance Afridavit � -- _-- Plc'tse �'R INT'le�►iitly .l'Pitc•int intormatioti --- .-_._. .� ., name KO V,Y\ Y-N , city ��y h�5 M� nhnnr� (poi-2 1385 I am a homeowner performing_ ail work myself. I am a sole proprietor and have no one workin_ in an,% capacity �r lam an empiover providin_Aworkers' compensation form% employees working on this job. n cm •fmi• \Nir6ess � ,� c;1,`k;eo vac. m�nn,• � c ttirirrcc O TCAC 1�Oc�.CU�rL4 �5 SOl) C1.IN- NU51f\l/,a 03bb2 nitnne0- w - LA o 1- \ o O am a sole proprietor. -eneral contractor, or homeoly er(circle one) and have hired the contractors listed below wrx -c (he "oilowin_ worke. compensation police:: fnMrArTA nntnr- ltl rlrr«• Cff•" nI10nC�- inKiir^nrr rn rnrnnln%* �nmr• - -- nddrr— tit,•• nhnnc�' incnr^nre rn nniir`• ,loath additio_nsl sheet if necessary - --��" — - - - .\"`"_,,_�, :awe.^—.'•w.-- F;m urc to secure rimcrlcc as requfrcu under-ecnon-' A of t►1GL 1S:can lead to the Imposition of cnmtnai penalties of a line up to SI.SOU.UU anutur unc�cars' imprisonment a. ji ;Is ci,-ii penalties in the form of a STOP WORK ORDER and it fine ufSI00.00 a dad•against me. I understand that coP� of fhi..t;ltcJlll'flt n1:1% be fur.rarded to the atlice of in,-estigntions of the DIA for coveragc veriticadon. /rio herenr ccrriif•under the pains anti penalties ofperjur,•that the information prorided above is true and correct. Si=^aturc V g": 02 014 Datc -24 Print name Y— 1\ o`SoY-, Phone tr Etr• �(Ticial u�c univ do not,trite m this arcs to be compictcd by city or town otTiciai E pit, or tn,vn permitilicense d _- r"112uiidin,Department I=Liccnsing Huard L 1.. thcci;if immediate respunse is rcquirrd QSelectmen's orrice Cllcaith Department - phone tt• �Utticr contact ncrsnn: Information and Instructions Massac.'tusctts General Laws chapter 152 section _'5 requires all employers to provide work-ens' cc►mPettsttti011 emnlovees. .4s quoted from the -Law-. an et»ptorae is defined as every person in the sen•ice of a►u►thcr urtdc: contra of hire. =press or implied. onl or written. An emplarer is dcfned as an individual_ partnership. association. corporation or other legal entity, or any two c;r the Fore-going en._ued in a joint enterprisc. and includinL the legal representatives of a deceased cmplover, or rccciver or tntstce of an individual , partnership. association or other leCni entity, employ ens; employees. Ho«eV rn+•ner of a dwelling House having not more than three apartments and who resides therein. or the occupant of J,e d��cllin�_ !rouse of another Nvlto employs persons to do maintenance ;construction or repair work: on such dtiveilit:__ or oft the -trounds or {wilding appurtenant thereto shall not because of such employment be deemed to be .:n er:� MG;_ :banter !5: section 25 also states that even• state or local licensing abencj- shall withhold the issuance a: ��al of a license or hermit to operate a business or to construct buildings in the conimonivenith far :anti• leant Who lies not Produced acceptable evidence of compliance ivith the insurance coverage required. neither the commonwealth nor any of its political subdivisions shall enter into any contrart for:he pert6rniz:ace of public wort: until acceptable evidence of compliance with the insurance requirements of this he,--:, prezznted to the contracting authority. 77 Apphcnnts ML:zsc 'iil in the %vorkers' compensation affidavit completely, by checking the box that applies to your situation z::- su-::i%,inc company names. address and phone numbers as all affidavits may be submitted to the Department of nd striai .Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The .;Zti'it Should be returned to the cin• or town that the application for the permit or license is being requested. r :he Dcrarttrtet:t of'Industrial .Accidents. Should you have any questions regarding the "law- or if you are recu r o ob:a:n c workcrs• compensation policy. please call the Department at the number listed below. City or Ple��c :'e urc that the affidavit is complete and printed legibly. The Department has provided a space at tile 'oorc; - the for you to fiil out in the eti-ent the Office of Investigations has to contact you regarding the appiican:. be _ : to fill in the permit/license number which will be used as a reference number. The affidavits may be retur.., -:ie Dcoartment by mail or FAX unless other arrangements have been made. Tile -Jfficc of Investigations would like to thank you in advance for you cooperation and should you have any que=: piease do riot hesitate to __lye us a call. The Depar-unenrs address. teiepiione and fax number- The CommomveaIth Of Massachusetts Department of Industrial Accidents Eao=�r�� iP - :a'p Office of Investigations 600 Washington Street Boston, Ma. 02111 fax rr: (617) 727-7749 900 -106. 4f° or _ . -n� .. I ✓die �a�rurriaruueczCC`e a�.11a:ktac�uteCf DEPARTMENT OF PUBLIC SAFETY CONSTRUCTION-SUPERVISOR LICENSE Number Expires: Restricted 'e {' 00 JOHN L ,:.WHITE 15 PHEASANI'R0 , SACO, NE 04072 f Restricted To: 00 00 - 85,000 gf r u Space i (MGL C.112 S.60L) 1A Masonry only •1G ' & 2 Family Homes i Failure to possess a current edition of the Nssachus ,ts State Building Code i is cause lor revocation of this 11cense. 1 Map Parcel ermit# OC.6 1 Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:45) /!Z 3 L7i�Fee ��D o l�f3 �a C�I� sZ Engineering Dept.(3rd floor) House# • BARNSI'ABLE. 19 MABS EOCO R ph AS EI Cf TOWN OF BARNSTABLE coNs�ucriO4 &ox Building Permit Application Project Street Address q 0C.&-.A-,v T 7 0.4n,X)J;-A-6 c_L.�- Village OwnerAfza-Tdr �t3czt_-�.�.c��ic=�vv v[�c d4v6/u Address !_ G��/�-,y/G6h /�ZL_ Telephone /-Gs?-r 9 3 Z --t 2,9 0 f ,-Permit Request [=W L CP I AP-1 Ll i 5XV4:7_Q YJ A5t tl C. r�rue✓?/�S _ s'cz- � 7�isc/�L s� /3/2r c/.57—ioA.,-- First Floor $ square.feet Second Floor /,//t square''feet Estimated Project Cost $ a o a Zoning District /3 -/ Flood Plain Water Protection Lot Size 4 �S�.C> Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use -rL-Lc r14-aU L— !: etas pa c_- Proposed Use Construction Type CG/.7 CA-r r?(- Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished Old King's Highway Number of Baths No.of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel Central Air Fireplaces Garage: Detached Other Detached Structures: Pool Attached Barn None Sheds Other Builder Information ��0 Name il/�rear/- YrtG . &A4s)4 Telephone Number /✓r;l-17 6 Address 141 y oti oNc-l—> sho),c rle t 2! 'License# e S 0 316 4 S A6_c S O ;_, /'7 t Home Improvement Contractor# Worker's Compensation# W ep go.g/9 f y o NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE K --o-�� � DATE / �yy BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) — 9 FOR OFFICIAL USE ONLY PERMIT NO. si ` DIE ISSUED _' •. M P/PARCEL NO.€ ; r ADDRESS y VILLAGE OWNER DATE OF INSPECTION: ` FOUNDATION ; FRAME — � INSULATION FIREPLACE — ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH-w FINAL FINAL BUILDING pa DATE CLOSED OUT ' ASSOCIATION PLAN NO.5—,'_" ' 3a��as- �ra�co 3`f�s D3 —Bell 6�l�crfc. I PROJECT INFORMATION SCOPE OF WORK: MODIFICATIONS TO AT&T EQUIPMENT AT AN EXISTING WIRELESS TELECOMMUNICATIONS FACILITY _ SITE ADDRESS: 49 OCEAN STREET - - HYANNIS, MA 02601- PROPERTY OWNER: NEW ENGLAND TEL&TEL CO - ,� C/O VERIZON PROPERTY TAX DEPT at&t • P 0 BOX 152206 - IRVING, TX. 75015-2206 LATITUDE: 41.651769 LONGITUDE: -70.282116° , ANTENNA ELEVATION: 78-AGL(ALPHA&GAMMA) 6 AGL (BETA) SITE NAME: OCEAN STREET - HYANNIS .- JURISDICTION: [OWN OF BARNSTABLE - CURRENT USE: TELECOMMUNICATIONS FACILITY - - • . SITE.- N U M.B E R: 1,145 . PROPOSED USE: TELECOMMUNICATIONS FACILITY - - • _ NAME OF APPUCANT: AT&T MOBILITY - - - 550 COCHITUATE ROAD - SUITES 13 & 14 - FRAMINGHAM, MA 01701 VICINITY MAP SCALE: 1"=1000' DRAWING INDEX THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS a SHEET DESCRIPTION REV NOT TO'BE USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE OF THIS DOCUMENT IS AT THE SOLE RISK OF THE USER. •T01 TITLE SHEET 2 Qg 1 - .. G01 GENERAL NOTES 2 A01 COMPOUND PLAN&ELEVATION 2 D A02 ANTENNA MOUNTING PLAN&DETAILS 2 f � APPLICABLE BUILDING CODES AND STANDARDS A03 EQUIPMENT DETAILS 2 ,., .�.,�, `a o f 3 v r ro } •:. G ^t �,` - �'� �` •.�. E01 GROUNDING-DETAILS 2 SUBCONTRACTOR'S WORK SHALL COMPLY WITH PROJECT STANDARD NOTES,SYMBOLS AND.DETAILS (SEE DRAWING INDEX FOR STANDARD NOTES AND DETAILS INCLUDED WITH TYPICAL DRAWING PACKAGE). ' p a` ,��._ :, § ' i�; < to 4 - SUBCONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ..s.y s S:' F[,�7 nT 0 i' rr �� '.b 2 E ', ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE ..i +t,r ' s `a "• t a t 9 - 1[ AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE,OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: BOCA NATIONAL BUILDING CODE 1999 3 ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-99SB NATIONAL ELECTRICAL CODE (NEC 2005) .. ¢ `t 1 e•a `'�' 8+ S O AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH• r ° "��,�(, - •h i _, , `© � .•'°' � °' 25' ,*o �� I�c .;;';.�•, ' EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARD FOR ''_ ,.," •�r t.l r .'t_. ,yr' _k• STRUCTURAL ANTENNA f `" " - �� Az I• oh9.. - �, 1 k.•. w - kk TOWER AND ANTENNA SUPPORTING STRUCTURES: RA 607:COMMERCIAL BUILDING GROUNDING AND BONDING ='o e © ••^' a i���� i. u) -� ' REQUIREMENTS FOR TELECOMMUNICATIONS. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH Jp> q •' O 0� u" l - a• 4 4\�',��+�t a ' ' • _ RESISTIVITY, GROUND IMPEDANCE,AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 ! ; rR �� Wa \ / (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41, �, •' t it_ •.,a r\J-'T RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION % lm•, ` \` w 'GF � r� +Bli7ff �\ ^p?; CATEGORY 'C3"AND 'HIGH SYSTEM EXPOSURE") �I Y O�, o•.,.-.p - r -+u +lsfr \'e ``Y! rs y � r �;'. r .� - x�y 2 +\7�`IJ w�.a ♦ s3, - • FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS rf:,, _',�• i+ '.�a S ,, ° r '� E �'� 1 r/ �*�.}�q�Lr =* OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST.RESTRICTIVE REQUIREMENT SHALL GOVERN. _c» I ° -1- ='� •y5 8 fl10'� }�'' J 7�.7�"•' gay �, WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC ?" .'"r r> j' 1 .. ;Z PbrFk. 3i0 �&:,5' UNDERGROUND SERVICE ALERT REQUIREMENT SHALL GOVERN. AT 72 OURS PRIOR TO DIGGING, CONT OR IS REQUIRED TO CALL DIG AT 1-886-DIG-SAFE 2 12�03/12 ISSUED FOR CONSTRUCTION—REVISED DKJ AT&T MOBILITY tot BOSroN POST ROAD WEST ® �CHAPPELL OCEAN STREET-HYANNIS _ R.K. EXECUTIVE CENTRE AT&T MOBILITY 1 10/22/12 ISSUED FOR CONSTRUCTION- FINAL DKJ ENGINEERING 550 COCHITUATE ROAD SUITE 101 SITE#1145 �0:1 09/14/12 ISSUED FOR CON57RUCIlON DKJ TITLE SHEET P® ASSOCIATES,LLC MARLBOROUGH, MA 01752 au SUITES 13 & 14 0 08/15/12 ISSUED FOR REVIEW DKJ CJ J ' (508)481-7400 FRAMINGHAM, MA 01701 4 Ilr- St^.,:tvrdr{and st, �'Y�ig www.choppellengineering.COM 49 OCEAN STREET _,.,•'`- NO. DATE REVISIONS BY I CH ND. JOB NO. Otro.No.pEV. HYANNIS. MA 02601 AS SHOWN DESIGNED:DKJ DRAWN:D4 21.007 1145 T01 2 GENERAL NOTES: CONCRETE AND REINFORCING STEEL NOTES: ELECTRICAL INSTALLATION NOTES: 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301.ACI 318.ACI 336.ASTM A184,ASTM A785 AND THE 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: DESIGN AND CONSTRUCTION SPECIFlCATIONFOR CAST-IN-PLACE CONCRETE.CONTRACTOR-S+U 1.WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE.A OF THE NEC AND TELCORDA. • OWNER-AT&T HIGHER STRENGTH(4DOD PSI)MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 381 CODE 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND OEM-ORIGINAL EQUIPMENT MANUFACTURER REQUIREMENTS - TRANSPORT CABLING TO THE NEW BITS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 3.REINFORCING STEEL SHALL CONFORM TO ASTM A 615.GRADE 60,DEFORMED UNLESS NOTED OTHERWISE.WELDED WIRE CONTRACTOR FOR APPROVAL FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE.SPLICES SHALL BE CLASS 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION!S REQUIRED BY SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE 'B'AND ALL HOOKS SHALL BE STANDARD,UNO. ATTENTION OF CONTRACTOR. • THE NEC AND TELCORDIA. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 4.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH DRAWINGS: ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST AGAINST EARTH OR IN. T � - 5.EACH END OF EVERY POWER,GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH THE PERFORMANCE OF THE WORK. ., CONCRETE EXPOSED TO EARTH OR WEATHER: - COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV g6 AND LARGER..........................2 IN. PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC&OSHA,AND MATCH �5 AND SMALLER&WWF............1J¢IN. 4. ALL WORK CARRIED OUT SHALL COMPLY ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY EXISTING INSTALLATION REQUIREMENTS. - SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER i - OR.NOT CAST AGAINST THE GROUND: 6.POWER PHASE CONDUCTORS(LE., HOTS)SHALL BE LABELED WITH COLOR-CODED INSULATION OR 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. - SLAB AND WALL..........................i:IN. ELECTRICAL TAPE(3M BRAND,%INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION,OR EQUAL)l PHASE BEAMS AND COLUMNS................1$IN. CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REUIREMENTS ON THE D EQUIPMENT,APPURTENANCES, - ' 6. UNLESS NOTED OTHERWISE,THE WORK SHALL INCLUDE FURNISHING 5.A CHAMFER 'SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO,IN ACCORDANCE WITH ACI 301 SECTION 7.ALL ELECTRICAL COMPONENTS.SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 4.2.4. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE _ 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S ` 6.INSTALLATION OF CONCRETE EXPANSION WEDGE ANCHOR,SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED CONFIGURATION,POWER OR AMPACITY RATING,.AND BRANCH CIRCUIT ID NUMBERS(I.E.,PANELBOARD AND CIRCUIT ID-S). RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. PROCEDURE THE ANCHOR BOLT,DOWEL R ROD SHALL CONFORM TO MANUFACTURERS RECOMMENDATION FOR EMBEDMENT B.PANELBOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING CLEARLY LABELED WITH ENGRAVED LAMA.COID PLASTIC LABELS. • SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE STAINLESS STEELE OR HOT DIPPED - GALVINIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EXXXES 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT,POWER AND T1 CABLES,GROUNDING 10.POWER,CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR CABLES AS SHOWN ON THE POWER,GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE - 7.CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS (B}4 AND OR LARGER),600 V,OIL RESISTANT THHN OR TMWN-2,CLASS B STRANDED COPPER CABLE RATED EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE (IBC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; FOR 90'C WET AND D OPERATION;LISTED OR LABELED FOR THE LOCATION AND E RACEWAY SYSTEM USED, ACTUAL ROUTING WITH THE CONTRACTOR. (A)RESULTS OF CONCRETE CYUNDER TEST PERFORMED AT THE SUPPLIERS PLANT. (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. -- - UNLESS OTHERWISE.SPECIFIED. _ 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND FOR GREATER TRAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYUNDER TEST. - :11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(a6 AYlG OR " STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION R T T T R RGER),600 V.OIL GREEN INSULATION,CLASS 8 STRANDED COPPER CABLE RESISTANT THHN OR HWN-2 G OF THE OWNER. 8.AS ALTERNATIVE TO ITEMINITIALLY7.TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF LA - - CONCRETE FROM EACH DIFFERENT NT BATCH PLANE. RATED FOR 90'C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM -• 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL - - USED,UNLESS OTHERWISE SPECIFIED. - • - CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED 9.EQUIPMENT SHALL NOT BE PLACED ON NEW.PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT IS VERIFIED BY 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE,SHALL BE SINGLE TO THE OWNER'S DESIGNATED LOCATION. r CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. • 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. - STRUCTURAL STEEL NOTES: _ CONDUCTOR S3 AWG SOLID TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. 13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,TYPE TC - 13.THE SUBCONTRACTOR SHALL SUPERVISE.AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR •. 1.ALL STEEL'WORK SHALL BE PAINTED OR GALVINIZED IN ACCORDANCE WITH THE DRAWINGS UNLESS OTHERWISE NOTED. - CABLE(#34 AWG OR LARGER),600 V,OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE •- SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIpUES,SEQUENCES,AND STRUCTURAL STEEL SHALL BE ASTM-A-36UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.STEEL DESIGN; RATED FOR 90'C(WET AND DRY)OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)-MANUAL, USED,UNLESS OTHERWISE SPECIFIED. - / 14.SUBCONTRACTOR SHALL NOTIFY-CHAPPELL 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFIW OF STEEL CONSTRUCTION'. NGS ` R 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE,COMPRESSION WIRE LUGS AND TRENCHES,SEALING ROOF AND WALL PENETRATIONS&POST DOWNS,FINISHING NEW WALLS OR FINAL 2.ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS DIA. - WIRENUTS BY THOMAS AND SETTS(OR EQUAL). LUGS AND WIRENUIS SHALL BE RATED FOR OPERATION AT NO ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC'MANUAL OF STEEL LESS THAN 75-C(90-C IF AVAILABLE). 15.NOT USED. CONSTRUCTION%9TH EDITION.PAINTED SURFACES SHALL BE TOUCHED UP. 15.RACEWAY AND CABLE TRAY SHALLBE USTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH - 16.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY 3.BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS(.y4'o)AND SHALL HAVE MINIMUM OF TWO BOLTS _ - _ NEMA,UL ANSI/IEEE,AND NEC. WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. UNLESS NOTED OTHERWISE. . 16.NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 4.NON-STRUCTURAL-CONNECTIONS FOR STEEL GRATING MAY USE W DIA.ASTM A 307 BOLTS UNLESS NOTED OTHERWISE 17.ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(I.E.,RIGID PVC SCHEDULE 40,OR 17.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY - 5•INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL.BE PER MANUFACTURER'S WRITTEN RECOMMENDED RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT PROCEDURE THE ANCHOR BOLT,DOWEL OR ROD SDHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR INDOOR LOCATIONS. - MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL 18.ELECTRICAL METAWC TUBING(EMT),ELECTRICAL NONMETALLIC.TUBING(EFT),OR RIGID NONMETALLIC APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. WHEN DRILLING HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. AN - ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL IXPANSION/WEDGE ANCHORS SHALL BE STAINLESS - - - 18.SINCE THE CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH STEEL OR.HOT DIPPED GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL 19.GALVANIZED STEEL.INTERMEDIATE METALLIC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY. - - - - WORK THAT COULD EXPOSE THE WORKERS TO DANGER.PERSONAL RF EXPOSURE MONITORS ARE TO,BE WORN 6.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL "`t 20.RIGID NONMETALLIC CONDUIT(I.E.,RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE " _ - - TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. - - .STEEL _ USED UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR.ENCASED IN • - - - REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. -7.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. - - SITE WORK GENERAL NOTES: • 21.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(UQUID-TTE FLEX)SHALL BE USED INDOORS AND SOIL COMPACTION NOTES FOR SLAB ON GRADE: OUTDOORS,WHERE V18RAT10N OCCURS OR FLEXIBILITY IS NEEDED. • 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION: 1.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBCRADE AND PLACE CRUSHED STONE 22.CONDUIT AND TUBING FIRINGS SHALL BE THREADED DR COMPRESSION-TYPE AND APPROVED FOR THE, - - 2.ALL EXISTING ACTIVE SEWER,WATER,GAS.ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE AS REQUIRED. LOCATION USED. SETSCREW FIRINGS ARE NOT ACCEPTABLE. e - PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALT. BE RELOCATED AS 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR _ 23.CABINETS,BOXES,AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE DIRECTED-BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS ENGINEER IS ACCEPTABLE. WITH NEMA UL ANSI/IEEE,AND NEC. AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE-UNDISTURBED SOIL'BASE SHALL BE COMPATCTED WITH __ 24.CABINETS,BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE 'COMPACTION EQUIPMENT".LISTED BELOW,TO AT LEAST 9D%MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AN 3.ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. C. - ( Y) D INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN - DOWNWARD;-SHALL BE PANDUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BERET)INDOORS,OR NEMA 3R , 4.IF NECESSARY,RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN (OR BETTER)OUTDOORS. DISPOSED OF LEGALLY. 3'LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH 10=PASSING#1 SIEVE. - ` 26.EQUIPMENT CABINETS,IERMULLL BOXES,JUNCTION BOXES,AND PULL BOXES SHAH BE GALVANIZED OR S.THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE EPDXY-COATED SHEET STEEL SHALL MEET OR EXCEED UL 50,AND RATED NEMA 1 (OR BETTER)INDOORS, 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT COMPACTOR(SUCH AS BOMAG BPR 3D/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAG BIN 55E). OR NEMA 3R(OR BETTER)OUTDOORS ' BE PLACED IN ANY FILL OR EMBANKMENT. AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND - - 1 COMPACTED AS STATED ABOVE 27.METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED.OR NON- 7.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED,SURFACE CORRODING;SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) APPLICATION. I COMPACTION EQUIPMENT: INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. _ 8.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICHANTERFERE WITH THE.EXECUTION OF THE _ 1•HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. 28.NONMETALLIC RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE - _ RATED NEMA 1 (OR BETTER)-INDOORS,OR WEATHER PROTECTED.(WP OR BETTER)OUTDOORS. WITH THE EXECUTION OF THE WORK,'SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES.I CONSTRUCTION NOTES: I - 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED.BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT OR 1.FIELD VERIFICATION: - BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION As SPECIFIED IN THE PROJECT SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND SPECIFICATIONS. BE REPLACED. DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. 10.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF 2.COORDINATION OF WORK: REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. - 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE FfR THE PROJECT SPECIFICATIONS,NEC CONTROL AND ALL APPLICABLE LOCAL CODES. 3.CABLE LADDER RACK: - 32.CONDUIT ROUTINGS ARE ' QF 0 ALL INSTALL CONDUITS SO THAT ACCESS TO 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE AT&T SPECIFICATION FOR SITE SIGNAGE. SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK,CABLE TRAY,AND CONDUIT AS REQUIRED EQUIPMENT IS NOT BLOCK ! TO SUPPORT CABLES TO THE NEW STS LOCATION. - KA Q CHAPPELL OCEAN STREET-HYANNIS + 2 12/03/12 ISSUEDFOR CONSTRUCTION - REVISED oKJ T&TMOBILITY R.K. EXECUTIVE CENTRE ENGINEERING 201 BOSTON POST ROAD WEST AT&T MOBILITY 1 10/22/12 55ltED FOR CONSIRUCTON - FIK N DKJ _ SUITE 101 SITE#1145 550 COCHITUATE ROAD 0.1 09/14/12 ISStJED FOR CONSTRUCTION GENERAL NOTES ® ASSOCW7ES,LLC MARLBOROUGH.MA 01752 aut SUITES 13 & 14 o8/ts/t2 IssLlm FOR REVIEW (508)481-7400 - FRAMINGHAM, MA 01701 0 309 Crol$t,��Vd t- d$L'rc.ng www.chappeliengineering.com 49 OCEAN STREET _ NO. DATE, REVISIONS JO[ FO JOB NO. DWMUCL NNO. HYANNIS, MA 02601 AS SHOWN DESIGNED OKJ DKJ 1221.007 1145 G01 2 At NOTES: i. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS AND 7. ALL(E)ACTNE SEWER,WATER,GAS, ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK?SHALL BE - MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. PROTECTED AT ALL TIMES,AND WHERE REQUIRED FORTHE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILUNG 2. ALL DIMENSIONS SHOWN THUS i ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. - ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VERIFY ALL DIMENSIONS WITH PROJECT OWNER PRIOR TO CONSTRUCTION. 8. ALL(E)INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE WORK, 3.' NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORTH. PRIOR TO THE START OF SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH CONSTRUCTION,ORDERING OR FABRICATING OF ANTENNA MOUNTS,CONTRACTOR SHALL CONSULT WITH PROJECT THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. , OWNER'S RF ENGINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. 9..THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT,DRIVEWAY OR GRAVEL. 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS SHALL BE GRADED TO A UNIFORM SLOPE,FERTILIZED,SEEDED AND COVERED WITH MULCH UNLESS OTHERWISE NOTED. - " AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER,THE STATE, 10. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES DURING COUNTY OR LOCAL GOVERNMENT AUTHORITY. CONSTRUCTION,AS REQUIRED. ' 5. COORDINATION,LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE - - RESPONSIBILITY OF THE CONTRACTOR. 6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. EXIST.PANEL ANTENNAS IN POSITION /1 RELOCATED TO POSITION/3 PROP.AT&T ANTENNAS (1 PER SECTOR,TOTAL OF 3) 1 5 I - MOUNTED TO EXIST. LATTICE TOWER A02 A02 . (2 O 78-& 1 O 66) O 3n \ C EXIST 4)AT&T PANEL ANTENNAS ALPHA&GAMMA EL 78-0'AGL PROP._12 PANEL ANTENINAS _ I - EL 78-0-AGL - EXIST.BUILDING PROP.AT&T ANTENNAS 1 5 I + PROP.AT&T RRUS MOUNTED TO (1 PER SECTOR,TOTAL OF 3) - 2 EXIST.SECTOR FRAME TO REPLACE EXIST,ANTENNAS AO2 AD2 oj4XIST 2)AT&T PANEL ANTENNAS BETA) - Ao2 (2 PER SECTOR,TOTAL OF 6) EL.=66'-O"AGL (4 O 78'&2 O 66) _ PROP.AT&T RRUS MOUNTED TO y 0q.PROP.S1 PANEL ANTEN1 .. _ EXIST.SECTOR FRA11E -0-AGL SURGE (2 PER SECTOR TOTAL OF 6) PD2 ) I 2 MOUNTED TO TO EXIST. SECTOR FRAME PROP.9E SURGE ARRESTOR y - •PROP. t0E SURGE ARRESTOR 2 A02 (2 00 78'& 1(1 PER TEAL OF 3) .. MOUNTED TO EXIST.SECTOR FRAME AD2T \ MOUNTED TO EXIST.TOWER LEG A02 (1 PER SECTOR,TOTAL OF 3) • - z x PROP. FIBERADJACENT &(2) XI CABLES x x - . ROUTEDD ADJACENT TO EXIST.COAX x x x PROP.POWER PLANT CABINET - WITHIN 3'O.D.FLEX CONDUIT AS REWD _ - WITHIN EXIST.EQUIPMENT SHELTER llAp3 I - PROP.AT&T RADIO EQUIPMENT - z EXIST.PANEL ANTENNAS IN y ` .WITHIN PROP. 23-EQUIPMENT RACK A03 / - . POSITION►1 RELOCATED - PROP (1)FIBER&(2)DC- CABLES ROUTED ADJACENT ., TO POSITION i3 � . TO EXIST.COAX PANEL ANTENNAS EXIST. ' EXISL ) AT&T�, - - (2 P£R SECTOR, TOTAL 9F 6 PROP. GPS ANTENNA MOUNTED TO 3 EQUIPMENT SHELTER MOUNTED TO EXIST.LATTICE TOWER EXIST. EQUIPMENT SHELTER, A02 ADJACENT TO EXIST.GPS ANTENNA - - `2 PROP. 10E SURGE ARRESTOR. I - , MOUNTED TO EXIST.TOWER LEG PROP. POWER PLANT CABINET . A02 WITHIN EXIST. EQUIPMENT SHELTER A03 PROP.GPS ANTENNA MOUNTED TO 3 _ EXIST.EQUIPMENT SHELTER. ExisT. Toa - - _ ADJACENT TO EXIST.GPS ANTENNA A02 LATTICE I PROP.AT&T RADIO EQUIPMENT �x�xsr.FENCE TOWER WITIHINITHIN PEXIST.23'EQUIPMENT EQUIPMENT SHELTER A03 �x EXIST.GPS ANTENNA MOUNTED TO EXIST.EQUIPMENT SHELTER - - EXIST.AT&T EOUIPMENT SHELTER GROUND LEVEL 0'-0"(AGLJ - - t e _ COMPOUND PLAN COMPOUND I SCALE:1'- 5' A01 - SCALE:1/8" 1. OF AO1 0 2'-6- V 10' 15' MECHAPPELL OCEAN STREET-HYANNIS 2 12/03/12 ISSUED FOR CONSTR1k71oN- RASED DKJ ((� &T. MOBILITY R.K. EXECUTIVE CENTRE AT&T MOBILITY 1 10/22/12 WUED FOR CONSTRUCTION-FINAL DKJ ENGINEERING 201 BOSTON POST ROAD WEST ���� 550 COCHITUATE ROAD SUITE 101 SITE#1145 0.,09/14/12 ISSUED FOR CONSTRUCTION DKJ ♦ COMPOUND PLAN & ELEVATION MARLBOROUGH. MA 01752 i SUITES 13 & 14 • 2 ASSOCIATES,LLC (508)481-740D \ ;�, FRAMINGHAM, MA 01701 0 08/15/12 ISSUED FOR REVIEW DKJ + CIWI StroctUr.lt www.chappellengineering.com 49 OCEAN STREET N0. DATE REVISIONS BY CN No. - JOB N0. I DwO.NO.REV. HYANNIS, MA 02601 SCALE.11-10'-01 DESIGNED:DKJ DRAWN:D At 221.007 1145 A01 2 l �c PROP. PANEL ANTENNA EXIST. PANEL ANTENNAS IN P��� (1 PER SECTOR,TOTAL OF 3) POSITION it TO BE / RELOCATED TO POSITION 13 PROP. (1) FIBER& (2) DC CABLES ROUTED ADJACENT TO EXIST. COAX , J PROP. TOE SURGE ARRESTOR MOUNTED TO EXIST. TOWER LEG EXIST.PANEL ANTENNA (2 PER SECTOR, TOTAL OF 6) GAMMA MOUNTED TO EXIST.LATTICE TOWER Um IS PROP. AT&T RRUS MOUNTED TO EXIST. SECTOR FRAME (2 PER SECTOR,.TOTAL OF 6) _-.- EXIST LATTICE TOWER 1 ° EXIST LATTICE TOWER PROP. 9E SURGE ARRESTOR MOUNTED TO EXIST. SECTOR FRAME EXIST. PANEL ANTENNAS IN uMTS J (1 PER SECTOR,TOTAL OF 3) c /Q POSITION #1 RELOCATED Mrs TO POSITION /3 { GAMMA_ .n ,. LTE �i� EXIST. ANTENNA MOUNTING PLAN 4 PROP. ANTENNA MOUNTING PLAN r, SCALE:1/4• l'-0- A02 SCALE:1/4• l'-0' A02 = PROP. 2-0 SCH. 40 - ANTENNA MOUNTING PIPE ----- ----- EXIST..ANTENNA O . SECTOR FRAME . • EXIST. TOWER LEG PROP.Y.-O U-BOLT CPS ANTENNA FOR 2'0 PIPE o - COLLAR BRACKET - A. MOUNT KIT - - PROP. PANEL ANTENNA A02 MIN IWO ALL PROPOSED EQUIPMENT SI>L 40 a IS*LG.• I I MIN SS OR GALv PIPE TO BE INSTALLED WITHIN PLANE OF ANTENNA PROPOSED DUAL PA RRU PROP. (2) RRUS ON 2 I EXIST. SECTOR FRAME A02 - II o GROUND GPS MOUNTING STRUCTURE HACK SHELTER ROOF I TO EXTERIOR GROUND SYSTEM W/#2 PROP. COMSCOPE r L3x3x3(e GALVANIZED ANGLE SOUD BARE TINNED AND ATTACHED W/2 PIPE MOUNT KTT HOLE LUG. P/N: MT-219-H 2 PROP. 9E SURGE 0 0 MOUNT TO EXIST. MOUNTED TOST.BUILDING WITH(2) A02 EXIST. SECTOR FRAME W EXPANSION BOLTS(TYP.) .. - . • - - WELD PIPE TO ANGLE OR MOUNT WITH(2) _ -------------------- -- ------------------ ---- ----_ _ GALVANIZED N U BOLTS AND HARDWARE " JS#COAX CABLE MNIMUM— a BENDING RADIUS PER PROP. 10E SURGE ARRESTOR 2 PROPOSED-FIBER/DC MANUFACTURERS STANDARD ON EXIST. TOWER LEG ao2 PROPOSED DUAL BAND ANTENNA DISTRIBUTION-FIBER/DC PROPOSED SURGE SUPPRESSION (MOUNT BELOW RRU) ANTENNA DETAIL 1 EQUIPMENT DETAILS 2 GPS MOUNTING_ DETAIL MOUNTING ELEVATION B 1 SCALE:N.T.S. 501 SCALE:N.T.S. A02 - - TSCALE: NOT TO SCALE A02 SCALE:1'=1' A02 P'mASSOCIATES,LLC CHAPPELL R.K. EXECUTIVE CENTRE OCEAN STREET-HYANNIS ,. 2 12/03/12 SSIIED FOR CONSTRUC110N— REVISED oKr Ca5 CLEME J. T&T MOBILITY a AT&T MOBIUTY 1 10/22/12 ISSUED FOR CONSTRUCTION— FINAL DKJ CJS ENGINEERING 201 BOSTON POST ROAD WEST ���� 550 COCHITUATE ROAD SUITE 101 0.1 09/14/12 ISSUED FOR CONSTRUCTION OK.I MARLBOROUGH,MA 01752 SITE#1145 ! SUITES 13 & 14 NTENNA MOUNTING PLAN & DETAILS 0 08/15/12 ISSUED FOR RENEW (soe)aat-7aoo FRAMINGHAM, MA 01701 dcl 0.d 6'r,JI,a!L v I$Lu1IIg www•chappellengineering.com 49 OCEAN STREET ` N0. DATE REVISIONS BY CH N0. JOB NO, 0110.ND.REV. HYANNIS, MA 02601 SCALE.°AS SHOWN DESIGNED:DKJ DRAWN:D S 1.007 1145 A02 2 \ -` 200A C.B. E- SURGE BTS 2 ELEC. PANEL ` BTS 3 PROP. REIS 6601, SURGE SUPPRESSION C 1 SYSTEM, MOUNTED IN PROP. 23-EQUIPMENT e rs I A03 RACK WITHIN EXIST EQUIPMENT SHELTER Res .. 1 3206 BAT ERY RACK PROP. RACK MOUNTED SURGE T SUPPRESSION SYSTEM RRU (DC6-48-60-RM) [:EAGE RACK - 00 � a i c� PROP. RACK MOUNTED ® m® 30.0• T i 3 PROP. POWER PLANT CABINET ERICSSON REIS 6601-1:1EA03 WITHIN EXIST EQUIPMENT SHELTER; - HYANNIS - RADIO DESK POK'ERWAVE PROP. (1) FIBER& (2) DC CABLES ROUTED ADJACENT TO EXIST. COAX WITHIN 3'O.D. FLEX CONDUIT AS REQ'D ARGUS PROP.TELECT 23• PROP. GPS ANTENNA MOUNTED UNEQUAL FLANGE RACK \\ 3 OR APPROVED EQUAL \\ / A02 TO EXIST. EQUIPMENT SHELTER i [1,1 PLAN GPS ANTENNA MOUNTED FRONT VIEW. PLAN VIEW TO EXIST EQUIPMENT SHELTER EQUIPMENT RACK 1 POWER PLANT DETAIL g EQUIPMENT SHELTER LAYOUTgSCALE:N.T.S. A03 SCALE:NOT TO SCALE A03 SCALE:1/2'- 1'-0• t�OF ® CHAPPELL OCEAN STREET-HYANNIS - _ 2 12/03/12 ISwED FOR cONs,RucTtoN- REVISED DKJ cJs CLE A OBILITY R.K. EXECUTIVE CENTRE - AT&T MOBILITY 1 10/22/12 ISSUED FOR CONSTRUCTION- FINAL OKJ CJS ENGINEERING 201 BOSTON POST ROAD WEST 550 COCHITUATE ROAD y EQUIPMENT DETAILS SUITE 101 SITE#1145 � &t 0.1 09/14/12 Issum FOR CONSTRUCTION DKr 'p ® ASSOCIATES,LLC MARLBOROUGH,MA 01752 SUITES 13 & 14 0 08/15/12 ISSUED FOR RENEW pKJ 382 (508)481-7400 r FRAMINGHAM. MA 01701 C,I$I%�fb31 L,L'J sd"L'yiflo www.chappellengineering.com 49 OCEAN STREET --„- NO. DATE REVISKM,S lTt' K NO. J�N0. OM&ND.REV. HYANNIS, MA 02601 •AS SHOWN IDESIGNM.OK) DRAWN:DKJ 1.007 1145 A03 2 L _ f 10 GROUNDING NOTES 1.THE SUBCONTRACTOR SHALL RENEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR STRICT COMPLIANCE WITH THE NEC 1.GO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT (AS ADOPTED BY THE AHJ),THE SITE—SPECIFIC(UL LPI,OR NFPA)LIGHTING PROTECTION CODE.AND GROUND WIRE DOWN TO ANTENNA GROUND BAR. GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS.THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 12'TO 24' 2 WEATHER PROOFING SHALL BE TWO—PART TAPE KIT.COLD SHRINK SHALL NOT BE USED. - 2.ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,UGHTNING PROTECTION, TO ANTENNAS AND AC POWER GES'S)SHALL BE BONDED TOGETHER,AT OR BELOW GRADE,BY TWO OR MORE COPPER ANTENNA CABLE BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3.THE SUBCONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING(PER IEEE LIDO AND 81)FOR NEW GROUND ELECTRODE SYSTEMS. WEATHERPROOFING KIT TX1 RX1 TX2 RX2 WEATHERPROOFING 4.METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. '(SEE NOTE 3) KIT(TYP.) STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ACCORDANCE WITH THE NEC,SHALL CABLE GROUND KIT COAX JUMPER GROUND KIT(TYP.) BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. - 06 AWG STRANDED COPPER GROUND (TYP') (SEE NOTE) 5.THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED WIRE(GROUNDED TO GROUND BAR)(SEE TO ACHENE A TEST RESULT OF 5 OHMS OR LESS ON TOWER SITES AND 10 OHMS OR LESS ON - NOTE 1 &2) CONNECTOR ROOFTOP SITES.WHEN ADDING ELECTRODES,CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE WEATHERPROOFING 1 , , a6 AWG BETWEENTHE ADDED ELECTRODE ANDANY OTHER EXISTING ELECTRODES EQUAL TO THE BURIED LENGTH OF - NOTES: KIT(TYP.)THE ROD.IDEALLY,CONTRACTOR SHALL STRIVE TO KEEP THE SEPERATION DISTANCE EQUAL TO TWICE THE SEE NOTE 2 ANTENNA GROUND BAR, BURIED LENGTH OF THE RODS. 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT SIMILAR TO DETAIL 3 WITHOUT - GROUND WIRE DOWN TO GROUND BAR. % INSULATORS.BONDED DIRECTLY 6.EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE ANTENNA CABLE TO TOP OF MONOPOLE OR - TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER. 2.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR TO BTS EQUIPMENT TOWER. RECOMMENDED BY CABLE MANUFACTURER. (TYP.) - _ 7.APPROVED ANTIOXIDANT COATINGS(I.E..CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL 3. TO ANTENNA B2/0 GREEN WEATHER PROOFING SHALL BE TWO—PART TAPE SUPPLIED WITH KIT. E------ -----�INSULATED TO COMPRESSION AND BOLTED GROUND CONNECTIONS COLD SHRINK SHALL NOT BE USED. SUPPORT PIPE LOWER CIGBE S.COAX BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR USING TWO—HOLE MECHANICAL TYPE BRASS CONNECTORS. CONNECTION OF CABLE GROUND CONNECTION OF GROUND WIRE 9.ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING KIT TO ANTENNA CABLE TO GROUNDING BAR CONNECTIONS. - - PROPOSED LTE PANEL ANTENNA - 10.MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES,FRAMES AND SUPPORTS SHALL BE - "DETAIL 3 - - DETAIL 4 BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC. m- •- '`• SCALE:N.T.S. E01` SCALE:N.T.S. E01 ` 11.METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. - 12.GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS - - METALLIC CONDUITS,METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, 1%"0 COAX CABLE - _ NON—METALUC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL - mp ALL) • - CONDUIT IS UNAVOIDABLE(E.G.,NON—METALLIC CONDUIT PROHIBITED BY LOCAL CODE)THE GROUND a CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 13.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED.,BACK—TO—BACK - - CONNECTIONS ON OPPOSITE SIDES OF THE GROUND ARE.PERMITTED. Lh 7pp Lff AWS- — - REMOTE RADIO REMOTE RADIO 14.THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND HEAD UNIT HEAD UNIT CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN.THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. - - 15.USE OF 90'BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 49 I BENDS CAN BE ADEQUATELY SUPPORTED.IN ALL CASES,BENDS SHALL BE MADE WITH AMINIMUM BEND DC-POWER CABLE - 4 - 0 2 RADIUS OF 8 INCHES. W 16.EACH INTERIOR TRANSMISSION CABINET FRAME/PUNTH.SHALL BE DIRECTLY CONNECTED TO THE 0 711 MASTER GROUND BAR WITH 8 AWG STRANDED,GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND FIBER CABLE 16 AWG FROM WIRE UNLESS NOTED OTHERWISE IN THE DETAILS.EACH OUTDOOR CABINET FRAME/PLINTH SHALL BE ANTENNA CABLE DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH 2 AWG SOLID TIN—PLATED COPPER WIRE GROUND KIT oo oJ.o °To o u UNLESS NOTED OTHERWISE IN THE DETAILS. - SURGE ARRESTOR _�3 ®e 1 SEE DETAIL 508A 17.EXOTHERMIC WELDS SHALL BE USED FOR FOR ALL GROUNDING CONNECTIONS BELOW GRADE _ r GROUND BAR 1' CONNECTIONS TO ABOVE GRADE UNITS SHALL BE MADE WITH EXOTHERMIC WELDS WHERE PRACTICAL OR ON WALL,WITH 2 HOLE MECHANICAL TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE INCLUDING SET FLOOR OR ON - LEGEND SCREWS,HIGH PRESSURE CRIMP CONNECTORS MAY ONLY BE USED WITH WRITTEN PERMISSION FROM ANTENNA TOWER - 1— COPPER GROUND BAR,Y-X4-X20-,NEWTON INSTRUMENT CO. TEL BECH TELECOMMUNICATIONS MARKET REPRESENTATIVE. - CAT.NO.B-6142 OR EQUAL HOLE CENTERS TO MATCH NEMA 18.ALL EXTERIOR GROUND CONNECTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING, DOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SIZE WILL , SHALL BE 2 AWG SOUD TIN—PLATED COPPER UNLESS OTHERWISE FIBER/POWER INDICATED. - VARY BASED ON NUMBER OF GROUND CONNECTIONS) _ - JUNCTION BOX (2)NVO DC 1 u O O O O 0 2— INSULATORS,NEWTON INSTRUMENT CAT.NO.3061-4 OR EQUAL 19.ALL WIRE TO WIRE GROUND CONNECTIONS TO THE ANTENNA GROUND RING SHALL BE FORMED USING POWER CABLE - HIGH PRESSURE CRIMPS OR SPLIT BOLT CONNECTORS WHERE INDICATED.IN THE DETAILS. I OO O�O O O O O O�O 3— 5/8-LOCKWASHERS,NEWTON INSTRUMENT CO. 20.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL O CAT.NO.3015-8 OR EQUAL 21.ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE HAZARD COPPER COMPRESSION CAP (12)PAIR BUNDLED - 'TWO HOLE LUG,OR 4— WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. CONNECTORS MAY BE USED FOR WIRE TO WIRE CONNECTORS.2 HOLE MECHANICAL TYPE BRASS FIBER CABLE NOTES: EXOTHERMIC WELD TO BE CAT NO.A-6056 OR EQUAL CONNECTORS WITH STAINLESS STEEL HARDWARE,INCLUDING SET SCREWS SHALL BE USED FOR USED WITH e2 AWG BCW CONNECTION TO ALL ROOFTOP TRANSMISSION EQUIPMENT AND STRUCTURL STEEL - 5— 5 8-11 X 1-HHCS BOLTS,NEWTON INSTRUMENT CO. 1 TUNA SHOWN, TO BUILDING SER..GROAN /ONE PROPOSED ANTE S 0 D _ ALL SECTORS SIMILAR. OR GROUND RING CAT N0.3012-1 OR EQUAL 22.BOND ALL METALLIC OBJECTS WITHIN 6 Fi.OF THE BURIED GROUND RINGWITH 2 AWG SOLID MAIN TIN—PLATED COPPER GROUND CONDUCTOR.DURING EXCAVATION FOR NEW GROUND CONDUCTORS.IF (BASELAND) POWER PLANT 2. NO MODIFICATIONS TO EXISTING •—GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES 6— INSULATORS SHALL BE EUMINATED WHEN BONDING DIRECTLY TO EXISTING GROUND CONDUCTORS ARE ENCOUNTER,BOND EXISTING GROUND CONDUCTORS TO NEW _ UNIT ANTENNA PLUMBING REQUIRED. SHALL ONLY USE EXOTHERMIC WELDS. TOWER/MONOPINE STRUCTURE.CONNECTION TO TOWER/MONOPINE CONDUCTORS. EXISTING ANTENNAS NOT SHOW STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS FOR CLARITY. INSTALLATION OF GROUND, 3. SEE FINAL RF DATA SHEET FOR WIRE TO GROUND BAR GROUND BAR DETAIL ANTENNA CONFIGURATION. ONE LINE PLUMBING DIAGRAM 5 ; DETAIL 1 DETAIL 2 SCALE:NOT TO SCALE EOT SCALE:N.T.S. E01 - SCALE:N.T.S. E01 1 _ 2 12/03/12 ISSUED FOR CONSTRUCTION- REVISED DKJ AT&T MOBILITY CHAPPELL OCEAN STREET-HYANNIS � - �'� _ CLEME d. _ R.K. EXECUTIVE CENTRE ENGINEERING 201 BOSTON POST ROAD WEST AT&T MOBILITY 1 10/22/12 ISSUED FOR CONSTRUCTION— FINAL DKJ - SUITE 101 $SO COCHTTUATE ROAD 0.1 09/14/12 ISSUED FOR CONSTRUCTION DKJ GROUNDING DETAILS �� � SITE#114$ ASSOCIATES,LLC MARLBOROUGH, MA 01752W,m SUITES 13 & 14 0 OB/15/12 ISSUED FOR RENEW DKJ - (508)481-7400 FRAMINGHAM, MA 01701 0I t Stf—•J,a1 i a Si,+�A)q www.chappeliengineering.com 49 OCEAN STREET REV.z .J , NO. DATE REVISIONS BY NO. HYANNIS, MA 02601 .ae NO. TRIG�• 'AS SHOWN DESIGNED:DKJ DRAWN: 1.007 1145 E01 2 DRAWING INDEX REV PROJECT INFORMATION T-1 TITLE SHEET 1 GN-1 GENERAL NOTES 1 SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS TO INCLUDE A-1 ANTENNA LAYOUT AND ELEVATIONS 1 THE ADDITION OF AN EQUIPMENT CABINET AND REPLAC.EMNET OF ANTENNAS. A-2 EQUIPMENT ROOM PLAN 1 SITE ADDRESS: 49 OCEAN STREET ngular A-3 DETAILS ' HYANNIS, MA 02601 G-1 GROUND BAR AND ONE-LINE DIAGRAM 1 LATITUDE: 41,651700 N 41' 39' &1" N WIRELESS RF-1 ANTENNA CONFIGURATION 1 COLOR CODING_ i LONGITUDE: -70.282200 W -70' i 6' 55:9" W JURISDICTION: NATIONAL. STATE & LOCAL CODES OR ORDINANCES CURRENT USE: TELECOMMUNICATIONS FACILITY SITE NUMBER: 1145 PROPOSED USE: TELECOMMUNICATIONS FACILITY NOC# 866-915-5600 SITE NAME: HYANNIS CONSTRUCTION PM: LUCENT TECHNOLOGIES .(978) 952-1259 LAND USE PM: LUCENT TECHNOLOGIES (978) 952-1259 GENERAL NOTES VICINITY MAP APPLICABLE CODES AND STANDARDS ION DESIGN PROPERTY AND COPYRIGHTED WORK OF FROM BOLTON: TAKE 1-495 SOUTH. 1-4,95.:SOUTH CHANGES INTO ROUTE 25 E._ THAKE SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS 1. THIS DOCUMENT IS THE.GREAT..._, . WITHOUT XPRESS WRITTEN CONSENT IS EXIT 2 'ROUTE 6 TOWARD BOURNE ENTER FIRST ROUNDABOUT AND TAKE THIRD EXIT H I I TI N AHJ FOR THE LOCATION. THE EDITION OF.,THE TH CINGUI:AR WIRELESS. ANY DUPLICATION, OR USE., OU E _ ., ,. ) ._ ABORTED. SY THE AUTHORITY _HAVING ,JURSDC_0 ( ._} E,. E,E01.,0. O ..,,E P I '!ION AND USE BY GOVERNMENT AGENCIES FOR THE ROUTE 6 E. . ROUTE 6.E. BECOMES SCENIC HWY, 6NTERrSECOND ROUNDABOUT AND AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE STRICTLY PROHIBITED. DU L CA PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY'AND ADMINISTRATIVE TAKE FIRST EXIT (ROUTE 6 MID CAPE HWY). TAKE EXIT 6 (ROUTE 132 S. TOWARD DESIGN. FUNCTIONS IS SPECIFICALLY ALLOWED. HYANNIS). MERGE ONTO IYANNOUGH RD (ROUTE 132). ENTER THIRD ROUNDABOUT AND TAKE .SECOND EXIT.(BMNSTABLE RDz). BARNSTABLE ROAD CHANGES INTO OCEAN ST. END BUILDING CODE: NATIONAL BUILDING CODE - 2003 2. THE FACILITY IS AN .UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION-IT IS ONLY TRAVELS AT 49 OCEAN S:T. MECHANICAL CODE: NATIONAL BUILDING CODE - 2003 PLUMBING CODE: NATIONAL BUILDING CODE 2003 ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE - ELECTRICAL CODE: NATIONAL ELECTRICAL COOS - DOES NOT REQUIRE ANY WATER.OR SANITARY'S,EWER SERVICE. THE FACILITY IS. NOT 03 FIRE/LIFE SAFETY. CODE:- NATIONAL BUILDING CODE - 2003 GOVERNED BY REGULATIONS REQUIRING'PUBLIC ACCESS PER ADA REQUIREMENTS. SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST APPROVED EDITION OF THE FOLLOWING 3. CONTRACTOR SHALL VERIFY ALL'.PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE STANDARDS.. JOB SITE AND SHALL IMMEDIATELY NOTIFY THE CINGULAR WIRELESS REPRESENTATIVE IN AMERICAN CONCRETE INSTITUTE (ACQ 318,. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE WRITING OF DISCREPANCIES BEFORE PROCEEDING'WITH THE WORK'OR BE RESPONSIBLE FOR AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC). MANUAL OF STEEL CONSTRUCTION, ASD, NINTH SAME. EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION,(RA) 222=G; STRUCTURAL STANDARDS FOR STEEL ANTENNA Uj TOWER AND AIJTENNA SUPPORTING .STRUCTURES: 1.Q TIA 607. COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS STRUCTURAL REVIEW STATEMENT n p INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH 10 THE EXISTING TOWER/BUILDING AND/OR FOUNDATION(S) (AS APPLICABLE) HAVE BEEN EVALUATED . 7� RESISTIVITY; GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS R AGROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT FOR REPLACEMENT,AND/OR ADDITION OF EQUIPMENT. COAXIAL CABLES) AND ANTENNA(S) BASED 2 w ON THE DESIGN HEREIN AND NO MODIFICATIONS TO THE TOWER/BUILDING AND/OR FOUNDATION(S) IDA � IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR ARE REQUIRED. k- LOCATION ,CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE") Co >U fn TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS b Q TELCORDIA GR-63 NETWORK EQUIPMENT BUILDING. SYSTEM (NEBS): PHYSICAL PROTECTION Ir 01 TELCORDIA GR-347 CENTRAL OFFICE POWER WIRING TITLE $IGNATURFS DATE TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS CINGULAR TELCORDIA GR-1503, COAXIAL ,CABLE CONNECTIONS - PROJECT MANAGERLUCENT - PROJECT t CF/yT� ANSI T1:311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL 'PROTECTION EatnPUENr `Sr FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, q METHODS OF ;CONSTRUCTION, OR OTHER REQUIREMENTS. THE MOST RESTRICTIVE REQUIREMENT SHALL ENGINEERING N GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT. W ENGINEERING THE SPECIFIC REQUIREMENT SHALL GOVERN. flEt O �OU,S CJ� in- OPERATIONS 0 AIPLE►IENTATION O 3 WORKING DAYS I 5� 0 � `A PROJECTLTOAAGER pQ Z BEFORE YOU DIG N REAL.ESTATE — — PROJECT MANAGER c,'C PROJEC CALL TOLL FREE S88 DIG SAFE SITE UNDE ,eC'� Q;U; 1C�,S RVICIE.�ALERT SITE NUMBER: 1145 TUpCCSTT= �w CINGULAR WIRELESS . SITE NAME: HYANNIS ( 'ngular IVti TITLE SHEET 1- T1 G2/D6 ISSUED FOR PERMR JC JC ' SIroI c-iechnob y3olyLons,Inc. WIRELESS D 051W08 ISSUED FOR CONSTRUCTION JC JC F GO cY r g Lucent Technologies 49 OCEAN ST. t_rs 7 GREAT CEDAR CROSSING Bell Labs Innovations HYANNIS, MA 02601 580 MAIN.STREET N0• DATE REVISIONS By CHK FS r M"�" LAKES°ILLE.MA 02347 - -. - PHONE:568-0Cv-1840 BARNSTABLE COUNTY BOLTON, MA 01740 „�- .;g'- 1145 T-1 NOT SNOWN DESIGNED BY: G8 DRAWN Bt: JC h..;" 1 f GROUNDING NOTES GENERAL NOTES 1: THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE 1, FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY:" EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING CONTRACTOR - LUCENT 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR SUBCONTRACTOR - GENERAL .CONTRACTOR (CONSTRUCTION) ERECTED 1N ,ACCORDANCE WITH RISC SPECIFICATIONS, "ALL STRUCTURAL STEEL STRICT COMPLIANCE WITH THE NEC (A5 ADOPTED BY THE OWNER - CINGU,LAR SHALL BE A57M A3B (Fy. = 36. ksi) UNLESS OTH 1. ERWISE NOTED. PIPES AHJ}; THE SITE-SPECIFIC (UL, LPL, OR NFPA) LIGHTING SHALL BE ASTM A53 TYPE E ,(Fy -= 36 ksi). ALL STEEL EXPOSED TO 2. . PRIOR TO THE .SUBMISSION OF BIDS, THE BIDDING.SUBCONTRACTOR SHALL WEATHER SHALL BE HOT DIPPED GALVAN12ED. TOUCHUP ALL SCRATCHES PROTECTION CODE, AND GENERAL COMPLIANCE WITH VISIT THE.CELL SITE TO FAMILIARIZE WITH THE EXISTING:CONDITIONS AND TO AND OTHER MARKS. IN THE FIELD AFTER STEEL IS ERECTED U51NG:A TELCORDIA AND TIA GROUNDING STANDARDS: THE CONFIRM THAT THE WORK CAN'. BE ACCOMPLISHED AS SHOWN ON THE COMPATIBLE ZINC RICH PAINT. SUBCONTRACTOR"SHALL REPORT ANY VIOLATIONS OR CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. THE ATTENTION OF CONTRACTOR: "G CONSTRUCTION SHALL COMPLY WITH UNIT SPECIFICATIONS AND "GENERAL CON STRUCTION SERVICES FOR CONSTRUCTION OF G1NGi1LAR 3. ;ALL MATERIALS FURNISHED AND INSTALLED.,SHALL BE IN:STRICT SITES." 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS; AND ORDINANCES. TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND SUBCONTRACTOR SHALL ISSUE,ALL APPROPRIATE NOTICES AND..COMPLY WITH. 17. SUBCONTRACTOR SHALL,VERIFY. ALL EXISTING DIMENSIONS .AND., ALL LAWS,.ORDINANCES, RULES, REGULATIONS, LAWFUL ORDERS OF ,ANY CONDITIONS :PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS .OF At POWER GETS) SHALL BE BONDED TOGETHER, AT 0R PUBLIC AUTHORITY REGARDING..THE PERFORMANCE OF THE WORK.. ALL WORK EXISTING'CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. BELOW GRADE. BY TWO.OR MORE COPPER BONDING CARRIED OUT:SHALL;COMPLY WITH ALL APPLICABLE MUNLGIFAL AND UTILITY SUBCONTRACTOR"SHALL NOTIFY:THE CONTRACTOR OF ANY DISCREPANCIES CONDUCTORS IN "ACCORDANCE WITH THE NEC. COMPANY SPECIFICATIONS AND,LOCAL JURISDICTIONAL CODES, .ORDINANCES AND PRIOR TO ORDERING MATERIAL OR.PROCEEDING WITH CONSTRUCTION. APPLICABLE REGULATIONS. 3. THE SUBCONTRACTOR SHALT. PERFORM IEEE 18. THE EXISTING CELL SITE IS IN JULL COMMERCIAL OPERATION; ANY FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING PER IEEE 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND :ARE INTENDED CONSTRUCTION WORK BY SUBCONTRACTOR SHALL.NOT DISRUPT THE EXISTING TO SHOW OUTLINE ONLY. NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE COORDINATED WITH CONTRACTOR. ALSO. WORK SHOULD BE SCHEDULED FOR SUBCONTRACTOR SHALL FURNISH AND INSTALL 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING AN,APPROPRIATE MAINTENANCE 'WINDOW USUALLY IN LOW TRAFFIC PERIODS SUPPLEMENTAL.GROUND ELECTRODES AS NEEDED TO MATERIALS, EQUIPMENT: APPURTENANCES. AND LABOR NECESSARY TO COMPLETE AFTER MIDNIGHT. INDICATED ON THE D ACHIEVE A TEST RESULT OF..5 OHMS OR LESS: ALL INSTALLATIONS AS RAWINGS. 19. SINCE THE CELL SITE IS .ACTIVE,. ALL SAFETY PRECAUTIONS MUST BE 6. . "KITTING .LIST'`SUPPLIED WITH THE BID•PACKAGE IDENTIFIES ITEMS THAT TAKEN WHEN WORKING AROUND HIGH, LEVELS OF ELECTROMAGNETIC 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC WILL BE SUPPLIED. BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF RADIATION. EQUIPMENT. SHOULD BE'SHUTDOWN PRIOR TO PERFORMING ANY REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN EXPOSURE MONITORS ARE ADVISED TO BE WORN TO.ALERT OF ANY 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN DANGEROUS EXPOSURE LEVELS. ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. STATED OTHERWISE. 20. APPLICABLE BUILDING CODES: SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED,AS SHOWN ON THESE STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION JURISDICTION (AHJ) FOR THE LOCATION.. THE.EDITION DF THE.AHJ.ADOPTED CONNECTED TO THE MASTER GROUND BAR WITH GREEN SPACE FOR APPROVAL BY THE CONTRACTOR. CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 SHALL GOVERN THE DESIGN, AWG STRANDED COPPER OR LARGER FOR INDOOR BTS 2 AWG 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING.OF CONDUIT. POWER BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE, 6TH EDITION AND, T1 CABLES. GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS STRANDED COPPER FOR OUTDOOR BTS. AND TELCO PLAN DRAWING. SUBCONTRACTOR.SHALL UTILIZE EXISTING TRAYS, LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS AND/OR SHALL:ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE CONNECTIONS BELOW GRADE. FOLLOWING STANDARDS: 10, THE SUBCONTRACTOR SHALL PROTECT EXISTING, IMPROVEMENTS, PAVEMENTS, CURBS. LANDSCAPING AND STRUCTURES. ANY DAMAGED PART AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE 7. APPROVED ANTIOX!DANT COATINGS (I.E., CONDUCTIVE GEL SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF REQUIREMENTS FOR STRUCTURAL CONCRETE. OR PASTE) SHALL BE USED ON ALL COMPRESSION AND OWNER. BOLTED GROUND CONNECTIONS. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) 1.1, SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP ICE BRIDGE BONDING CONDUCTORS SHALL BE MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION; EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND DESIGNATED LOCATION. TELECOMMUNICATIONS INDUSTRY.ASSOCIATION (TIA) 222-0. THE TOWER GROUND BAR. STRUCTURAL STANDARDS FOR STEEL 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 9: ALUMINUM CONDUCTOR OR COPPER CLAD STEEL 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH ANTENNA TOWER AND ANTENNA SUP-PORTING STRUCTURES; REFER CONDUCTOR,SHALL NOT BE USED FOR GROUNDING TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. AMERICAN CONCRETE INSTITUTE {ACT} 301. CONNECTIONS. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE REGARDING MATERIAL; METHODS.OF CONSTRUCTION, OR OTHER 10. MISCELLANEOUS ELECTRICAL AND NONELECTRICAL AIR-ENTRAINED AND SHALL HAVE 4060 PSI STRENGTH AT 28 DAYS. ALL REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A REQUIREMENTS. SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. ABBREVIATIONS 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY AGL ABOVE GRADE LEVEL G.C. GENERAL CONTRACTOR RF RADIO FREQUENCY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER AWG AMERICAN WIRE -GAUGE MGB .MASTER GROUND BUS WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. BCW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED BTS BASE TRANSCEIVER STATION (N) NEW TBR TO BE REMOVED (E) EXISTING N "N-?+kT,JO SCALE TBRR TO BE REMOVED EG EQUIPMENT GROUND L PoER"1 F 1REFE W.. AND REPLACED E,GR EQUIPMENT GROUND RING �`C> �" REI0Ikg� TYP TYPICAL TUr^.C�TTE n SITE NUMBER: 1145 x t:IVtL CINGULAR WIRELESS SITE NAME: HYANNIS `+i n 9 u l a r �, nI L ' 9 GENE & GROUNDING r zLm + 11 02.06 55UED FOR PER►6T JC. JC ,fy. 4.� G NOTES L GENERAL N Sholegic TechnologySoNtrons•Inc. Lucent Technologies 0 49 OCEAN ST. WIRELESS p. OS/oe/ac;S IEo FpR.CpN57RufyypN Jc JC MT D ~�G�t+rR�U �L! i GREAT CEDAR CROSSING Bell Labs Innovations HYANNIS, MA O2601 580 MAIN STREET NO. DATE' REwSDNS Br cwr P' IRu+nHc,HuuBER Rcv LAYEV•ILLE.MA 02347 PHONE soe•ass•+aao BARNSTABLE COUNTY BOLTON, MA 01740 NOT sNowu I)MGNED BY: ce DRAWN BY: Jc 0. '�y 1145 GN-1 1 NOTESa 1, SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR CLARITY, 2: PROPOSED COAX CABLE ROUTING TO FOLLOW SAME OF TABLE* NOTE• ROUTE AS fXISTIN.G. REFER 70.THE FINAL RF DATA SHEET FOR 3. NORTH ARROW SHOWN IS APPROXIMATE. SECTOR SECTOR ANTENNA.MAKE ANTENNA AZIMUTH RAD CENTER MECHANICAL LMU & CPS FINAL ANTENNA SETTINGS. NAME dt MODEL COUNT 0OWNTILT HEIGHT 4. SUBCONTRACTOR TO VERIFY ALL PROPOSED. EQUIPMENT w+TMREW DESIGN 66►oLE1EO PARTS Sc QUANTITIES WITH CINGULAR C.M. PRIOR TO 1 ALPHA 800-10122 2 30' BO'-O" O• WITH,INFORUATION INSTALLATION. FROM RF-DATA KATHREIN SHEET'SHEET VERSION 1:0: 2 BETA 800-10122 2 150' 66'-0- Ok SHELTER OR DATE ISSUED 03%13/06 (88'/SFT.) ICEBRIDGE KATHREIN 3 GAMMA 800-`101.22 2 276 80'-0" D' (N) INSTALL, {?} 80671.012.1 KATHREIN (88/6FT,) ANTENNAS AT THE 80'-00" LEVEL (TYP. PER (E) POWER AND TELCO'RACK ALPHA AND GAMMA SECTORS). 0 (E).EQUIPMENT yP� (N) INSTALL (I) NEW TMA PER NEW ANTENNA PAD LOCATED SECTOR 3 ON NEW PIPE,MOUNT AT THE 80-00' LEVEL UNDERNEATH TYP_ PER ALPHA AND GAMMA SECTORS). TOWER GAMMA AZ=270' � ) (E) CHAINLINK (N) INSTALL,(i) NEW TMA, PER NEW ANTENNA FENCE (TYP) ON NEW PIPE MOUNT AT THE 66'=00" LEVEL (N) INSTALL (1) NEW DIPLEXER PER (TYP. PER BETA SECTOR). (E} ICE BRIDGE NEW ANTENNA ON NEW. PIPE MOUNT AT THE 80'-00" LEVEL (TYP. PER m`rc^ (E) GENERATOR FOR FOR COAX �}F''., (N) INSTALL (2) 800 10121 KATHREIN SHELTER ALPHA AND GAMMA SECTORS}, y O CABLE RUN p ANTENNA AT THE 66'=00' LEVEL IN THE +1 BETA SECTOR: (N).INSTALL (1),NEW DIPLEXER:PER.,NEW Aso ANTENNA ON NEW PIPE MOUNT AT THE 66'-00" LEVEL (TYP. PER BETA SECTOR). (E) CINGULAR {E) CONDENSERS (2) (TYP.) SHELTER (£) �• OF OTHER.CARRIERS ANTENNAS In ELEVATION = 104-00° (N) REMOVE FOUR (4) EXISTING SCOPE OF WORK NOTES: (E) rL OF MICROWAVE.DISH ALP9212 ANTENNAS PER SECTOR. 1 ili'm ANDREW COAX CABLE AND ELEVATION = 94'-00`' (N) INSTALL (2) NEW.800-10)21 _ REMOVE (9) EXISTING �COMMSCOPE COAX CABLES. ELEVATION - 85'-00'(E) rC OF MICROWAVE DISH ANTENNA ON NEW PIPE MOUNT ( PER SECTOR} INSTALL {12) NEW 1 2. UPGRADE GROUNDING AT EACH SECTOR, GROUND (E)CL OF SECTORS 1 & 3 CINGULAR ORANGE ANTENNA MOUNTS. (E) `L OF MICROWAVE DISH ANTENNAS ELEVATION - 8O'-00' (E) POWER METER ELEVATION = 75'=00" 3. REMOVE.(9} EXISTING ALP9212 ANTENNAS AT THE (E) FI OF SECTOR 2 CINGULAR ORANGE ANTENNAS 80'-00" LEVEL. (E) (E) TELCO EL NATION 67'-00" BUILDING ENTRANCE (E) �[ OF CINGULAR BLUE ANTENNAS (14),INSTALL (2) NEW 800-1 01 2 1 4. INSTALL (6) NEW KATHREIN 800-10121 ANTENAS AT 2' SECTORS AT THE ELEVATION = 65'=00" ANTENNA ON NEW PIPE MOUNT THE 80'--00" LEVEL ON NEW PIPE MOUNTS. (E) CC OF CINGULAR BLUE ANTENNAS (TYP PER SECTOR). ATENNA 1 SECTORS AT THE'ELEVATION 60'-00" CONFIGURATION THE SAME AS 5. INSTALL (2) NEW POWERWAVE LOP21401 TMA'S PER SECTORS 1 do 3. SECTOR ON NEW PIPE MOUNTS. {N) REMOVE FOUR (4) EXISTING ALP9212 ANTENNAS PER SECTOR. 6. INSTALL (4) NEW KATHREIN 860-10025 RCU'S PER SECTOR. 7. INSTALL NEW JUMPER CABLES AS FOLLOWS, CABLE A - 6 J" COMMSCOPE SFX 500 CABLE B - 4 �` COMMSCOPE SFX 500 CABLE C = 4 �" COMMSCOPE FXL 540 CABLE D = 8 �" COMMSCOPE FXL 540 8. INSTALL (1) NEW KATHREIN 782-10250 DIPLEXER PER SITE PLAN NEW ANTENNA ON NEW PIPE MOUNTS. SOLE: 1/8'.1'-0' A_1 9. INSTALL (2) NEW KATHREIN 782-10253 AND 782-10254 BIAS T'S PER SECTOR. LE) ELEVATION) AT GROUND LEVEL 00'-00" 10. INSTALL (1) NEW LGP 12104 POU IN EXISTING TELCO RACK. 11. INSTALL (1) NEW KATHREIN 860-10006 CCU IN ANTENNA ELEVATION PLAN 2 EXINSTING TELCO RACK SCALE: 1/16"-V-13' A_T 12. INSTALL (3) NEW POLYPHASER 1000860 BIAS T'S PER SECTOR. 'IIvJ4 ;5` !�Z SITE NUMBER: 1145 JENruPNIFEP. cc)rr VN V �n�� � CINGULAR WIRELESS t SITE NAME: HYANNIS /'+•i ular CI1/+1 t ANTENNA LAYOUT AND ELEVATION G1 1 11 02 O6 ISSUED FOR PER►11T JC JC No vclos" �' Slicle is Technology SOtuliom Inc. WIRELESS 0 05/O8/(16 ISSIJEO FOR CONSTRUCTION JC JC y /� ��k��A� 13 C Lucent Technologies 4s OCEAN sT. o� FcisT �°` 7GREATCEOARCROSSING Bell Labslnnovations HYANNIS, MA 02601 580 MAIN STREET No. DATE �"S'� er CHK a tc0+ , ' IGNWg�RLAKEPHOII'E:50 MA-1840 - LAKEVI LE.M 5-1840 BARNSTABLE COUNTY BOLTON, MA0 01740 . 1/I • , 1 1 NOT SHOWN DESIGNED BY: GB DRAWN 6Y: JC STANDARD INSTALLATION ITEMS I, CHANGE OUT EXISTING ANTENNAS, INSTALL TMAS & RET SYSTEMS WITH CONTROLS. 2. INSTALL NEW SURGE ARRESTORS ON GSM, UMTS AND 25 e— 1 0" TOMA LINES. 3. INSTALL DIPLEXERS. CCU & PDU AND RECONFIGURE GSM (E) ARGUS BATTERY RACk & UMTS JUMPERS TO RF REQUIREMENTS. 4. PROVIDE SWEEP TEST AND CLOSEOUT DOCUMENTATION. (E) MICROWAVE RACK (N) INSTALL PDU AND CCU IN EXISTING TELCO RACK (E) RECTIFIER PDB00101 RACK (E) BATTERY RACK (E) GROUND BAR (N) INSTALL NEW.TYCO BATTERY STACK n CO N TY NOKIA NOKIA NOKIA GOS (N) CEILING MOUNTED 2424 CAGINI T CAE IN ET CABINET TRAPEZE RACK 0 (E) COAX CABLE ENTRANCE PORT (E) GROUND BAR (E) (,E) (E) (E) (E) A/C UNIT (E) TELCO BOARD LOCATED 75." (E) AG DISCONNECT LEGEND FABOVE LOOR FINISHED (E) ALARM BOX PANEL (E) TRANSFER SWITCH (E) EQUIPMENT (E) AC SURGE ARRESTOR u PROPOSED EQUIP. APPROXIMATELY 254SF OF EQUIPMENT SPACE (E) AC CIRCUIT BREAKER PANEL FUTURE EQUIP. CONDUCTORS AND RACEWAY TO BE FURNISHED & INSTALLED BY SUBCONTRACTOR (E) CABLE TRAY EQUIPMENT ROOM PLAN I (N) CABLE TRAY SCALE:3/4'=I'=O' A-2 Na , SITE NUMBER' 1145 Xcingular TUP,V�LTE 11 . CINGULAR WIRELESS SITE NAME: HYANNIS 1 No 426,09 I I 02 G6 ISSUED FOR PER►IR rc Jc ��, �� EQUIPMENT LAYOUT PLAN STrolegic Techmiogy Solulions.Inc. Lucent Technologies 9s OCEAN ST. WIRELEss F ti`�• 7 GREAT CEDAR CROSSING 0 OS/OB/06 ISSIiEO FOR.CONSTRUCTION Jc :IC 580 .MAIN STREET � LAKEVILLE.MA 02347 Bell Labs Innovations HYANNIS, MA 02601 NO. DATE REVISIONS BY CHK P' ( ' R pI/,y�, y PH04E:506.965-7840 BARNSTABLE COUNTY BOLTON. MA 01740 : NOT SHOWN DESIGNED BY: GB DRAWN ft JC rtr~ 145 A-2 7 q EXISTING NEW HANGER MONOPOLE BRACKETS ANTENNA EXISTING ~ ICE BRIDE7,\ i f NEW CABLE I i FOR COAX GROUNDING SUPPORT i 0. BOTTOM OF TOWER SEE DETAIL / 1I ii G-1 DUPLEXER (TYP.)J f, ;j CABLE HANGER Ii Ii i" ANTENNA CABLE ARRANGEMENT FIN. GRADE . .d BY CONTRACTOR DRIP LOOP CABLE PORT/ HANOHOLE SECTION ICE BRIDGE DETAIL THREADED PROVIDE CABLE.ENTRY EXISTING EXTERIOR WALL KATHR£IN 800 10121 INDOOR DIPLEXER ASSEMBLY ROD A-� PANEL EA. SIDE OF wAu. SEEE TABLE 2 2X BLOCKING BETWEEN STUDS . ANTENNA �oJ• COAX SEE NOTE 1 CONNECTORS COAX CABLE SEE NOTE.2 MECHANICAL (TYP) MAIN COAX •o 0 0• BOOT & CUSHION ASSEMBLY, SEE TABLE 1. DOWN-TILT ASSY. ED 0 � 0• FRQNT NEW COAX JUMPERS A in ( �0000 M U/NTED TOR POLE BOLT UNISTRUT AS `N) m O t) O L EGB 2^X2" NECESSARY I :O O O O• TO SUPPORT {I o UNISTRUT ADDITIONAL T GRO ND RING SIDE VIEW _ ` OR HALO ANTENNA DIPLE.XERS FRONT vIEW MOUNTING HARDWARE a .TABLE 1 TABLE 2 SECTION (FIT AS REOUIRED VALMONT BOOT & VALMONT CABLE CUSHION ASSEMBLY ENTRY PANEL CABLE SIZE No. CABLES A7- B 71' O o 1/Ym 81346A 1 6574 5" 5" 7/W0 9537A 2 TO 4 B575 25 1/1' 9 1/2" 1 1/4 a B1152A 5 TO 8 B576 25 1/2 17 1/2" (S) TO EXISTING 5/8'4 B535A 9 TO 12COAX CABLE 61118 39 1/2' 17 i/2"ANTENNA MOUNTS AND COMPONEN"JUMPER SUBCONTRACTOR TO VERIFY SHALL CONFORM TO NEW STRUCTURAL NOTES' EXISTING MOUNTING PIPE 1. CALCULATIONS AND MANUFACTURER'S LOCATION, RFITCONDITION AND SIZE 1. PERIMETER OF CABLE ENTRY TO SURFACE OF WALL W/.A ONE COMPONENT BASE ELASTOMERIC SEALANT. RECOMMENDATIONS. (PERFORMED BY REPLACE OR FIT AS END VIEW POLYURETHANE OTHERS PRIOR TO CONSTRUCTION) REQUIRED 2. FASTEN CABLE ENTRY TO WALL W/ STAINLESS STEEL SCREWS W/ LEAD SHIELD INSERTS INDOOR DIPLEXER CEILING INTO BRICK, MASONRY,AND CONC. USE TOGGLE BOLTS INTO STUD WALLS. ANTENNA MOUNT DETAIL 4 TRAPEZE MOUNTING DETAIL ; , P d 1' 0 5 CABLE E '� :� N.T.S. N.T.S. SITE NUMBER: 1145 TUDCOTTEN ,� CINGULAR WIRELESS ti SITE NAME: HYANNIS s i n g LI t a r CIVIL 1 11 2/O6 ISSUED.FOR PERMR JC JC RIG 14G�ia DETAILS SlrOlegic Technology Solutions;Inc. Lucent Technologies 49 OCEAN ST. WIRELESS O OS/O6/U6 ISSUED FOR CONSTRUCTION ic. �O 'F •GREATCEDARCROSSING F U/bTEk+..✓ WKe':•11.LE.hu o23a7 Bell Labs Innovations HYANNIS, MA 02601 580 MAIN STREET No• DATE REVISIONS sr CNx cr ✓ xweEn ok�NG'Nuuw4s rtn PHONE:50e•C5 440 BARNS-FABLE COUNTY BOLTON, MA 01740 kALE- NOT SHOWN oESICNEo BY: CB DRAWN BY: Jc tS C1 ,'rt 145 A-3 j µSTRANDED CU WIRE WITH GREEN, TO TOWER MOUNTED AMPLIFIER TO TRANSMIT ANTENNA UNITS TASA TO ANTENNA MONOPOLE SIZE' THHNETHWN INSUlFT10N. AND REtEN'(WHEN EO) ANTENNA GROUND BAR (CIGBE) S12E AS SPECIFIED - TOP OF MON.O,.PDtE R$1/k2 RX1/RX2 tX - GROUND BAR ON JUMPER REQUIRED WALL. FLOOR ONLY-FOR T 51B76 LUG OR ON ANTENNA COAX OR FOR EASE CONNECTORS STANDARD TOWER OF CONNECTION WEATHERPROOFING :GROUND KIT (TYP;) (TYP) KIT oyp,;) STANDARD GROUND - .GROUND 'LUG 0 0 0 0 0 0 O NOTE) (SEE # WEATHERPROOFING ) G AWG STRANDED GU - O KIT (Trp.) WIRE WITH GREEN. '6OOV, ANTENNA CABLE O O O O O O O O O .OQ THWN .INSULATION (TYP) . 0 TO HfS.(TYp,) .' . ANTENNA, GROUND BAR (CIGBE) 7WD-HOLE LUG, BOLTED TO GROUND FROM ILIA BOTTOM Of `MONOPOLE WHEN RSOVIRED WI AW I ''TGREEN, Cu BAR USING 3/8"-1S z 1 1/4"STAINLESS ( WIRE WITH GREEN, STEEL HEX HEAD BOLTS AND HARDWARE. INSULATION THWN INSULATION CIGBE (GROUND,BAR), COAX CABLE ,TWp.-HOLE LUG, 70 BE,USED WITH #2 AWG OE7Aa 11B MourrTEp wlae wITN ceE�NDEp (TYP. FOR ALL) LUG GROUND BARS AT BOTTOM SOLID TINNED BARE CU WIRE OR STRANDED CU NEAR/BELOW ANTENNA 600V,.THWN'INSULATION Of TOWERS OR MONOPOLES WIRE WITH GREEN, 600V, THHN/THWN BONDED TO TOWER 2 A15`G CU STRANDED NOTE: DO NOT INSTALL-CABLE:GROUNO INSULATION.TO ANTENNA STRUCTURE, BUILDING, KIT AT A.BEND AND ALWAYS.OWRECT STEEL Op N li SHALL USE EXOTHERMIC WIRE WITH GREEN, 600V, CONNECTION. RING GROUND OR .MGB GROUND<WIREDOWN'TO CIGBE TO BTS. THWN iNSULATION VIA TRAY OR ICEBRIDGE I GROUND WIRE TO GROUND 1 GROUND WIRE TO GROUND.BAR MONOPOLE PIER N.T.S. BAR INSTALLATION N.I.S. INSTALLATION AT MONOPOLE GROUND RING GROUND RING AWG BOW SOLID TINNED CADWELD TO MONOPOLE BASE PLATE CADW€LD (TYP.) a ANTENNA CABLE GROUNDING AT MONOPOLE — DETAIL ANTENNA ANTENNA MOUNT MIGB(CADWELO DOWN ANTENNA AMPLIFIER/ LEADS AND CONNECT EACH GROUND CONDUCTOR_TERMINATING ON ANY GROUND BAR SHALL HAVE DIPLEXER WIRELESS SOLUTIONS INC. AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL 1DEbI� ITS /GG ORIGIN AND DESTINATION. CABLE . GROUNDING KIT NO. RED. PART NO. DESCRIPTION T HLGB-0420-IS SOLID GND. BAR (20%4"xI/4") $ECTiON "P" - SURGE PRODUCERS UPPER EGB BONDED TO CABLE GABLE ENTRY PORTS (HATCH PLATES) ((�2} HOME RUN �2 2 WALL M7G, BRKT: GROUNDING KIT GENERATOR FRAMEWORK (IF AVAILABLE) (#2) 12C HOMERUN O3 2 INSULATORS TELCO GROUND BAR COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (,#2) 4 5/8'-110" H.H.C.S. +24V POWER SUPPLY RETURN BAR (12) l�J 4 5/8 LOCKWASHER -48V POWER SUPPLY RETURN BAR (1�2) BONDING JUMPERS AT RECTIFIER FRAMES. SPLICE JOINTS SHELTER/ .2 SECTION "A" - SURGE ABSORBERS EQUIPMENT 3 INTERIOR GROUND RING (#2) ROOM EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) WATERMETALLIC COLD AVAILABLE) (#2) GG ® i ° °a °UO 5 BUILDINGS EEL (F AVAILABLE) (#2) a° °p D D D D D D fl o pDDdpODpoo° ° ° EXIST GROUND JUMPER BUILDING TO BUILDING STEEL OR WATER MAIN GROUNDING NOTES: ALL GROUNDING SHALL BE DONE IN ACCORDANCE WITH THE CINGULAR GROUNDING GUIDE. 1 GROUNDING ONE LINE DIAGRAM AGROUND BAR - DETAIL N.T.S. SITE NUMBER:1145 Tlf,?COTT� �� CINGULAR WIRELESS SITE NAME: HYANNIS x 1 CIVIL 'E . C i n g u t a r NItW 42600 GROUND BAR & ONE-LINE DIAGRAM T 11 02 06ISSUED FOR JC JC ShategicTechnologySoution:,Inc. Lucent Technologies 49 OCFIJJ 5T. WIRELESS D..Oy�pg/D6ISSUED FOR CONSTRUCTION �C JC >FtiFtrstCF�°'� ,L 7 GREAT CEDAR CROSSING Bell Labs Innovations HYANNIS, MA 02601 580 MAIN STREET NO. DATE REVISIONS BY CHK cS rt NUYBER DRAMNG NUMBERLAK REV J�() PHONE:508- 65.1840 - BARNSTABLE COUNTY BOLTON. MA 017'0 : NOT SHOWN DESIGNED BT; CB DRAWN BY: JC 1145 G-1 1 PHONE:508H65.1840 CABLE MARKING COLOR CONVENTION TABLE JUMPER MARKING COLOR CONVENTION TABLE , r CABLE CABLE CABLE 'CABLE JD1 JD2 JD3 J04 JDS J06 JD7 JD8 FC1 FC2 FC3. FC4 RCU1 RCU2 RC.U3 RCU4 SECTOR RED SECTOR RED ALPHA, A, x RED ALPHA; A. X REO RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED RED REO RED RED, WHITE RED WHITE RED RED RED RED WHITE RED WHITE CABLE CABLE CABLE CABLE, FCS I FC6 FC7 FCB JD9 JD10 JD11 JD1.2 JD13 JD14 JD16 JD1'fi SECTOR BLUE RCU5. RCU6 RC.U7 RCUB, BETA; B, Y BLUE SECTOR BLUE BLUE BLUE BLUE B BLU BLUE BLUE BLUE BLUE BETA, 6, Y BLUE BLUE BLUE BLUE BLUE BLUE E BLUE BLUE BLUE BLUE WHITE BLUE BLUE BLUE BLUE BLUE BLUE WHITE BLUE BLUE CABLE CABLE CABLE CABLE WHITE BLUE WHITE FC9 FC10 F01 FC12 SECTOR JD17 JD18 JD14 JD20 JD21 JD22 JD23 JD12A GAMMA GREEN C. Z GREEN RCU9 RCU1O RCU11 RCU12 GREEN GREEN GREEN GREEN SECTOR GREEN GREEN GREEN GAMMA, C, N GREEN GREEN GREEN GREEN GREEN EE GREEN GRN GREEN GREEN GREEN GREEN GREEN WHITE GREEN WHITE GREEN GREEN GREEN GREEN 1 VERSION 1 . 0 ; DATE WHITE GREEN CABLE PORT DIAGRAM WHITE ISSUED 03/13/06 IS RF CAUTION, HARMFUL RFENERGY EXISTS ON THESE.LINES SECTOR SECTOR SECTOR SECTOR SECTOR SECTOR DATA SHEET THAT WAS CABLE CABLE CABLE CABLE CABLE CABLE CABLE HEIGHT .CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT _ RX Al RX A2 RX A3 RX A4 RX RX UTILIZED FOR DESIGN TX TX TX TX TX TX z . r SECTOR SECTOR SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE CABLE CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT 'CABLE HEIGHT 2111 SEE PRE- INSTALL RX Bl RX B2 RX B3 RX B4 RX RX ` TX TX TX TX TX TX PACKAGE FORFINAL RF SECTOR SECTOR SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE CABLE CABLE DATA SHEET CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT CABLE HEIGHT RX G1 RX G2 RX G3 RX G4 RX RX TX TX TX TX TX TX VLP"AA, NOTES: A CONTRACTOR SHALL FILL OUT THE CABLE PORT OIAGRAM UPON COAX INSTALLATION, CABLE PORT DIAGRAM WILLBE AFFIXED TO THE INTERIOR SHELTER WALL NEAR THE CABLE ENTRY PORT TO AID IN CABLE IDENTIFICATION. THE CHART IS INTENDED TO BE USED TD RECORD THE LINE AND CORRESPONDING ANTENNA POSITION ON THE TOWER AT THE TIME OF INSTALLATION. B. ONE COMPLETED COPY PLUS TWO B1ANK COPIES OF THE CHART SHOULD BE POSTED IN THE SHELTER IN A PROTECTIVE PLASTIC SLEEVE. SECTOR ANTENNA PLAN VIEWp)" ti,ys4•. �j-2-<� SITE NUMBER: 1145 TL1RCOnE "I SITE NAME: HYANNIS GIVII TT :+ CINGULAR WIRELESS cingular Jc No 126bg ) , s 0z 06 ISSUED FOR PERMIT ! '2 ANTENNA CONFIGURATION COLOR CODING; Slraie is Technob Solutions,Inc. WIRELESS F '4 a aY Lucent Technologies 49 OCEAN ST. 0 05/08/06 ISSUED FOR CONSTRUCTION ,Ic '_ G/STE''r `L 7 GREAT CEDAR CROSSING F'n e LAK_ti° MA 0z347 Bell Labs Innovations HYANNIS, MA 02601 580 MAIN STREET No. DATE REVIS ONS BY CHK S,r ` " DRAWN0.NWBER: REV IEEE. PHONE:508-065-IB40 BARNSTABLE COUNTY BOLTON. MA 01740 NOT SHOWR DESIGNED B'r: CB DRAWN BY: JC r 1145 RF-1 i i /�� 6 ��D �� 0 , 0 0 CD . - CD . CAD OU � §� • M Ri. I �3 N . 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B,a1.nc 2 was ❑ }--( � ❑ ❑ � � ❑ � � ❑ x ICI , HALL POWER ROOM v , A/C ROOM NEW CaBLL cars IN • -« - « -SST.GYP.W.PART IN - - DETAIL 9/A-4 .T ErsWO�LSTC.1qWlIfl ABOVE DOORAM " , • - 'COILDIl1T OWNEA'S OEiQ.ON)AIDWANVALNEW FULL-XT.,-1Mt . .• • - RATED GV.BD. ' r • FILL WALL OPENING > .20" w PARTITION '. A-4 .. •: - - y «r . .'CMU AFTER RFLOVAL - NRBRES TO •• - .. OF FAN ASSE1®LY BE REIIOKD BY TURRW B Q JHB.E.Y. STORAGE O W _ �✓ _ EXIST, - A C SPECUST RM - - MFAVAY STOR- NER PR 8'-0'm'-0- ® STOR. _ C _ - DOORS IN NEW STL . FRAIff . EOST.FM Laos r � TO BE REWDYID. LOUNGE _ - l • (F2L wHl.OPENEMS} • EAST. • 'FILL ALL WAL ,QQ$. f' N6 RMslal DawlptM- Dab AOPENIN FI AI� _ BALL HALL _ • EAST.OUCTWGRX . ''® ❑ Ky Pk., - - .. r AREAWAr « 1 ® 'BALER�RM. .. - I I CONC.FFU= - HVAC EOIAF MEN BLDG.FOREMANxj 11—JI I I .- . AROIIW AREAWAY S Tw0 NEW BTI - •. WALL SLEEVES FOR - EIDST.w-OY c - D-dD0 TURN EAST.HAC WAP.TO PORTABLE GEN. 7-11'X(1:)-AREAWAY BE S (�cu.5i—) D00� BASEMENT FLOOR PLAN SPECS AND FLOOD PADS. IO P coke. IIETy r-OYh1•-{11_ 1ERlFl� E1RSL,0•-.1 a r-,1�i(1) - r SCHE�ULES •• r _ OAR Rmro PROW TO ID{IYER Y'EyST.alnNc- RDAWABIE PANEL ASSp/BL . (RFEIOYE EASMIO LOlnvtRIUM -SEE MMK DatS) - DIRECTEDByBy YERRONN - .. OWNEIM TURB0IE REMOVAL El SeH Jab Nut VIM-J2-OW - Dran B Ian Dots B 1 . ® BASEMENT FLOOR PLAN ,i8" ,'_p' oN- A-2 GENERATOR REPLACEMENT VOIZON se OCEAN ST. . HYANNIS•MA COMUNCAMUG �nw¢ IDaEa 3YSKA HIDMSSY ' r I ByYa Xamw�POmgm .. Om&mOwq'.BN Fba .N—."l A1 _ r IN AND - - Lrdmd Cswllmtr - JR&A oas,.rlua APClEAN1S8F11.A1DA6tOGIF$NG MCNTFCiCNE PWNXO m Nve�ravam ar - — - • XEYYIDN�@NO r '. _ (am - tdv w.�+amn m..m.a . m.am�a emo-als+gym w m,e w NEW SWkr GD4' EPATOR rwn w ao.na..' x. •" .. ,�MODU�er ALTLgr E +w M om- - �m P+P•W Np I—D—tbn Dab - A WWW FOR RENLW 1214AUVN Ml I - - a RE%GLV /03 e FWAL REV" GAVID - -- -- -- _ D SIR PLAN WWN B . SDwDE FENCE,STAND) - Ip0E1 tEXCG 81 .. E ®SET 7 _ - CAPE / NtS1ORICAL RtY. 2O SOUTH ELEVATION I/e'm -o- D FEMT SET9/1va a ;T M A f • � s � " y _. . COIW1NG7101S N. RmAtlon D"c*9 n Dofa • I " (a x [B"TT6=18", a - .. 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CAP - - - - aA. anw TM ,gin.W �., aw a a ab-rw,.a�a.reNmE - • TAG BAWDS O POSTS B'--0'�6C.MAX. .,q ME Pons Pav--and IW CMAX W/SIUCDIF +^ -_ • - - e 16'4 X 77'-0.OEHERAipt PAD I PWADE SLEEVES FOR COMMIT . SEALANT FULL PERIL �. I.OIA SR NON • - WR MDWLE 9N.I.C.) 2/4/02 " T YWUFACTURERS ORiVAIIIS. . ,. CIAI .� - • '• DEII]iAIOR YODUAE.(NJ.C.). . FMM'PER � •• ? • i w/mNc: 1/4'SAW.1lT.OAP •t ro(La)SALVE - .. . •v. FENCE • PAYING- 110E IIIUI ' _ # YET.SLEID£. PATCH DUST.' - Olmlp E% DOfO MATCH LOST. A IBsl1�TOR RET�W ASPHALT PAIOXi .. - - MOS5-$ECIIOH •' MIDI a RENEW r i r • WIND NUT/WASHER' _ , CONC.WASH -.� ,• •'� ._ .GRADE - D FD1AL RENEW --. __ -__.__.__ •xl;:. D 7ilE PUN REURW swim CAP , • - y W/I/2`E HOLE r _ [ BID 7D3T - - ' N - 1/4' Ir SQUARE PLATE - F H187MCAL REV. - - 1-1/2• WELDED ro SLEEVE AID µo72PP CDNf. KX.TW ro,wLL Is, BASE 'mom BA51i ` - /1072DRA8 ' O PFwRi 7DET 4 sn sLEFE W FULL T .. +� 6'Y94 COIPILim y 'L _ ) BED'OF POD.CEM.GROUP _ [h1a ItEBNt - iw WAY •I _ CRANL OR CRUSHO r . ` /4012[F CONE. 9i011E .. HCLBOE TWD(2)I`/Sa WALL SLED£$ - '• A - a. o - .. EXCT LOCATIONS ro BE DETFRANNDL t ,B'•. } • }- -�'- - _ - - SO DETAIL- THRU WALL SLEEVE I I/r-r-D O4 BOLLARD DETAIL 7/2''-)-O' a_ ,,4 O FENCE SECTION irr=r—o• K O SECTION yr- r-0• DffSEI GMERATOR FOUWATM EXISTING TONER0=.TREES . N FIO. RaNEIaI'Dalabtlon Date - - NEW PIaN - , r NEW wanr.' ' om. OENERATDR - . MODULE NICE (BEYOND) OraRlp Irma - WEST A 4 SECTIONS AND DETAILS . ..... SM Jeb Nu Vm-i2-oo0 • - - oFPSEr FEROE - CrawIrA Sadw AS ND7m . • - DmT.MOOD NEw B'-0'11 CEI]NI AROUND TREEBE1D/10 OKaar, UM, Da W I I - . .. FENCIMO FENCE :APE )OAR COD MFA?ED S gHfJtld B - O WEST ELEVATION (VILLAGE GREEN) A A ; verj w - 1 GENERATOR + REPLACEMENT VEMZCN HYAI SJ,NA LDCUS C a co :111 10 w w- aa� .. TEm.L NO}E5 ___BdRMY!'IB7S u-dz BAv g 1 m m�L°. VTCM177 MAP SCAL& 1"=2,000' WOOD FRAME ' user a aXiEit Q• � �� � I Na. L.,.OmwlpBm Dae. f X ~QJ. A Ill REMEw 1/20/03 .. TOWN OF BARNSTABtE - - - - - 8 SITE PLAN REb7EW. 'E G 610'Kf 13 09 - azs/z1 ti #49 OCEAN STREET q v mmr set BRICK BUILDING I 51 aDAmucrroL+. BARELM. . � '� g rnroeR n aon a 6 • - �� g a �o � m —¢za• se;roo�oo w i7a s2' - R ........ awaerNs tovrnne y7 - TOWN OF BARNSTABLE - ,,. - � � ML_ 9ZZ/ ZZ f� _ STEPHFN DAND . J28 35-2 MARSHALL DRANETZ F pl- - - T Ns- R.l Da.ar%A1- Oat. A(AP h LOT� XXX/)O( - - I Nay PNn: - - - I f - 0 10 20 1 40 SO 80 -. .. r RYAS I'-ZO• ' .. p A-I I • - M-M G•avhg Ttem REFERENCE DRAWING REFERENCE DRAWING 1996 SURVEY 1996 SURVEY 9dd1 . Oratin Sa.1.: AS NOTED - _ Date g f Moll e .. Orating Na., . T: I ABBREVIATIONS TSr1®Ol- � DEXRPnON_ ---- I 5TNB0._•I_-- OESCIpP1Mk!_ __ �N®c r - pFSCRPIkN! ' DUCT WORK � FITTINGS VALVES DAMPERS L—n[ousr _i AcousncAL _ ; Gv-__ I_.GA'E AIVE--- _-.. � SA r BUFFET AIR -_ - � GENERATOR . SIIICIE VNE DUCIYNYW,ICY D BALL JDlII IOI BML vN.YE • I ADJ I AOJUSTpBLE ADJUST GALVPNIIED SCND SCHEDULE DRAFT I ' -BOO BAC%D OAYPER. - .._ -. _ ____ ____.... ._._ 1 SWGIE UNE DULIWOPoc.Ex6TY1G •-•-• IEII CONNFOIaN � I., BUIIFRRY VALYB � _pa YOIDNIZED FIECIRGL DAMPER AD. .. ACCESS.O®R..... ...... ... .... GC .,. ..... GENERAL CONTR CTOR _ .. ._., _I_-SD _III SMOKE DAMPER SMOKE DETECTOR I. paryppµ 10 BE REMOVED •'rEYE CONNECIpM•-AVGICD -. i AFF ABOVE FINISHED FLmR _._... .__. _ -,. _ _ ID OCEAN 8T. >" N CHECK VALVE ,. VOLUME W� .. GND GRND I- GRQIND _.,_ ,_.... .,......,.. SECT I ,SECnDN - ....�I HYMNS,ILA _ - ..•^. NEW CONNEC1aN-wSERTYw nc GAGE VALVE -N PIE DAAWFN AIa ACC65 WOR qHU AIR WWIILING,UNIT I GPH GALLONS PER HDIY1 SF SQUARE - �1 DUCPdIDUC WM ACLDUSM UNwG .p., PWIND CONNECRON-BOTTOM b WAVE W vomfA. r I .. ..._ ... ..... : I.. . - ALUM ALUMINUM ............. .,.... GAl.LONS,PER WUTE.,._. 1,,,SIL SILENCER ... I GlRlwrr PNWG CONNECTION-.WRN � .: _ .. � pMP I AMPERE V GYP GYPSUM' I SP STATIC PRESSURE . "o. PIPING CONNECMN-Ip' T - j ANCH ANCHOR. .��� M ...� HRI[OITT s i .- .. �_�SPEC �.� SPECIiICAnONi.FIEY BIE CONNECTION .Y - I ....._.... ............. .. _.,, ....... .. _.._... .. .. ....._ _ .,..... ...._. JaDMlau�Cvaly f ' .' •.�I...,IlaON _ AS .. AIR SEPARATOR XH I '1aSE BIB SP$ STATIC PRESSURE SENSOR I 1 , ... ,. I as • ,-C-.SIPIIIIOt - • - AF, - AUTOMATIC TEMPERATURE CONTROL. .... I ND .. HEAD - .. r SO SQUARE - • I .YY-.—i I. _VORRGL DUCT DROP � AUx All%GLINT I MQlI2 I faR[Z@1TAL _ ��.. � I 'SS STAINLESS STEEL -- gwb®p]x .......... - .W02N4� 1 ' `E-�-'•i I BLOC _. BUILDING HP I DISC.POWER _...- I - Fa OA� STD STANIwRD _ _B® .__ -BOTTOM OF PIPE_. _ __ I HTR'- NEATER_ __-__ _ .._ __ _--$R I' STEEL .._ � . VERTICAL OVR RISE - - . '.. .I - � . HOST HOTi➢M I VAC I HEATING.VENTILATING t AIR CONDITIONING � STDR ;_�:�AGE .------ ------;" JR&A ' BTUH HRITISH THERMAL UNIT PER HOUR NVR I POT WATER RETURN' I STRUC I STRUCTURAL � AIi9L RUNFi2AI0AHH00AlF14 D6 _. I . • YOi1EED I➢IFAR DIFFUSES YiIH PUOIW , '—-'----' ---- -' CAB 1 CABINET ' HVS I HOT WATER SUPPLY SYN --r_-..SYMBOL--_ ��ANONAIDOB ® OUCf UNDER PAESSWE �� � - I .CD - -,CEILUG DIFFUSER CONTROL DAMPER, I H2 IERTZ - -,___ -._---_---- TCP I TEMPERATURE CONTROL PgNFy-,- Ili ($APPLY AS M f OOtIURGE) , L_ _— 1.-_.._._.__ - ___ mla - . CF CUBIC FEET y - ' ID i INSIDE 0[AMETC]1 � TEMP i TEMPORARY DUCT UNDER NEGATNE PRESSURE � _ __ ._. i� �".. -_,.I. INCHES - � TKK THICKNESS.THICK Pa19Yx® I (BERDDL E%xUASG N WISOE AIR) _ I CFM CUBIC FEET PER-MINUTE 1 ' _' e •- - I CH CHILLER I DISUL INSULPTION - TS TEMPERATURE SENSOR . ' VANEpE1H0a , - - _ - I CHVR ....r CHD,LE➢.WATER RETURN. DJT [NTERIDR I TYP 1 TYPICN, ,. :. 50N SUBWSSION 12/x/N CXVS- CHILLED WATER SUPPLY' NVAR .. KILOVOLT AMPERE.REACTIVE ...._ ... �_ ....... - ...:.... ...._.:., ._. _. �. VANED OJYw'OR RADRI$EUHMx ... _ I ...... I � uNOERGROLRlD Ba SET�� _._. ' .. •.•,. .. '` � CI ...:......CUBIC INCHES V KILOWATTS I I111 UNIT NEATER � PEW SIT � RADIUS OBOW I CL CENTER'LINE LOTHLENGTH .......... � �.: � �.UL- .. UNDERWRITERS LABORATORY - CLG I CEILING LAT LEAVING AIR TEMPERATURE VOLTS. _ H SEE TUN DETAILS FOR BRANCH CONNECTION`. , .. ', CD COLUMN HZ POUND - I VAC TEMPS ALTERNATING CURRENT _ I.TS n n n a C@P 1 COMPRESSOR - I LHS/HR I POUNDS PER HOUR I VD _ 'VOLUME➢AMPER : ... CID81 � CONNECTION LG LONG VERY VERTIC AL - � PLwT OF COxNFLIIM ., f 1 CENT I CCMINUDUS I LVG _I LEAVING VFD � VARIABLE FREQUENCY➢ENE OF DSCOXxECII(W I I -' CT i C®LIIiG TOVER - . _ 1 LVT I LEAVING WATER TEMPERATURE v I VTR VENT THROUGH RDDF ' ---- - ,SiEII CUT ", r - '• � � I CV CHECK VALVE i NAT'L MATERIAL V � WATER,VATTS,.VmTX'�— •. ••. I CVR I CONDENSER WATER RETURN NA% MA%IMUM VCT BULB. • •. - - i, [V$ - Cmi➢ENSER WATER SUPPLY MHH 1000 HTUIXR � VT ICU - CUBIC.COPPER - I %' I I MECX MECHANICAL INDICATES TIMES OR HY • y, 1 - I. CV CITY ATER MFfOi MANUFACTURER - 1. GIB MY HIAB '� I' MIN I MININLN •- I MECHANICAL GENERAL NOTES. .�. ." ,. '" `- '.. = nIn -. --nuMETER -- - Mlsc__ -MIscELLANE➢Is r -- I _ _ _ _..._ _ ---..,.,,..-- _ _ -- .� I. AEE D2AI6WS IPE SCNTMIIC ANO ARE.NIQaED TO COMhY A RR%nl0tlt ,:.. . & NSTIIL x00(50 AS ro BE RUDU ACCFSSHAE iN OPERATION, Y:.' --" H.Tff CDRPM.TW RwL FlNDSN A xRRid GUARMREE ro ROU(E ., �- 1 DI DIIENSICM: - NPH ILES PER H[pNi - _ .........__ _ MAX SYSIFY Ma ro 9aY TIE alalAl IOGRHI OF ilE xu MID lIff WMEIWICE/la REPO. IPNOR p0'IAtIO15 FROM Duwx05 WY OR RFP.N PROMPTLY RID ASSUME AESPDSBVR' E ML OPENSE. •• - - 1 ., ._ _ -... _ _ _ "" _ _ ' '' ExGnra XYAc ssTED mIDDIR1n5. ff NAff ro Mxrowusx nus.Bur claxcEs au11 nnavE E%TW ',. ', DKwNn iW AYI xDAxNAx9ro Ma EDwuert w Ywcx DGTcIs - r ' mx.-.._..-..- mVN ...._.. ._.._.. ..__. a _ - . cosl vxNL xar ff WE wnxour APPROVAL - .„ oEwnv mmw aE 1E:1R FApI THE DATE D'ALLiPwrE BY _ ,. C ^. ..� ,. I _...:..:. ......._:. .............". ..tMOUNTED-_ ..- - ---- ---- - - - ..... .... ...-- - - - ' 2 COIORPDIOR SMALL EYAwxE 11E CNIRACi OOQAE1115 Ala[Olal%T A OVER. TCS la0{SWIG ff OOIE AS DRECim 8Y TIE CtlRER. TK TD � .. I . '. :COVPIFIE RDD 90fILY ro FNEIYRIE Iu6OF ww AIL THE rE➢urmRrRs � S DSC0IIIFLE IEYOrE MD/OR RODLLiE EMRRIG WNWL �` .: DWMxRE SHVL M50 PROVIDE THAT x1fRE DE{ECR OCCIR.THE - - .. ➢PG ]IIFFERENTTAL PRESSURE TG r4Y1TING "7 - .. _ _ _ .. Oi lIE PxFELD MID SXUL IANRV THE OI1ai OF ANY.THE RO CONFIRM.MID OVER WRI AS NO1ED OR REDWED FOR PROPER . CONIPKIOR D9L ASSUIE OVIDE THAT 0 M E ES OODU ^ _ ... .._ -. _.._......_ -___ -......_. --..,-..: _....__ _ ___ fIN15 Ala AIBIDIYIY M IK CDRAACG p0OwF1RS SO 11Vi RE Wi®i �' t � NSWIATON Of x01 S'DEY. a .. BY OETEPS.R,pgtSPfPNCEY0Y5 CQIHBR � y DPT.-...._. DIFFERENTIAL PRESSURE TRANSMITTER ! N.' I NORTH _. .._ -- I _. __ _ _ _ wr ff REsa.Ym POOR to SUBaS51N a GODS ".. ..- —-. .• - I - - I _ - . ML SR1aK SHALL BE CLFMI OF RDEIfAI WTOdE AND AOWI SMRS ."� ,• -SLxxTED BY TE CWwALT011. I -1 BY SLB161W W W,THE[OwRAGDt SWLL MXlawfDfF ICCD'0.xfE (RN ro ffEC PLACED w SERVICE Ma ffiaff GPF&TDN•L iL515" - -. OVG NT--DRAWING � NO _I' NDMALLY CLOSm +s:. .. _ -._._- _OF ME M COxiWLT DOCIA4NR AS NI PDEIXMIE OFRNRN 6 DE TIDPE. ARE P[FPpND. I1. PFQADE ED6YQY CIN86 Ala CUIDIILE SRII AS.RD%NRD. - ..,..__ _.... _. _.-_ ...___._.. Of Y00t Ma Q]RA COST CUwS EASED DV N•NDIYLY D'CONWIOG -.- s NG ._. � NATURAL GAS _ ____.__ -._.____ DOQIK/R5 TALL NOT ff CONSIDERS) It ML WI(PJ1L Ala FDIPIEIR ro ff NEW IN665 ORER'xEE x01®. �{ l - 1 � DIRECT EXPANSION ._._......_ -_____ ____: .-_. .__ .,....__.. -_.. ___ —_ � _ . .. . - -.Il. DdTNUI%1N R ALL EWP1RNr Ala RBW MTtSSq@S$iDIL ff FOt , .Y ..__ --__.., ._.,_-_1 .__--_. I A SUBI6SSaY Qi A PPQPWAL SWlE ff CD6GIMD AH EIDIIN[E THAT A. 44RRICIU➢RS PIHI'VED ATl'NAEIaVRI6 � 19.'tgfRR LED x01D ro NS1NO rloRx N xFAT Ma MIxa.ED - I EXP JT EXPANSION J0DlT I I - GNffTLL EYAwWON Oi M PORIIO16 Di 1!E VJS1Ha BLRfIIRi, � WNxE0. RFSIDE FMDHG R1YIN 06TLIND VIBE NSIAUDG WV NIC NOT IH CONTRACT ...-, . .12 NMIRILTOR SIWL V03Y Nl FIELD OIIEIbONS AND E%6TDG DIUPYFYI ... FDImNRMr.GC.Axwal MPEYa na xoal AKD nE Anaxs ro sLa - YCfM TO CCEPIADE CDaRDx As ffRIeRffD e<DbERF1I �EA EACX - 7 ND I N6tMAur OPEN _'__ - -------'----------— 'UNN%MS PdQR ro FABRICATION AND ENDLESS Qi NaP L_—_- ti_ ._--__--- - SPACE.xA5 ffDP AWE AAQ RW 1K CQMP/aQR 6 fANUN ww. - ED&YOd.(EA OLgx000 SIC) FY6101C CDUIFA6 Ala ORPICIAIES TVI'PlL AiEECI ilE - .' BL SUPFDRf ALL DULiWOf.Ya PFYNG FROM BUU➢a 51161L7UE .' I EAT ENTERING AM TEMPERATURE - OROUROX ffTff%OAN. WFR CUN6 SxML xOf BE WOE i0R II. CMINALTOR 9PNL WORRY VOLTAGES AND PARR RD%,REmns TOR Ml •I+a/Dt PRAIRa w Ax AMRwED WMfA. wmE anDVAQ - .' .. i MIDI A'OUNRL ---.'---- ' --__---� --_--- -- ---- ------------_---- 00161FLlTDX 0061a1 PONE FASIOOa OF SUFTORO FOP _.._ LABOR.EDUEARIR N WRIDMH IEQJDRD ffCMISE CF 061W1RS Cq.WCY.AID S11Y1 COtlIpMME VNI DE FIECIDCII CDNRACI ORA%NDS � � 6 i EXHAUST FAN - ENLDwRAED Y10QI COIRD RAVE BEFN fORFgDI DIIRMG SUDI AX AIa DOSIIMG COIaT1016 POOR ro SUBY651011 6 SHIP ORAx01OS Ala FOIaIRNT,RRE41 ADORlv11l STEfl R+4YIf I NTS. e I MT TO SCALE .. PIDKDlLSF Di FCUFEM. 21. NEW GlCixi%DI SW1L ff FABHFAIF➢FR111 GaYN®9iFi IRDL w� 4 EL SLEW j ELEVATION OA I WTSIDE AIR � .I S ASBESTOS x00t b NOT PIYI Oi 11R CGIIRY.T. a - .. 6 NL IPNIC'HIF CDRS,VMS MD RFIRMI%p6 WE&OIG OR. 14. YOIN CONIRDIDb($RRIEiG)OR CpBIMUw S'URIpUDGCDRffLG SRIICIES .� '��'�YwH SAiILw OUCI COMSIRUCIIOIP SWONa•.CI(✓fEM FOIDx. - __J _ 1_.__.___ ROATYO ro ANY PlRI911 ff T6%aRt ARE IIDRHr NCW V Wm NR INwIC'L COUPF11f ME fURIx51FD BY IEOMOCA CMIRACIW NO - - • ELEC ELECTRSC ELECTRICAL Wro Av0 WE A PND Di THESE SPFLRIfiOlOxi Ala Rfa ,-- wSDIIID BY OD:wKM.CQRPACIDL 7G OGTA/L PRE OAARxS WHIE ARLESS'R1'6 PER GYM IBM CO➢FS MD' ' 1 - nHD '_ OPPIISED BLADE DNwFR - � -_ _i._-_-- -- - --- ----- --- _ PRpE016 RIME ff CARDED OUT BY]IE CDIDILIOR aID RWL Off YWRACILf✓Gi'S RdDY1B1aR101S PROVIDE ACCESS PA%El/WMH EMER EMERGENCY— -- --.__� -._.______- - oY01Al 1HE OPPER.POOR 10 SLWYDw4 A PROPOYL 7 ANY Nora ii-S'S ML ISOINBE AMR.OF PJAMS,FDU EINAL D SUGARS SURE➢•STOLE CONS HDI. - ._ __ i .-- ®.. I_ OV(SIOE DIAMETER - VIDE UEW N IWOOMH VINCn v10lME NR OF THE ABOIE 4K Ala NECESKi 10R A COIFlEIE Ala SME MSiNlAlION OF HOL M Rlt - ENT ENTERING _ _._ I .-_ REDIRAGNwS Aa NqY.DOGE 0r THE CON@ACIM CAUSING SUCH " LDRYRaR wR1 RECWOE/05 D'NL MDNDi06 XWMG .' 21. RE CMIRPLIOI SHML TgR➢IDRT CIF.YN H6 WORK AREA WLY. i ._- _,_ ., .._.._ �'--: _ ��I'�'._.- .._..... __ VDalpl SHNl BE CDRFLRD BY THE COMRUCiDi. '• '• .Wp;DICIIOk Nl R YaGlm ON DRAwMLS AND/OR IEIRoI CDIRPlIOR SINLL N511 REMOVE All WASH AFTER COMPLETION OF xgAL A _.. _, ,. , --.... .. ... ___ ]. PUN YhTAUA1DN Of NEV XqM MO CDIIELIIONs ro EIOSRa - •. - SPFCPDD<N RE MIEN$NALOFD. Y001 SIIML BE 1V51N1ID N YDwI pOIE UNDER 11V5 CWIRN.T SH41 ff ACCpPl51ED xnH ARUAw `.•, EQUIP EQUIPMENT� . .DELI ro wsDE IRxPaw wRIaDR1rE wnH RFTARM®FW1EM � A xTAT.NtlwYANAR uwIER. Nauff ML asls IOR Pawns. DEALT ax ne owwiDll a nE B.RDxO Ara ITS GDIrMrs. � _ � �. .__ .... — ._I � I aN+c _...- .... _ ... ...... M F]hTNG C.OVi6, Ml SYDW SHRWw6 MTO.-INO onER , ECE x6PECIlOMS REWPE➢B/ '2a. ALL Dt6rta w10GL AND EWIPRENf TO BE RDIphD INOFA Roy ..',. - i- �I I I _ I E I I .ET ,,..EItP SIDN 7AKK I P• PIRA NUMBER � ARW 9vLL ff CO[xODMEO YRN HLRDMO OVER 18TNL [DND/CG ROl IRDMM THE PROPERTY a THE QAEET OR BLNL ff .-..... _ ._ I _ GOIAIDN YMSES AT PWR Of CONaDIION ro THE FXKTIIG PPIND - OFYOSED 6 BY DES CgTPKTOi AB wEC101 BY RE OxIED. - '' EVAP ..-� E VAPO<tAT@i PD, ,.,.,'C_ PRESSURE DROP - - L ........ ...._ � .. PROJOC T]WDUBY OUCG CND AND/N CVIYECGOtd ro Wd117E - - .:... .....,_ I ... _ - sxunKlNN TA¢ a: ,ff c9xmv➢w sxML Dm ML DxAMFM Mro wivw5.Ma I a i 1 g pAaS OF�WRONG.�q Sp,.M��pR �^.: E V T ENTERING WATER TEMPERATURE ��� PH PHASE �� I. slRars,smMXs Mm PAV£YOOS,PRPE PRw WGmu AxD I j ,.._. .-. 7. _.... _ .-. KAT LSO .. OEBRG RSIILTN6 iROx THE ExEGUnON 6 T15'xDRN. OILS$ EX I EWwUST I PLBG I PLUMBING 1 I � wmN xLL wr ff PDWllim ro AccuANAiF DnER ON DE ., _. -! v f H Ml A - WGRdt OR 11R EYIWDE _ I EXISTING PEES .. PRESSURE EXIST 1 ' E%P E ANSIDN RV- P PRESSURE REDUCING VALVE _ .. .. _ XP . • - - - ' F � DEGREES FaPOUNDSENXEIT - t PSIG._- 1 POUNDS PER SQUARE INCH GAUGE � - FIRE DAMPER I PVC ( P(LYVI L CHLORIDE I __ f �� (t10 l • - RG FIGURE I DP i PRESSURE DIFFERENCE ---- I _-_. �-..-- ___-__ __-_- O A7 ' I FIN FINISH - - FL RR I FLDDR _L RE➢_D--�REOUIRED - LEGENDS, NOTES - R --I FULL LOAD AMPS -- I RM - i RELATIVE MIMIDITY-FEET PER MINUTE RATED LOAD AMPS AND 4 - - ABBREVIATIONS I FOS FUEL 00.SUPPLY i RM ROOM { 1 FOR R.EL OIL RETURN VTY32000 RPM I REv[LUTIONS PER MINUTE I I .• �._._.—. - - I GA 1 GAUGE- I SITS R®1 TEMPERATURE SENSOR_, .__ I - N.T.S. - . 09 IS 03 RV i RELIEF VALVE DNUm CT I NxW Dmx: • .� � � - a . . 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SI :. , TO BE REMOVE➢'` 1 I I y , ' : ," . d': , .. NEV UxDFRGFouro, r , '. '. . . : W TO TAIix- : . : ,_ !\ .::._.:_.... . ... .. ..� `NEW CONC PADw. p 1. c-.. .« ;' ,. .MER SDD-K BEI.o.NEW .: V. 1 .I ,' .�.,, , ! -.,..� ::. ":(FN9tA YOWIL ........GENFRATUR.NODULE � .... - 1 : :. - PST.AHU -, -. - -.:. DEg4.:. SEE MCWTSCTURAL OaGWIR45. __ a • : N: I 1 • .ro BE REMOVED 1. •- ..IBr.VERa D) _( _REIIOYEETST - -. #-. >w - _ a, _ ,,. : .._... . _ _... __ ., - - -- - _ : r - . ......,I_ t .. .. • __ ..:. __...: RK PLAN __ -. . ::..._: - -- -- - _ NEW WLR 1w V - - . 1.. . , - . DEMOLITION BASEMENT PART FLOOR PLAN `EFST DEWT '( - S --1°-0' °- ' 10 BE RE3WYED .. :' - - , r a . .r - -A'd I .. REMOVE EXIST. . ' - _ _ ... . __ _ ..._ - '.. , d, K.. T r ,. .. � .TANK '.. V '.n .. - _ .:, .._` oN WORx « _ DEMOLITI - - - s..1.RflIOVE ENSTIXG fiJffRAT7P AN0 ASSOaAIFD APPURTENANGES'-. -I - .R,. - - , , t - « - - - I ! By VEIiQDN EL , {, A . L ., •. „ "" .. i. ' _ a .:. .i RD10VE IWVBS,DUCMYW s DAMPERS: ', : . s I'. _ _ --,'„_ _GENERATOR MLEFlFJt AND CCNOENSAR PwINC AS WDICATED. - s. - '3. L. ' 'r: : " .. ? _ _ .I REMOVE CASING .' - s_ , ...._..._. __ _ {.,,s<- . .-I ♦REMOVE RIEL aL RPM 1A TO'TAN-CWTAACTW RESPW561E FOR' : - - .. .;,^+. _ _ , Wald - - PROPER D,SPOSAL : - - , a - HVAC WORK a cTaRAG ROW : ,. ..- __ - - s : . .-::. ._........_ ..:_. # w -:. a AND WCTIVO K CW1ROlS •�'-...y. - µ -..: • 1:. Y W SRRY AND REIWM RPWG F t � + _ _ ,: - - I.REMOVE EYSTNG ANU.ASSIX2Alm RPDIG - - .� I.PROVIDE UNOERGRIXND iUE1 ! r ' x .: r.... ,.PAD WTIN TIE ROOM. ,- ,. - V v - . - - I. 2 UPGRADE Rkl C4 YMEACELRNT 10 NCLWE OR LEAK DERCINW- V.t A • + •: All ASSOaAIFD APPURTENANCES AND'PAp. - _ , '. _>•;.. - _ 2 REMOVE EASNG CWPESSaR, - - "'- I J PCNI EKPaG TANK.ALL ASSOaATED APAARTDRANCCS ANID PAID.; .. - .. • • FOR UIGSTNG PIaD PIPING W LEA EEML CTON S N TO BE CpWA1NRE ___ -. °, • - ^: - I.': 6TAIXED i1L1FN5 TO fENE1tATlYi ROOM : '_ 4 -. 'WTI E%ISTNO FEF➢FIt-ROOT TEAK OETECl1ON SYSTEM. . '- I_ a.RELOCATE MIND ,' :. _ _ - f. .; - , .1 x- i 1 r- • ,..'i ...:.__..._ ..........: ° VELBED'ELBEI - P ♦ - F.t t g - _ .. .._...... ....... a. - .. _ _ 1..: - "' __ . _ ..- V/ELDED.xITERED EtBDV ". -" ..I '' - _ ♦. , . _ w. . ...:._.-_. __...... _.._ - - _ .. P. P .. ..... , .. _ __ - __ .. .. P ':. .. _ _ :. .-. DEMOLITION NOTES` -. I. I. ALL ITEMS REMOVED DANN,DEYWTW SNML BE DISPOSED OF aF SITE .:' PIPE SUPPORT$PIIIER ..'. .. 'U•r. _ _. 2 RF1nVE AND aSPOSE 6 PROPERLY.EWPYFNi AS NOR➢AND WCIYORI( `� - - l0'-0•❑L. ,.'• - - e' ' !. AND ACCESSWSS AS FEa1WED FlR TE PROPOSED IwTaOVATpLS r,'. .: ram'A^ FUF1 PIPE - „ _ _ ., '.. 1NAT.DaS NOT APPEAR TO SERVE OTIET SPACE NOT W CWTULT 1 ' - .. x 3..ANY SYSTEM WTER PIPE:. "I: _ v„F SHALL NOT BE REMOVED-OUT-APPROVAL OF ARCWTEGi//TJ1aaLFER. - ,. e { *'. - • a,ALL WCTW SIES AND UXATWS ARE APPRGWTE MID ARE INTENDED ` r' - . ' :. -TO BE USED AS A'GEN G DE IT SHML BE TE CONTRACiCR'S RESIRON NY i`" : : � -_--• ! • .. - - . - No. R . ro FRlD 14.FY 11E EfOS1WC R15TAbA1101R.ro OElE1RYWE lHE IXTENT OF DEYCUIDN.I.." ,.. - -•• + ' . I - A , : .`. 1•COUPLING.L INSPE[TI[RI .CLUED'COUPLING Kay r . PLUG 50'_O..RC, A. +. - ®� . f - : ` NEEDED FLANGES - T1f21T WSKET I <. :. - _.j w wS NEL 0 . • . a.' , ' M HANI L �a SEQUENCE OF OPERATION FUEL OIL PIPE DOUBLE WALL CONSTRUCTION ,, ,, sx' . ........ ........ ............ ..:.... A. k 1.WML YWx1FD IIEl01OSTAT WLL START ET-1.Fw.IR ip�ERATURE N ,.•„ �, { v - - . _ t /� TIE ROW REACHES BOF(AOAlSTAHE)AND STGP WEN UNPCRATURE . ♦ _ I" �G 4 ') - •` I SETPtlNT N TIE ROOM b REACHED. . I - •• • a , - - i i MEN EF-1 IS CALLED TO RUN MD-1 AID ID-3 dYl .. j - • I - ,. - }A - - } I. OPEN.WEN FAN STOPS.YD-a AND YD-2 SNALL CLOSE. ' '' 1 • a1 - _ - . ,y ' , . .: - . r , . • . . _ : . _ 1. pev.6q NM' ,. HVAC LAYOUT . { , . r . . . . , .. . : .. ! s&N . .. �{ - - I.. 'A. 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V(Y32000 - .. .,' .. _ sex . .: -.. ., - ..: : .. .-. - .. sale: NONE . -.. _ ,. _ ,.- -. . - ^ .. - uan IER Imre Dal.: 09 15 03 . , :.. . :. a o - , , - I ;:' ,: * Y t+, • .r OUiSIOE iNE YFAQON CMIYUIOGIIDN$COYPANIFS IXCEPE LINDEN�MTREFN AOR ■ i' , '.:: 1. a - N0T EON USE OR ONJCLOSTINE ? . .. -, E- r - „ -. -y LL y .. is .F �s - _i_ y y -, i 4 w wD wt wD o ® m o o �0® ®�®® ® ®®�!�a. ®eye a®ao� � a.r ® � ® Q4tp d 1 � °��' � g � B � ,� ! t .�.T �� 4 �1 2 5 z ? rn R 3 �` �` � Zvi� a ' �IItI ! r�i; 4-- i \\ � g ! aa � ® ©�s Ir W �^ $i so ®® [a -.m ®®m � " ® IPoo -0 � ® a s �a I i l I I I i I I _ as., U L Y ., € 2 F ' • Y2 Q2` �F'^ o �� B -y F ��" o � TiR6`�' ^ 9`�n 0 Pi { {{{ 8 h2 "88. -gym- -- - 5 ;€ pl � D Him®®®®o®®®®e �� b009at����'-07a� Ry1 gig y In 15 L .8,�8 000Q.0 ® a ,goo S� _ g 2 l R 6 C R 4R�R � - �S�^ a• �J g ,$ .+_ ,.Qr R � M .R Mn - - o i " g 51 uI$'.ash` z Eli,VIM 1299PAN9 ul,p^spF�������������f���o�m��5s6�:; Pa mrm- d CO . � Gym a mn ,i ss j � A S113S� iiIIIIII � ! ! � � I � i � II�II IIil � i iee�;s� , FIE-TRKA,L SPECIFICATIONS GENERAL NOTES P.JAFt WAWWN . Pun 1 G'uFRAL T.EXACT EOUPYEYF AND OMCE LOCATIONS BE tDOROI PAL R oWxw.wa+rEc.cD+mAL cNACIaR AND uYwFACIERS SHOP DRAWINGS y CaENER�ATYO�ARM•W• III. GFNERK REOUwpIpTS •, I" CIRCUIT BREAKERS.FUSES A DrSO NELIS. 3.03 .CONOUTS RACEWAYS n - 3.09 SIDPORIS 2.EIECfROK COMBUC.TOR 9NLL F1Rx5H AND WSiN1 Nl INDDEiNTAL ACCESSORIES REPLACEMENT A. .SECURE ALL SAPORRS ro BWDTND STRUCTIIfE AR REOAiID. NECESSARY ro ESTABLISH A COMPLETE AND OPERABLE SYSTEM. A MABMLS AND WOIWAN9W,UNLESS OTHERWISE NOTES SIHAIl RE - - A 3/4•MINMUA RIM CUDUB SHALL K USED N ALL NON-ACCESSBLE LAN" HOXBDNTK RUNS OF YEfNIJt RN:EWA4 NOT YORE iIYN - W ICCCADVA'E WNG DUYDW STANDARDS, Al YAIEWILS IIID A GRCUB MAKERS SALE BE OF ME BOLT-IN QUICK-MAKE OUKN-8RM CWCENID SPACES. 3.ALL EIPOSED RACEWAY AND AINCTON BOX COVERS SEWL BE PANTED m ITCH - t0 FEET MART. SLPPORT AACEWY RISERS AT EACH FLOORLEVEL SURROUNDING FIBG TT ES. 40 OCFAN . EEQUIPMENT TOIN BE NEW tE55 OTHERWISE NOTED. ` HYPE CO.. S TOR wGIENr tWA;STIIREs AND SHWL RW FYPOSFD RICFWK PAR..in YARN OR AT RIGHT ANGLES ro HAVE A NWMw 911URT CIRUPr RA1W wH,ABE FOR WSNG B ALL EDN959 W S".PORTED BY STTTED, A.COMMITS TO NYAML41 11A M N1 AHWAJGBE CODES,1.VF AND RGRAIOP6.GfNmPANW OR - CONDITIONS. CEXNG CE LED. SHALL.HOT BE PERMITTED, ALL CONDIN SHRILL.BE ANAL a.WITH GENE LpCBUC,OR SOUL COORDINATE ILL CLOTHDAMNEDER CpADO.PATCHING.Eft., RL,VRND TO AxY POR110N OF IRIS b'ORIE,IRE H+ETEM INWOfPORATm Rux CONCEALED. LAIR GENERAL CONTRACTOR LAD sBdATURII ENCPEDt. .. INTO AND MADE I,PATH OF THESE SPECI1CAilpS. THE CONTRACOR - B. CIRCUIT MAKERS SHALL BE THE TIVAMAL-MMAETR'TYPE HAVING R SIum PANEL RNCTION IDD PLL BOARS INDN RAGED RY ro SHALL NMEM ARCHITECT PRIOR TO SUBMITTING A PROPOSAL OF AM MYETAWC ELEYDn FOR TIME BELAY OVERLOAD PROTECTION wD C. ARYWIED CABLE(TYPE A:)F AALDWED BY LOCAL CODE AND MADOC _ BUmAG sIRATIRE WITH NO WRONr BEMNG U WaWAYS. 5.ME ORAWWs AND SPECIFICATIONS ARE COYAOWFMNIY. F A PARTOULM BOI WON OR wWAWS YIXEH VHOGTE wY OF ME LAWS AND MIGNRIC ELEMENT FOR SHORT CHICNT PROTEROMA MANAGEMENT 5 PERMITTED MY IN ACCESSIBLE CONCEALED SPACE 5 GALLO)FOR MORE TNT OHM IN THE CONTRACT DOCUMENTS.THE HIGHER GUM REGULATIONS. UD'WON DUE BY ME CONTRACTOR Cw9NG SUCH C. ALL uOIORS,'fASTExIXS,CIAYPS,ETC..sNALl RE WAGE OF STEEL SHW1 ff ll5m. - [ry1RMIy: . VIOLATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT WO C. USE INCR RATED CIRCUIT BREAKERS FOR WAG LOADS. D. BRANCH ORGUR WIRW FOR POWER AD UGBNG ABOVE HEXNG AND SHALL NOl CONTRA.WIT l♦:A0.WOW.PLASTIC.ETC. 6.ALL.NEW CIRCUIT BEAKER.FRONDED SHALL"ITCH ED 0 FIFCTRKX GWtALTERI`TICS AONTRACT WRIT IN OWNER. .. CEILINGS ND w ACCESSIBLE THE L09 SHALL SHALL.RE RUN w ELECTRIC .. (AO RATING.MANUFACTURE.ETC.).WTW WILL.BE AS INDICTED ON DRAMA& S D. EACH ONGUIT ONLY THE 51WL O MILES UI w INDIVIDUAL CASE METALLIC I�THE ME SMALL. 9BE BE OF uTH A MID.TUBING, - �L�^� C. CONTRACTOR BOONG THIS JOB SHALL VISIT AND ASPECT TIRE JOB SITE - PARTICUNG ONLY THE NUMBER OF PpES REOUINm FOR THE THE INTERIOR OR ME TURNING SHALL BE L"Im SNAL A E USOLE PANT 3.10 LORHEL110N W EXISIW YIOAII " T.SOP[DRAWINGS REVIEW 00L5 NOT APPLY U ISHMAG 1M Apt REDEYE THE I]8lV\[SJJi . TO SQUAR ALLY Go. CONTRACTOR R WSLW CONDITIONS E SITE - PABODUR BRF.NER. OR IAWU00(CUPRE551gN TYPE CONNEOCN9 SHALL OF USED FOR CONTRACTOR OF M RESPONSIMLM FOR NRNDING w'mw.s OR PERFORMING THE yF VI S-BUILDING ws BD.MANAGEMENT TUi SOUL NUR. CONT ME SIZE _ - - EQ EMIT CONJECTONS. SILTED FIE%IETE CONWIf FOR VOMOWG A WORK wSTNSU EN IA NEW WORM wO ECONNECTIONS MWAA0^E%ISTWG WORK W FULL CpWIUCE VON THE CONTRACT ORANINGS AND SPECFKAINUIS. ab . ' YSn WBE mE FAMILIAR I RL•DODR AD/OR OWNER. CONTRACTOR E W CO BRMERS SANE SE OF THE SANE MANUFACTURER AND SIWL m AN RNA IESSIBLE TRANSFORYQS.ETCH. MUNCH CIRCUT w. - WORT W W9ACI WWII INTERFERENCE SHUTDOWNS 'NTH AFFE ING OTHER. FEVEW OF SHOP ORANRNGS SVLL NOT BE A GUARANTEE OF Tiff YEASwEYpR OF ENHL BEGONE IS WOR WITH RRGENDS TAT WILL THE THff ff CUPATBIE WHIN ME PAIBBDAD. wifNW INACGESvac LOCATIONS TO BE RIN N MGD S1FII OR W. AR ASSIW ENSURES. ALL SWITHILLNOW AFFECTING UREA. EXECUTION OF HIS WORK. DURING 1H6 NSPFOn0A1 F THE - AREAS SHALL BE COOOYAIm WITH"DOING OWNER. RHYS BUILDING OR ME COT-01WN5 ENCOUNTERED. ♦ - nl'ILILILM�0aPtm COMPACTOR FNpS ANY OBSfRIX;TIW OR INIFIFEAENCE THAT WY F. PROVIDE NNfDIE-LOCKS FOR ILL CNCUR BREAMRS FOR THE UE• E CUT CpDUT END SOALE RAM SMOOTH FNNf MALE MMAD5 OF �BI>dWy.�P� PRpHBiT ME PROPER IIVSfAUTOH OF X6 WORK.THE 6 m 1AYFE R AND'SUIT LGHfi WITH"'TERM WOKS. -J. FIELD TWEAOEO RACEWAYS WITH GRAPHTE BASE PPE COMPOUND. B-COKNECT NEW WORN W EXISTING 1N NEAT MID APPROVED MANNER B.CAL FACILITY SI WIL REWA ALINE WRMG WACIENT,TON.EPHO E GMON SOUL.BE USED'DIEM WORKING ANKENT TO 1ElDaRE E TAM .® TO ARCHITECT BEFORE AND AT ME THE OF SUBMITTING DRAIN UR FGIB NW RACEWAYS COUPUNGS, RESTORE EXSTNG WORK DISTURBED WINE INSIALNG NOT WORK W - _KNOWN OF WIRNG.COxSIR11Ci1pN WITHIN 0 FEET IOFPHDIE EWPUFM A10 Fi 01TATAfl1 THIS 6D. • G. NOTED OR SWBGES SHALL BE ODOR DUTY E NON-FUSED(AsED - KRPHIBLE CONDITON AS DETEAIONm M BWDWG OWHEF. EOUPUFM ETI E SPECIFIEDTO A VEABON)SHAM TAKE f1.AfE WWap�® F R RUN ALL CpOU CONGEALED IN VOICAFD Y OPERATED fY15Hm AREAS IPAtE4 NOTED OR AR PEDDLED HffMA HEAVY OU1Y EXTBMWL IIPY ro Tw DumRc SAFE TIME( } BO D 5.ME TW THAT D RE INSPECTION ION aN TIE oRIYWNGs: C. DF30NECT. AN CIPRAL MATERIALS IN AND . - 0. BY SUBW59OR OF ME WTDE NOT TUDISHED LAIR ST.NfW CONFER ANDNL OTHER - RpTQ[ REEOCAE ELECTRICAL ATXWtlWFI , HAS BEEN VIDE AND AM. NL THE W1ERN3 AND lEOIRED P0ILRT5 ROLRD BY CODE. WIEIJ USED FOR SF EL.F SUS,SV E RELOCATION FOR ALL WORN. .. .. EAMYENT AIS HUED AND AS RWIRm BY CHANGES IN _ 9.CWCUB NUMBERS ARE FOR(AROANLE OPLT. EACH PANEL WORSE SXNL BE AP%IMAN OR,THEY SAVE HAVE AMG TYPE. LABS.M6 SHALL BE G PASS RACEWAYS OVER WATER O RA W OTHER PIING WHEN PALL LOMSTRUCnON. _ BALANCED W WTNN ta:OF ANY OTHER PARSE - JR&A E 1H5 COBRACfOR IS RESPONSIBLE FDA FEED COAIDTROIS AD FIELD B155MIW OR GOBD CURRENT LmnAD TYPE YIAWY 1W.CO0 W. BW6 ARE FIDE REWIREM NO RACEWAY WBHN]-OF STEAM OR Im - COORDNOCN NTH AL 011HE31 TRADES. GRORT BRAKERS WI MUY IO.00O WE FOR 120/208V SYSTEM AND UK OUTER PIPE.OR APPINIMM EXCEPT CROSS00 WHERE D. ILL RALEWA'S TO BE ABANDONED SOUL V.=Wffff WIRING AT TOVJ 1M NORM MNGIEETI/ARCHBFDT OF.ANY CONOADICfgNS FOUND U THE OESPGN . .. ta.OW AO FOR 277/46OV SYSTEM,UOLSS OTHERWISE NOGIED. (EOLLPMONT)AND AT LIVEsm.CB AND CAP.RUSH TD SURFACE. DOCUMENTS. WHEN w=SAR. E THE WI EXRNSVE cOFIDBOU N sHAL.BeBE LAm.. Jl0BF11 RIA®LYDAtl00AFR! H. RMEWAY SOUL BE AT LEAST 1'FROM PIPE CUED, IN THE BASE BID. . 1.02. SCOPE W WO" E -.DISPOSE OF KL W11ANL MO EOAPYENT AS DIRECTED. IN . RUN A P BUYDNG .. ` 11.N1'RXIINES.OUTLETS,SWITCHES,ETC..LOCATIONS AND MOUNTING HEOMS r - U Kl RACEW K PARALLEL AAD/OR PEAPENOCUIM m _ A SEGUE AL PmMIfi,ECERMGI6 UCOAND Eft.SO&TOES PROVDE KL `. 205 DEICES - WN19 HOROOMK-OR CROSS RUNS W FULL HEF.HT PARDONS IRO F. WWHIS CONTINUOUS ORAAlIOfJ OF WSTIND FN;WRTES AFFLTED. _SHIRE BE A$IHIIIGIED ON MEAGGIDECTURK DRAWINGS. FOR A C LABOR,AND EOMMINr AND ELECTRIC NEt65A0' • WN15 NOT PmWIIED" BIT THIS WPM. - T H A FOR A COMPLETE ANO SATE NSNLATIU OF NOT UCAL BTO E - - A WOUND DEVICES SHALL TE OF ME SPmFWISEN GRADE ILL DEVICES • - • .. .. INDICATED M Me MAWNGS.pOLUDW BUY NOT UYBm W THE SHAM BE TLISX YOHNIm lXIFSS OTHERWISE NOTED. - .A COHOIKT SERVING RECEPTACLES AND SOw1 OUTLETS INOUNTED w G. 'RflD-IE COxOATpS FROM WSIW A•CpAYS W BE.BINRED. •.. 12 HE PANNUMBEREL OO SHOW A Y CIRCUIT BE AttO"'SLY ARID COMPLETELY SHALL. .BE OUT WITH 09W0 S . FOLLDWANG: LDIL PARBTIDX WALLS SNARE BE ROUTED W WALL MOUNTED JUNCnpI _ _ AAK T PANESI AAD AREA SERVED.CA GO EES OF EXMFEC PEE COVER. $IMLL . CLEW RACEIYAr AS RFWWm PROR W REY'IRNG.:.. - BE RASED W SMOW ANY CRCUR CHARGES. DIRECTORIES SILL BE HYPED AND • I.' APPLY FOR M OBTAIN ELECTMCAL SERVICE ro MEET B SNQ1 POLE SWITCHES SHWL BE 120/2TY VOLT,20 AMPERES.OUST' • BOX.BARRERED FOR POWEM/"TA/TEL(WITH BANK PLATE)M N ..ALARM AND EYfl GOICY SYSTEM NOT TO BE WFARLPIED: - /Ftt W PAxE1.POwD INIFRIUi WTEMOR W011 UNDER PROIECME CONW. • . REDUIREIENIS OF THIS PRMIECC OMRAYOII TYPE SIWLIR W ARROW-HART W.il9B1.COLOR OF FURE)COMINS-C %FLOW AS REDUM. TOGGLE SHMLL BE AS DIRECTED BY ARCxiIFCT. 13.PRIER AID MAINTAIN ALL.SERVICES W AREAS WHICH ARE NOT IN CONTRACT(N.ICJ 2 INSTALL ILL PA ELBWM CWDJfi.WIPLNG.M. � _ L F SPACE MANSION KE ENCOUNTERED N ROBE U OF DR COIDUIC N L TEMPORARY C SENT OF DUNI p REAPED T ff AIDE ONLY WITH CVS AUV EXT AND CREV R REVERIE FOR AREAS DESGA'ED HLC. - - _ C COHJFJRBKY FOYER OUTLETSGROUNDED. SHQJ BE COLOR TYPE}2pR Y _ LOW OVAL FROM PRYUED CABLE(NIL) GE BE USED WITH OWNER, WRRIEN'CONSEM OF DWAT AT TIRES NOT W PREiFIIE WITH �0��°O � 3. INSTALL LIGHTING FIXABFS AND LAMPS NEPEAE I POLE.3 ROE.GRAANDm.COLOR AR SPECIFIED NT APPROVAL FROM OWIImY FRO.FI.T MANAGER AND BUIWG OWNER, ANDBNL OPERATION AND AT NO Ap1BIONK CHARGE 05CONECf AD REUOE OBSOLETE WIPW,.IIDUOFD GODURS(F HF0 N AREA OF -_ 50%wRYIS9p1 12/4/02 ' IRpNRT. Ia,MIRK _M. WHNLT RAEWAY TO MOTOR TERMINAL.18INCHS IN MIN AMID 0 J. ILL REWIRED WO"FOR THE-RN W ME EXISfYG EOUPIENT SHALL BE BE RENEW LET 06�10/OS - a.- NSINL WW1 SWTLTES,RECEPTACLES.TELEPHONE AND DATA KCOPLSHD ATFA 1TDUR5.TIE EXALT GY aHD lYE SHALL BE � . 13.PROTECT AND YAMAN CWUf COmW1TY m EOSIWG DEVICES W REwUL gp sn OB/pl/03 - WTLUS,M. _ D. "i E.WFN LADED 9NLL I. NEW.TYPE 5-2DR.. NIPEIE 2 FOIE: - HOT TER TIN CONDUIT:MINIMUMFNY IB NOES O LNOTH u0 50 N SLACK W DxIiTED BY OWNER TEND AT NO ADDITIONAL.CHARGE. 3 WERE.GROUNDED ND SITY1�ORANGE N COLOR. HOT IEAYILMm w OR FASTEN RACEWAYS W MOTOR TOUOAl10P1 16.ALL MXRN TO pSrINC HARE ARMY SYSTEM SWCL LATCH BIODW PROPPoETORf ARE S. INSTALL.RACEWAYS AND CIRCLE WORD. E' DEVICE RAM FNSN AS DIRECTED BY ARCWIECT - 1.11 AND - A - - CUTTING PITCHING M _ A: 3.04 WARE AND CABLE - _ - ....._ 1.03' S AS-'SUBMIT W(6)SETS(ONLY ONE WILL BE RETURNED TO F. %DG-N METAL SURFACE RMMYAK 20 AMP RECEPTACLE 6.O.C.. A. 1H5-CONTACTOR 9NLL BE RESPOHSBLE FOR ALL CUTTING,PAYING _. ALMA SYSTEM YADFACIIMER . ------ CONTRACTOR)OF SHOP ORAMNGS MR TIE FOLLOWING •. U.O.n.ON ORwI1GS. SNAP-0N COVERS FOR SCARES TOW AND SLPEW A NO CONDUCTORS SHALL BE PULLED INro ANY COhMUT RUN BEFORE AND PATCHING TOUT NAVY BE RETUNED FOR ELECTRICAL WORK. ALL _ _ . I ON COVERS FOR OTTER YPE&SM WR TO WNDIpD CO. ALL RED IN JANR.ATTE MANE VP TIGHTLY THE ENTIRE RU b•.` PAWTING 9Y11 BE OF THE SANE MATERIALS,WpRMA91P.NO * rA'; , A OVEF LLBRENT PRO'ECIION DEICES(sWMrc Es AND ORFAam) SECURED N RKE- - �_ A FNBR ARO SHILL ADCIIRAIELY ITCH NL SURROUNDING WANK. _ _ _...... e + B LIGHT"FIXTURES 106, NIGHT AP RDEs- + ,'• EL TAG ALL FEEDERS'wD BRANCH CIRCUITS AT Nl SPICES.TDIDNIOH - B. LPFIEDNIIONS THENNUGH ARE RAM ORPm M1IIW MFPOED IiflH005.PARTITION"uTER ETC• _ .... PONfi.INAL PULL m%6,CABNEIS.WANE 1ROULAIS,GUBm SPACE: RE OF WORIF UHOER THUS SECTION CLEAN UP R6U.WT C. -E180AfA5 A FUOR6CENT BALLASTS SRALL ff HA CLASS 7.OF ME BIDRY .. AND OTHER DRIDSUES THROUGH WHICH THEY PASS. .a DEHM FROM THIS WOW.SAD RUM FROM 511E - SAVW DESIGN wFER COW HEAT DESIGN MM HGI POWER FACTOR C. SAUCES OF BRwCx WSMALLIEB G SMALL BE WOE IN JtNCTION BOXES AND 0. ALL.DEVICESOUL DEVICES AND S CONFORM W ANSI AND W SPECIFICATIONS WITH UL LABELS _ L _ OF APPROVAL AND C.BA.CERTIFICATION AS TESTED BY ER.BALLASTS SILL BE IV OR AD NAME MECHANICALLY COME SQUARE WHIN 3Y 3.12- l8N BNMCW SOUL BE BUIMDNIG STANDARD OR F NO STANDARD 95M SOUL BE AS TYPE C DCN OR NNAILONAS w0 BENS USED UVL CONNECTORS. GRIP H A : M PAR'• PPODMC S ." MANUFACTURED BY wVUDE UNNFISAL OR GENERAL ELECTRIC. _ TYPE CONIEDTORS SHALL HOT BE USED UNLESS NOTED OIIEAWISE A WITH SIILL L AN EITHT LOAD BETWEEN EN THE FDASLY WITHIN IM OF EACH Gi 9ULL BALANCE ME LOAD BEUIIN THE PWA$S Nn1WN NOS U FALN B. FLUORESCENT IMPS SANE BE ENERGY CONSERVING TB.RAPID STAB D. LEAVE WIRE SIfFY.II HG POW W TO YNMNG FALL - OTHER USNG AFARODE ON ILL PANES wBSFOLTIf W COMPLF - GENERAL DEMOLITION NOTES CS 201 WERE AND GIBECONNECTIONS - . . TYPE COLOR SFWL BE AS DIRECTED BY ARCHITECT. DIPS SHALL RE CON ECIDNS. W RACEWAY OVER 10 FEET N WHICH WIRING IS HOT OF INSTILLATION.EIECBNYI CONTRACTOR SHALL SUBMIT LOAD AVANWIC A ALL CONDUCTORS SOUL BE BE COPPER.TYPE THNM/THWN"$WAIT WN ED. - AS UFACURED BY GE.SMMAIAOR PHILPS OR AS STOCKED BY. INSTALLED PRIMSI f19R RARE REPORT m PROJmf YV4YUA TOR APPROMAE- _ t CONDUCTORS SHALL HAVE.600 VOLT RATED E&RATION,UNLESS. Guam MANAGEMENT I:REFER TOTI WORK. L DRAWMS FOR BWHDAR16 AND ADDIIIGML OCTANES _ A .. E. PULL NO THERMOPLASTIC WOO A TEMPERATURES LOWER MAN 37F _ .,ON DEMOLITION EN. � -. ........_ .'.. A UPON COMPLETION OF ALL ELECTRICAL WORK.CONTRACTOR 9R41 D.COQROwTE OEYOITGN NOB(w ACCORDANCE:WITH ARCATECfi M/OR .___ -_ OIHEAW'SE NOTED. A C. ALL vIf.ANOESUNf LYHPS SLAVE OF 130 VOLT. lmwm BY COME. SUPPORTS FOR WIFE N RISFA CONGA As. TEST FOR GROUNDS AND SORTS,TO INSURE PROPER OPERATION OF GENERA CONTRACTORS PROPOSED SCHEDULE.' B. THE MNYU RARE SSE FOR 100'IN LENGTH SOUL BE ND.12 IYYG w _ EXCEPT 120I CAICIYIS OVER.I W'N lE1NOx WHOA SNARL BE NO,,0. , W. ARL INCANDESCENT ION. R%WR6 SWIRL BE EOUPPm NTTN THERMAL a'. _ .. •"'' ELECTRICAL. EOUPWTJT. REPAIR OR REPLACE F.WLtt EOPPUEM Pi - {.. AMC IBNL - 3 PROTECTION. _ * 3.05 PANDBWRDs. NO A COST TO THE OWNER.SUBMIT TEST RESITS W ENW 40 D.FIFIT FITTINGS,M RICK W 50�SUPPLY OR NEAREST JUNCTION BOX BEYOND AREAS TO - _ •e . C. RMESSED UGHTOO MITUR6 IN HUNG CEILING SOUL BE SUPPLIED E. FIXTURES SHILL BE AS SPECIFIC BY ARCHITECT AND SHALL BE - • - - - RE RFNWAED.PRIOR TO ABAIDOINENE EACH CRCUT SNN1 RE IDENTIFIED AND LABELED WITH W. _ _ - _ _ _ ____ - gDVOED WITH ELECOICIE NIONG WITHIN FUTUR SUfOBLE FOR A COMPLETE C PANEL.CONTROLLED BY EACH N ttCUIT FDA TEAT.INDICATING ME ., - • y WTTH TYRE 110YN WwUTm WIRE N ROUBLE METALLIC CONON. SEANCE CORTRp1ID BY E•LM CIRCUIT FOR NEW AND WS1NC B. GUAWIITFE FOR ONE YEAR AFTER ANAL.ACCEPTANCE NT OWNER OF + . ALL WA PAN D FLOOR NONFUNCTIONAL. CIRCUIT TI NAL. AND LOCATION. • + LENGTH SHALL NOT EXCEED SO(6)FEET. "CONNECTION W BRANCH CIRCUING. - PANELS. - A11 NORKYNKNP AND wIFJdALS FLIRSIED. A ALL ANAL AND FLOOR HROHFIANCT1pHNIL OAK6 LDGTONS SOUL HAVE ABANDONMENT PGlES, D. CONDUCTORS IS AND AND LARGER SKILL.BE STRANDED. F. PROVIDE GROUNDUG COMAECTONS FOR LUMNAHES AS REQUIRED. - - - B. CLEAN.VACLM AD TIGHT N ALL CONVECTORS AND COHERGG I IN _ - - FLUIDS OR 0O105 WSTALLm. • G. ANY OFFICE WHFCH HOUSES ANY ELERROWC COMPUTER OR DATA EXISTING ELECTRICAL EWIRYENT REUSED. S.METE WOdNG.DEVICES OR Eou"m EXIST OR WALLS TO BE DEMOLISHED ALL COOW. E. FACTORY COLOR GONG SOUL OF AS M LDWS:120/208V SYSTEM _ PROCE4BO EOUPYENT AS SOWx ON EOIPMEM CODE SCHEDULE ' W ANG.Fir,BRWS.ETC..SHALL BE REMOVED TO A POW ABOVE OR BILDW SUCH WALL AS A RUSE A-RED.PHASE IT-BLUE MAU C'-BLACK,WEUUK-WHITE Mlsf 1EET SPECIAL ROUREW NTS w ACCORDANCE WITH ART,0645 C. SEAL EXISnND PANEL FJJOCN-0 MOT REUSEDD, - _ MINIMUM ZTI/a8W 51STEM PINY A'-BROIN.PHASE B'-WRAH(.E ANY E'- OF THE__ELECTRICAL.CANE ' • - YELLOW.NmRRl1-WHITE FDUPYEM GROUND�AEEN. a S.ILL GI .DEVICES FIELD EOUPYWY IN AREAS ApACpT ro pEMIGLIHDN MEIIS SHKC PEUAILN 3.06 GROkfiNG - ENFRd2m. m 9MLL REED VERIFY All.DEVICES ON MLH CIRCLE W BE DEYOSXED GC SOUL BE NOTFTm 2a NOUNS filOR ro THE TEMPORARY POWER DISCONNECTION TO AGIACD/f F. WOE COLOR CODING WHERE COLOR-CANED CABLE IS NOT AVAILABLE ... PART n. pEL'UmOu - - ' -AREAS WHEN SUCH OCCURRENCE IS MD®NECESSARY ro SAFELY PFREUW THE DEMOLITION OF -- -- _ CERTIFY N wPUNG AMID REOUESI PERMISSON FOR OVERLAP COLOR A PROVIDE A GREEN GRAND CONDUCTOR w ALL CIRCUIT CpDURUA5. - TINNG CONDUCTORS(MINIMUM LENGTH 5)W.KCSSBLF LDCAIONS. • • - ALSO.PAROLEE SEP/AAE 6OAIID GROUND CONDUCTORS.WAIUu - REPAIR C ACEN _ .., .. ., COLOR CODING.ONCE Seim OUST BE USED COb6TFNRY FOR U FOR NL DEVICES OF ISOLATED GRROUND HYPE AND RUN BACK TO - _ - .._. ... _ .. THE ENTIRE P OJECC. J.01 TELEPHONE.SIGNAL."TA AND COMMUNICATION SYSIEY -P r SOAIm CPOIPO IBIS IN PANLBWO. IRIS.""NOT RUEV£TXE Y. IDJACONC CONSTRICTION/AID ITHN5HH6 DAMAGED WRING OFJIOUTIOJ AND EIDOSIGW ... . .`. A PROVIDE ILL ABLER AS SOFIN Dx PLNS. WALL OUTLETS SHALL BE BOX OF FOE ORDUnONG TXE FAEWAY SYSTEM AND OVREf. :.,• G ILL TEHEPHDNE AND DATA r-•yr SMAL BE.TEFOJ COATED AND .. SINGLE GANG BOY:FACEPLATE WITH COINELNRS BY OTHERS. BOX OF I.G.4G TYPE RECEPTACLE ` f F , B.EXTEND AL INST NSTOIATOAVS USW'WTERIAS AND METHODS COMPATIBLE WITH EXISUD.. .. _ . PLE"RATED. e - .n. - r - ,. A. > _ F1ECIPFAL INSTALLATION OR AS SPECFIED. _ . B. cmw SM AS WAILED.MIHNU 3/i C.,STUBBED AND TERMINATED- I B A.I.GTARD WARES SXNL B:SUffNRX'PROTECTED FROM uEGAAW'AL - ' ..- ....- .. MLLAGE. � .. � •' - 9.CIFAI AND PEPAIR EXSTIUG WTFNNB AND EQUIPMENT WXEH REYNN OR ARE TO BE REUSED. - 2.02 PI BOXES.JUNCTION BOXES NO O ILET BOXES - HMO HUNG Cm➢O WNODM 6•WTTH BUWW MO DRAG WIRE - " CA8U0 FOR FLOOR OULETS SVLL RE N QO CONDUITS IN ME C. GROUND ALL CONDUITS,CABEICS.MOTORS.PANELS.AND OTHER - _ .. _ A PEL BOARS.JLNCTDN mXTS AUD OUTLET BOXES SHALL RE - .K AENUY GELM OF ME TICKET BODW MAXIMUM 3 OR♦OUTLETS/HWE - EXPOSED NON-CURRENT CARRWG META.PARS OF EIFLnBCu - + ♦ •• - 10.PROVIDE NEW NATIONAL AND EOUPYpT REOAED TOR mUWEPN'm BE RLOGIED.+` _ .. ... ' P%Ll,BOXES.4 FROM GALVANIZED SUET METAL AND SANE BE RUNS CAN BE GROUND)TOCBHER IN A 9NGEE CONDLN. HOWEVER. mWUIXR IN ACCORDANCE WITH ILL PRNISONS OF ME NATIONAL Y: 11.EXISIMG FLEXIBLE MEEK CONDUITS SHALE HOT RE REUSED. 92m AC KED FROMATE BODING P.AOUS METAL ASP VO E SEPARATE CONWTT TO BE USED FOR DATA A TEL SYSTEMS. GROUPED ELECTRIC CODE.OR LOLL CODES TWAT LAY MPLY. . r t 12 R WIFE AND CAME WINIIFACIURER. CONDUIT SIZE W BE APPROVE)M CaWBABCATOMS OEPT^NOORs• FMOE EMfW LIGHTING FIGURES AND SAVE BR/JGn CIRCUIT W OF RECONNECTED W NEW - PROVIDE RILL RUES.AS REQUIRED. _ LIGHTING R%fIIRfS.WRING FIND TO BE NNIEDUATE OR UNSAFE 914L BE RRUCm. 9. SWTOR AMD RECE➢,N2E OUTLET BOXES SHALL BE NUNS a NCX 3.OT PULL BOXES..AAIC'IOI BOXES AND OUTLET BO%ES. SOIMIE WITH PARED COVER. PROVIDE S/B NCH FI%RIRE STD AS - 'C. ALL TELEPHONE AND"TA SIGNAL CABLES,S1MLL BE TERDN L"LED. 11 IflOY THE MEW'Y AHD LODTOx OF DE-BRwAI CIRCUIT WNIO NNDH. BURRED WEED OIAPI BOXES SOUL K OF SFMCE)B LENGTH ".-� PLENUM RATE.W BE SUPPUFD AND NSfALLFD BY CURLING VENDOR. - - A JUCOM APO PULL BOXES:LOCATE GENERALLY NOT EXPOSED IN -. WILL a Raw. - f x t TO SUT CONOMNS. INCLUDING 1ERWMTIONS AND COECTOS. FINISHED s W'HFAE NECESSAM.RE-RARE RKETYAY OR WAKE - Ta.EXISTING CIRCOS W IS"LULL BE RECONNECTED W WSRNG PAIOIBCVDS AS -__ c. IFABNG FMNRE Box6 SILL RE OCGWHNL MBAR 3/8 INCH FIXTUE -. OTHER ARRANGEMENTS FOR CONCEALMENT. PROVIDE PULL BOSS As - NECESSARY ro EXTEND _ • INDICATED AND WHERE EVER NECESSARY TO FAGUfATE PXUAG OF EXhT1NG - SAD. FOR SUSPENDED CUM WORK.PROVIDE RMONHtE 3.02 FIRE NARY SYSTEM F --, ' WERE AND LOORpNAE lDf/IONS WITH QfHfA TRADES COCAS OF - . CIRCUITS APPROPRIATE PwEI&YRO LWGIONS. _ ___ - BACKPLATE AS R:amRm. AINCTON AND PULL COXES SHALL BE ACCESSIBLE. FOR EMPTY. 15.DEMOLITION SHALL BE EXECUTED IN ACCODWZ WITH ME ARCHITECTS PROPOSED -.- ..-. ..A EUSTNG FIE A.HY E ulP (PRE 5ATON.SWOKE oclor S., , - RACEWAY TINS PROVIDE PULL BOXES EVERY IOU FEET AND AS , . • PLANS CITH G.C.COORDINATE AL SCHEDULING WITH G.C._ .. D. TEEJJW E/IMTA WALL WIIEIS SHVL RE U'SQUARE WITH " WARODR STATIONS.ETC.)SHALL REMAIN OR RLOCYTE W NFMRY • IDIGTm. [Op IT LDCATCHIS-OMOt TRA0E5. - . GAOMMEM ROUND OPENING IN THE FACE PLATE 'LOCATIONS TO ACOWIWATE NOW CONDITIONS. CONNECTIONS SILL .... .... OF ..... cOUDUNTm MTH BODING AUTHORITIES. FALL GONNEC S m ' .• B. PROVIDE PULL 80.0 MD ARNCTION BOXES.MY LONG RUNS OF � •' 16:CONED ,A BE RpDYm EC SHILL PULL CARE.BM:IY W SOURCE AND LEAVE ..-cX .. _ E BOXES 9W1 BENT AMERICAN EEELTRC.TEACO W.OR GONAS MFG- .r WELDING FIE AY.RN SYSTEM TO BE DOE BY BUILDING.APPROVED • .. RACOAXY W ASSL E THAT CABLES;ARE NOT DAMAGED WHEN AHD' �'- � � [CHID W,ACCESSIBLE SPORE ABOVE CERRG. .. ® t1....... gp CONTRACTOR. ELECTRICAL CONTRKTOR 5 RESPONSI FDA COST ARE PULLED 10 COMPLY WIM THE MAXIMUM HI MRR OF BENDS , ~ : IT.REMOVE EXPCSEII ABADONm CONDUIT.INCLUDING ABANDONED mum ABOVE UI °^ . - .. OF SOFTWARE CHANGES.F ANY.FOR BUILDING AR G ARE MY SYSTEM fi PERMITTED BY THE NEC.THE ACO6SYMRY OF CABLE JOIN NO:. 2.07 PANEI8OND5 - _ - B. ALL WORM AFFECTING THE EXISTING AWtY SYSHOR MUST BE s ES AND THE APPLICATION OF GENE SL.PPONS. .. - ACCESSIBLE AN PATCH FUSES. NIT ENBEDUm CONDUR NISX WITH WALLS AND .. _ J3 II - i1DOR5,AND PATCH SURFACES' I LRAM J. 'NE'IL A ALL PAQIBONDS SI-RE OF ME ENCLOSED TYPE FLUSH - REGULATIONSPERFORp BECBICK CONWCfOR SILL HIED D �ACC Um BULDIMID ME SOLACES AWD C. PROVIDE Nl RmURD JWC F,,PULL BOLES AND OUTLET BOXES. - M SURFACE MOUNTED.As REDIGRED.N S�EE11 CABINETS.CODE OF BULLDW FIRE ALIVEE CONTRACTOR W REVUE BASE BLLDNG FARE , W PROVIDE A CWMRRE.INSTALLAiOx. - _ O O NL ••••3 CAMUM.GIMIGE WITH SIRE TRAM LONCEAED HINGES,DOUR NARY RSER DIAGRAM AMID BODING FDff NARK DEVICE 1AYOUI � � � ,MILL AND RASH TYPE LOGS.ALL KEYED ALIVE SMITH W SOLWE M MwIniFO AFD wBAVf W Pilitl pPIDIfO'FUR FIRE MNpIAIl'S U. xtM pIXES 9-VE Nu T-E nix--MgLBK:wsk&JEL't ANAL AND GENERAL ELECTRIC.CUTLER HAMMER OR WESNDIAXYZ APPDXK AND PEWIT. ELECTRIC CONTRACTOR SHAM.PAY ALL FEES - SWITCH OUT LES W ADVANCE OF FURRING AND FREPROOFNG. )(� 6. ALL BUSSES.wLLLONG NEUTRAL DU SOUL AM GROUND B BE WHOM FOR AN D D NSPRTLN INCLUDING IEPROGRAIOOO OF BALDING - SECUE TO MAD 9AlIRIIE BY ADYSfABLE SHIM BIOS.. _ - ' 0 f 0 1 98 PERCENT CONDUCTIVITY.HUD DRAWN COPPER.SILVER OR TIN " SYSTEM BY DUIL PER RMAND FIRE IS,POWARD W FOR TESTING OF FIRE _ + PLATED.NOES.AND Sim ON THE BASS OF I000 AMPERES PER - A ARMY SYSTBI,PERFORM THE LEST AND SUBN ONE COPY OF THE • _ SQUARE INCH GROSS SECTIONAL AREA BUSSES SHWL BE ARRANGED TEST REPORT WITH NE ME ESSARI SAG NATURES W TIE OWTER,TIE 30B DEVICES E �iN ,l4`r, +> ZA�� FOR RE INCH E OS - A ARCHITECT a THE ENGINEER. ALE FIFO DOCUMENTS W BE CORED TO - 11E Oil ILL WORK AFFELOD THE EXISRND BXXwNG ARMY A. MILSH ND WALL TOGAS SMITTEN WITH OVERLOAD PROTECTION N +•(�. .`,�"' l� . . C. FwEIBONt05 SMALL BE EOLMPm LATEX BGLT-0N MOM CASE SYSTEM MUST BE PERFORMED IN STRICT ACCORDANCE WITH BUILDING ME CEILING FDA EXHAUST ENS.AND CONTROL SWITCH WITH A�i�-�j$+9P dp{' IJ• RULE AD REGUU110N5, INDICATOR LIGHT IN THER:SRCTW'E ROOM.SPEED CONROLJIIt.F CU.�,RkrL 9P16 CIRCUIT G EANFRS OF THE TYPE,NUMBER OF POLES,TRIP SM AND ANY. WILL BE FUPNIS®BY MECHANICAL CONTRACTOR AND INSTALLED' INTERRUPTING CAPACITY AS PER BUSDHG REOIARMUBS.OR AS BY THIS CONTRACTOR .AT REGION As DIRECTED BY YECHSMIGL - • CYT�F SHOWN ON DRAWINGS. - CONTRACTOR. : • - - 0. GBLlfls BANE BE OF SUFFICIENT SIZE TO ALLOW A MITER SPACE OF B. AL DEVICE RATES SILL BE RUB AND SILL AT FLAT AGAINST .. VERIZON GENERAL NOTES 4 A LEAST 6 INCHES ON S06.TOP AND BOTTOM. SURFACE AND SNARL BE MID STAINLESS SEAR UNLESS OTHERWISE ' E. BASE 80.6 STALL Be CONSTRUCTED,OF COOR GAUGE SUET STEEL DOUCHED Br NKSITU.T. . _ _ - ELELRUGII CWPWNf.SWITCHBOARDS.PwMBOAOs.BiDUPDs. GV.VMYID:RIMS SI AL BE PRIED FOR R PINNING BY O1MAS C. MULTIPLE DEVICES AT A COMMON LOCATION SOUL BE INSTALLED IN A .. DS XXVWT SWBCH6.AMBOYATC iRANSFFR SWBUES,iF1RMRATON F. W WS MD TRY SNNLl.FKN BE w OPff PUCE 50 OE%Am lwi MULMNG DEVICE PATE CONOMWLCOR Y�L AM BE D OF REMOVED NT THE RA4 DOGS WLL OPEN,ISO DEGREES. DOORS SHALL BE FASTFRm TO'Rw5 - - D. OFFSET BACK-TO-Bu'Jt WARES THROUGH THE WALL TTPE NET - UNITE REVIEWED BY A VERSION REPRSp/fATIE ELECTRICAL j .9.SEW-COnfFAUD.5 KNUCKLE S1113 WY.6 WITH NON-FERROUS - • PERMITTED PARS MANS SALL BE FASTMFD W BACK BOXES BY YFANNS OF .. 'NOTES AND - SCAM. - E. DEVICE PLATES TO ITCH EXISTING RULONG STANIQRO OR AS - THE BINWD WJST RAAW OPBUl1OLY ' - N. FEELWAS FOR ILL NEW PME3BLMWS SNLL RE RUN W FULL WENNi .(DIRECTED BY ARCITECT.. UEY SHORT SCHEDULED OUTAGES SHAM BE ALLOYED. SPECIFICATIONS . RDD STEEL HOT DIPPED GALVANIZED CODLT.U.OA ON DRAWINGS. F. LOCATIONS DAWA'F)FOR LOLL WALL 5W'BCHES ARE wBJECt W IIYWG AND DURATION SOUL SE AS OAECfFD R WENZOR F.L. ALL SHALL RE HDi GAPED GKVAIWZm RMD STEEL AND ALL,FIPWGS . . M BE OF CAST NON OR CAST IRON MAW GALVANIZED OR CNABIY 'YWFIGINXS. AT OR NEAR WOKS NSINL FIELD N M OPPOSITE RATED. - - - HINGE.VERIFY FINAL DOOR HPEE mCATN)PJ U fEm PRIDR'ro SWITCH 9YN Job MLA: VTN32000 . CUTLET WIJuLATION. L PROVIDE A ORLUT DIRECTORY WITH YET&FRAME AND GGSSIE - - • - A ftft scaly FITS PARE OR lIE ASIDE OF IRE DOOR OF EVERY PNESBOARD. - .. G. IDGIT'S OF OUTLET FROM FPLSED RWR m UNImUFIE OF OUAEIS AS PER ARCHTETLP.AL ORIM'NGs. EXUPTIONS:AT _ EMWVY Dr. DWX IWAA,Datc 09 1$03 J. PROVIDE NNIEPLATES FOR ALL ELECTRICAL ENAPIFM.WIRE AACOM OF DFimOB WALL"W"WlmYJS.YOUIND ON BEAX a CWecN♦I FJT - V1B000 WITH 3/BAGI LErrom G. N WALL SURFACE IN VOCATION OF COVE 1�ODIEMENS. - - - MLA: E0.2 . - NOY FOR USE OR DISQ R:OSU OUTSE E THE VERSION COMMUNICATIONS COPA06 DICER IROm WRITTOR.AGREEMENT Pr*d .................. ....................... ..................... ............................................................................................................................................................... ....................... ......................... ..................................... ............... --7-............................................................................................................................................................................ ..................... ........................... ......................................................... GENMATOR REPLAcBAENT VEFUM ......... . ........ ........................ .......... ....................... ............ z.............. ........... 7 �7=: 49 OCEAN ST. HYANN%MA I'T -c�a aa, SYMENNNEW .......... ... ........ F-1117= ............ ....... IF ............ JR&A J SEE NOTES 4 5 AL BOX C11 F —-. �(SEE=TES4 AND 5) SJUN mmeswwWW, ----------------- a.- tw Numm—p- L--- 0 Bo SET W/w/03 PERMIT SET F- 7 [SEE VOTE 6 fnC_IQ,'l -j L CONTROL o (SEE NO r----I- TE 6) SEE NOTE 2 X%T TELFFHONE V AS EXCH WFLE)INd TE J1L- ION 71 PAC,AND SEAL CIPENUNG M`1ER CONWDUT .................. --------------- PRD�15A.tZ)V-8RANCH PANEL D, TOR MOTORZED OAMPER. SENER MANNOLE COVER aECmCAA commAcToR ------ SHAUL PROVIDE ftl=�T ------- .......... AS REOURED EXISTING U GAS TO FUELITAAX CODRXHATE=OCA TING. ........... ......... ..... ................ ........... GE810"TOR LE PAID (PROVIDED AND IN BY --------------- IER E...) RATE DUCTBAN. 'S Dj9NG TURN LOCATOR gg MDDfV THE ILI ......... TOE ALNRR SYSTEM,TO'C 19 AND IDENTIFY THESE NEW INPUTS .............- .. ................... OF -C.J�E. 2 4-C.o6w.ON Ej.)- FUNSNED GRACE LIAMM'. co 2'C 12' c 1> H PDLYETI-VLENE WARNING TAPE 'C.(VER'21)"E.I.) FULL LENCT,C,DUCT IVAN DUCTSANK SECTION A* COMMON FILL' NTS 3:sPAcm m?) 3 COVER(TYP) (IYP,)RONFORC At 15 6'T&B ID""vvv, 150 OC In 3,sPA:`MO(TYI) CONDUIT SPAC13TS CONCRETE DUCT Elam CONDUIT i - Ipm I.'ELECTRICAL.CONTRACTOR SNAL-DISCONNECT ARD REAXVc aRANcR CiRcur TO"'A""'C""WX'AMC ALL"NER'PPO""N"' Z. 3/4-SCREENED GRAVEL OR 2.UECTRICAL CONTRACTOR SIML WSCONNECT*0 REMOVE EXISTING UGNTS CRUSHED STORE SISE �.�g TuR,- STCAA,E: -AND- RECT BRAVOR CACUT TO NEW LIGHT ELECTRICAL =ALL(IB)2, FAC LAR,.J� Oj�MIPS WTTN WRRE GUAND AS BY"N".CAT.-A,2 VCR:`Y NOOK.'w I.STM1.UGNTS N A SYMMETRIC&PATERN. SITE PLAN 3.mr— 'VALUN,BRANC"o— I.CONDI SIZE AND OUAN TY SIROWN BY LOCATION OF'FACP'. 1OR N1`DRVATON ONLI. ELEC.KAV.CONTRACTOR jIMLL C SEE SEC"DET-FOR PROJECT AM)POWER%w SPECURC REOUROIENTS. =rz= D, CORRECT CONTROL&=wmNGEAR ERGwERs. '07m Ej 2.REaIRS UNDER PAVED AREAS ONLY saNi RA: VTM32000 ralNZI CONTROL LOGIC IN DEMARK A-10"BOX PROMED 3.KAISER CIRCUITS AS 91M ON CONTRACTOR. ONE LIVE DIAGRAM 5. CONTRACTOR SMALL PURCINASE 12 RRE LOGIC CEMARR 4.AU.RIBARS SHALL BE OP).COATED D—ar DWH 1—mw 09/15/03 JUmCTM BOX�FROM mm&=mTEs AND cooRDNpTE LOCATOR m C-kw Or, FJT I TRE FIELD VER(ZON E... 6.EOUPRENT REMOVED by OTNERS.ELECTRICAL CONTRACTOR�REMOVE UNDERGOUND DUCTBANK DETAIL MANOR CIRCUIT AM RACEWAY BACK TO BRANOR CIRCUIT"UR" E1.1 No FOR USE OR DISCLOSURE OUTSIDE THE WROOR CORVUNVGW�RONS COMPARES EXCEPT UNDER WRTV)1 AGREERENT GENERAL NOTES PROJECT INFORMATION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS CONTRACTOR — BECHTEL SITE ADDRESS: 56 9 i q SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION) BARNSTABLE, MA'02630 OWNER — AT&T WIRELESS SERVICES. LATITUDE: 41.65175, 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO LONGITUDE: =70.28191' AT&T FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS JURISDICTION: TOWN OF BARNSTABLE SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. COUNTY NAME: BARNSTABLE, MA CURRENT USE: TELECOMMUNICATIONS.FACILITY 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE PROPOSED USE: TELECOMMUNICATIONS FACILITY CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND AT&T WIRELESS COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. DRAWING INDEX REV ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SITE NUMBER: B O S-4 017 SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. BOS-4017-01 TITLE SHEET - 2 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. BOS-4017-02 EQUIPMENT LAYOUT 2 BOS-4017-0 DETAILS 1 AW S SITE N O• 4017 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, BOS-4017704 NOTES 0 APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. BOS-4017-05 POWER AND GROUNDING SCHEMATIC °BOS-4017-06 TEMPORARY TOWER BRACING DETAIL 0 SITE NAME• BA HYANNIS 6. "KITTING LIST' SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED II BY THE SUBCONTRACTOR. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SITE TYPE APPLICABLE BUILDING CODES AND STANDARDS _ SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR. SELF SUPPORTED TOWER WITH OUTDOOR EQUIPMENT ON GROUND SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND Tt CABLES, GROUNDING THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL CONTRACT AWARD SHALL GOVERN THE DESIGN. C UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL BUILDING CODE: CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. MASSACHUSETTS STATE BUILDING CODE SIXTH EDITION VICINITY MAP ELECTRICAL CODE: 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 99SB, NATIONAL ELECTRICAL CODE STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE LIGHTNING PROTECTION CODE: SATISFACTION OF OWNER. DIRECTION: FROM SAGAMORE BRIDGE (RTE. 6) TO EXIT 7, LEFT AT END OF RAMP (WILLOW ST). NFPA 780 — 1997, LIGHTNING PROTECTION CODE FOLLOW TO LIGHT AT (RTE. 28) AND GO STRAIGHT ACROSS (YARMOUTH RD.) AND TURN RIGHT AT SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE'FOLLOWING STANDARDS. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL STOP SIGN (MAIN ST). TURN LEFT AT SECOND LIGHT (OCEAN ST) AND CELL SITE IS ABOUT A AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE BLOCK DOWN ON RIGHT AT THE BASE OF BELL TOWER. CONCRETE RETURNED TO THE OWNER'S 'DESIGNATED LOCATION. SPECIAL NOTE: PUSH HARD ON GATES TO OPEN. er0 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASO, 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. NINTH EDITION�p P TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222—F, STRUCTURAL STANDARD FOR 13. ALL CONCRETE REPAIR.WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES (ACI) 301. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND.IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS. Q IEEE 1 EN (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. EQUIPMENT IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER 15. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. CIRCUITS .(FOR LOCATION CATEGORY -C3" AND "HIGH SYSTEM EXPOSURE") or TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24623-033-3APS—AOOZ-00002, "GENERAL a ti TELECOMMUNICATIONS CONSTRUCTION SERVICES FOR CONSTRUCTION OF AWS 3G SITES.' U TELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS 2 11� 2 FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, Y O METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. Z 2 SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL Q� O p REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. B OR PROCEEDING WITH CONSTRUCTION. �p� DETAIL (�BOS 03 * PROJECT 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY �� SITE �P O SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE ALSO, WORK SHOULD BE APPROPRIATE MAINTENANCEDINATED WINDOW UISUALLY TH INALOW TRAFFIC PERIODS AFTER MIDNIGHT. SCHEDULED FOR AN O�p� Status DOCUMENT REVIEW. STATUS 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND N 0 1 >< Issue for Use HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO 3 PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE a 2 Receive Comments MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. ��a M 3 Resubmit Rev.: DETAIL 300 CP qs 02� ss�y Review does not constitute acceptance or RAMASASTRY o approval of design detail, calculations, analysis, SATYAPRASAD test methods or materials developed or selected. o -+ P a STRUCTURAL NOTES LD No. 28096 yJ �by the supplier. It also does not relieve the I ` /THE ADDITIONAL LOADS ARE INSIGNIFICANT IN COMPARISON WITH THE EXISTING LOADS O supplier from fully complying with contractual ALREADY IMPOSED. THEREFORE, NO FURTHER ANALYSIS IS REQUIRED OR HAS BEEN \ obligations. PERFORMED. NO STRUCTURAL MODIFICATIONS ARE REQUIRED. TEMPORARY TOWER BRACING / N L E�Y Reviewed B �1. Z En HAS BEEN PROVIDED IN ORDER TO INSTALL THE NEW EQUIPMENT. Date: ��l S d g - Y• q BAY STATE Bay State Design AT&T WIRELESS DESIGN Associates, Inc. BA HYANNIS AT&T Architects Engineers SITE NO BOS-4017 „ z 0+/11/02 ^°Dm TEMPORARY TOWER BR,1.aNc DErNL ,Nx . 70 Tower Office Park 1 03/26/02 REVISED EOUIPMENT LAYOUT BR rx IRS TITLE SHEET Woburn, MA 011101 66 BARNSTABLE ROAD 0 03/01/02 ISSUED FOR CONSMICRON K8 Jx IRS BA HYANNIS Phone: 781-932-2467 BARNSTABLE, MA 02630 AT&T WIRELESS SERVICES,ING.i NO. DATE - REVISIONS BY CHK DRAWING WOOER REVFox: 781-932-9771 400 swe HILL DRNE.SUITE 100 E rlslwoo0,IAA 02090 SCALE AS SHOWN DESIGNED BY: KB DRAWN BY: KB BOS-4017-01 2 6 1 5 4 3 2 1 16-0" CONCRETE AND REINFORCING STEEL NOTES: (E) TOWER LEG CONCRETE FOOTINGS ELECTRICAL AND 589 1: ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,, ACI (TYP•) CO BOARD 05 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST—IN—PLACE CONCRETE. 13'—� 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 1 3.REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, (E) CONCRETE SLAB (E) POLE� I DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL 10" HIGH TO BE D CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED RELOCATED NEW CONCRETE PAD 60 . OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE AS NEEDED STANDARD, UNO. (2'-8 x 3'-0") 03 O (E) EQUIPMENT 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 2'-8" REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH........3 IN. 504 589 POWER CIRCUIT CONCRETE EXPOSED TO EARTH OR WEATHER: I loop _ � G � 04 OS SEE DETAIL��� � ` / 6 AND LARGER ..........................2 IN. (E) CHAIN I 5 AND SMALLER & WWF,........1 1/2 IN. LINK 5 507 Ti CABLE FENCE RBS 2106 CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT io 04 CAST AGAINST THE GROUND: SLAB AND WALL ........................3/4 IN. BEAMS AND COLUMNS..............1 1/2 IN. GROUND WIRE / SEE DETAIL 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF COORDINATE EXACT CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. REFER TO 047' z COAX CABLE SIZE AND QUANTITY 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER SHEET 06 W/ CONTRACTOR MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR FOR TEMPORARY / BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S BRACING DETAIL `— RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE 8T DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING BR TOWER APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS BRACING SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. RBS-2106 C \\—(E) WOOD ERICSSON SHALL SUPPLY & E CFL STOCKADE INSTALL THE ANCHORS,AND ( ) FENCE RELATED HARDWARE FOR THE e CONCRETE AND REINFORCING STEEL NOTES 302� BTS (RBS 2106) CABINET O3 El (E) EQUIPMENT (E) SHELTER ❑ 1N OF Mq�sq 0 �G FINISHED GRADE TE NEW HOT MIX RAMASASTRY �O SATYAPRA$AD rT' ASPHALT/CONCRETE SURFACE COAT OR CONCRETE PAVEMENT TO MATCH EXISTING p —+ CONDITIONS WHERE APPLICABLE c.D No. 28096 y 6" NOTE: FINISHED GRADE OR MIN MIN SUBCONTRACTOR,SHALL VERIFY LOCATION EXISTING ASPHALT OR SAWCUT AND ORIENTATION OF (E) ELECTRICAL PANEL, O `� CONCRETE PAVEMENT ELECTRICAL CONDUITS, TI LINES, COAXIAL CABLES /' �Q AL E & GROUNDING WIRE W/ CONTRACTOR PRIOR TO PLAN SAWCUT INSTALLATION. NTS ASPHALT PATCH o�l$ 4 CONSTRUCTION NOTES B THICKNESS TO S 5�61 .3 5'—O" 5'—O" MATCH EXISTING `gL 0 0, 7/4, (2" MIN) �,�J 1. FIELD VERIFICATION'. COMPACTED BACK FILL W/TT 1 12" THICK COMPACTED RBS 2106 AND ANTENNAS TO SUBCONTRACTOR HALLRFIELD VE DRIFY SCOPE OF WORK, AT&T ANTENNA PLATFORM LOCATION SATISFACTORY BONE FREE • 5'-0" (MAX) CRUSHED STONE SUBBASE 2. COORDINATION OF WORK: NATIVE SOIL 4 [ VERTICAL (USE PLATE COMPACTOR) (USE PLATE COMPACTOR) DEPTH W/O ERICSSON RBS 2106 3SUBCONTRACTOR SHOULD COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. . CABLE LADDER RACK: BTS OUTDOOR CABINET SHORING SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, ICE BRIDGES TYPICAL PIPES AND CONDUIT AS REQUIRED TO SUPPORT CABLES TO THE NEW BTS LOCATION. OR CONDUITS 6" MAX. WEIGHTS RBS 2106: 4. ALL COAXIAL CABLES, POWER CIRCUITS, TI CABLES AND GROUND WIRES SHALL BE SUPPORTED MIN WITHOUT BATTERIES: 1,213 LBS. AT A MIN. 3'-0" O.C. SPACING. WITH BATTERIES: 1,301 LBS. N DETAIL 301 E BOS 6" SAND BEDDING - TRENCH AS SHOWN I is ON PLANS LEGEND TYPICAL TRENCHING DETAIL EXIST. EQUIP. CONDUCTORS AND RACEWAY TO BE FURNISHED & INSTALLED BY ,<•� PROPOSED EQUIP. SUBCONTRACTOR - ` EQUIPMENT DETAIL r''�o; FUTURE EQUIP. . SCALE: N.T.S. �'� ;o��> A SAY STATE Bay State Design AT&T WIRELESS Associates, Inc. BA HYANNIS AT&T Jx DESIGN Archltecte Engina e 2 04/11/02 ADom TENPDRARY TDWER BRAaNa DETAIL 70 Tower office Park SITE NO. BOS-4017 1 03/26/02 REVISED EOUIPMENT LAYOUT BR ax RS EQUIPMENT LAYOUT Woburn, MA 01801 66 BARNSTABLE ROAD. . 0 03/01/02 ISSUED FOR CONSTRLC110N KB dx RS BA HYANNIS Phone: 781-932-2467 BARNSTABLE, MA 02630 AT&T WIRELESS SERVICES,INC. NO. DATE REVISIONS BY CHK oRAWIKa KuretR REVFax: 781-932-9771 aoo BLUE HILL onrvE,wrtE Tao . wESTwDoa.MA 02090 A. OW SMAM AS SHN DESGNM BY: KS DRAWN BY: KB BOS-4017-02 2 6 5 4 3 2 1 "I 1Q ALL DIMENSIONS TO BE FIELD VERIFIED. 2 RECOMMENDED CABINET MOUNTING ANCHORS ARE HILTI KWIK CONCRETE SLAB O BOLT II 5/8" HOLE DIAMETER AT A MIN. 2.75" EMBED. COMPACTED CRUSHED SEE SHEET 02 FOR SIZE 30 FOR SIZE AND THICKNESS OF CONCRETE SLAB SEE DETAIL 360 STONE OR GRAVEL FOR CONCRETE NOTES SEE DETAIL 0 2 7777 NUMBER AND SIZE OF D CONDUIT DETERMINED BURIED CONDUIT PER RF REPORT. FOR-ELEC., T1 CABLE I 2 O & GROUNDING WIRE 3' MIN. RBS _- -_ — — - - - 2106 — - - — c� 0 0 3' M N. 2.9/16" 04 FRONT 4 15/16" K) — O00 M �< 24" NOTE: 1. SEE PLAN FOR LOCATION 48 5/8 51 3/16° OF EQUIPMENT RELATIVE p TO CONCRETE SLAB. O�P�'� PLAN VIEW 2. 90' DOOR SWING IS ACCEPTABLE l J WHEN SPACE IS LIMITED. h%F BASE FRAME FOOTPRINT '�Fss SCALE: N.T.S. C ERICSSON RBS 2106 DIMENSIONS CABINET HEIGHT x WIDTH x DEPTH RBS 2106 63 5/8"Hx51 3/16"Wx36 3/8"D #3 ® 6" C.C. EW (1616.5mm x 1300mm x 925mm) FOOTPRINT 63 5/8"Hx51 3/16"Wx28"D ,- (INCLUDING INSTALLATION FRAME) (1616.5mm x 1300mm x 710mm) ERICSSON NEW SLAB EQUIPMENT ERICSSON RBS 2106 WEIGHT & FLOOR LOADING — 24" LONG CABINET APPROX. MAX. FLOOR #3 ® 12" MAX. WEIGHT LOADING GROUND LEVEL 1213 LEIS 1301 LBS RBS 2106 WEIGHT WITHOUT BATTERIES) (WEIGHT WITH BATTERIES) CABINET ANCHORING BY ERICSSON SHALL BE BASED ON A PEAK ACCELERATION VALUE OF 0.12G. v:d NOTE, B " STANDARD HEIGHT SHOWN ON THE TABLE INCLUDES MOUNTING BASE FRAME (56.5mm H) 'o "Dca -D'• PROVIDED BY ERICSSON. OPTIONAL CABLE BASE FRAME (150mm H) IS tM INCLUDED. ERICSSON RBS 2106 MINIMUM CLEARANCES 12" 12" (E) SLAB. USB 2001 2 BAY DIRECTION MINIMUM CLEARANCE CABINET FRONT 5Z' (E) ASPHALT SIDE VIEW --" CABINET REAR 2" CABINET RIGHT 0" 0 3' MIN. FOR 135' CONCRETE EQUIPMENT PAD/ SLAB ON GRADE CABINET LEFT DOOR SWING �`P A OF'�9s� ABOVE THE CABINET RAMASASTRY 9yG o SATYAPRASAD DETAIL 360 No. 28095 v NTS BOS A L� BAY STATE Bay State Design AT&T WIRELESS Associates, Inc: BA HYANNIS AT&T 1�E.SIGN ArchitectsEngineersEaglnee SITE NO. BOS-4017 %4 • 70 Tower Office Park 1 03/26/02 REVISED EQUIPMENT LAYOUT BR DETAILS Woburn, MA 01801 66 BARNSiABLE ROAD o 03/01/02 ISSUED FOR CONSTRuOnoN KB Jx Rs BA HYANNIS Phone: 781-932-2467 - AT&T WIRELESS SERVICES, REV BARNSTABLE. MA 02630 INC.. No. DATE REVISIONS BY CHK P' DRAWNG Kuueea Fax: 781-932-9771 400 BLUE HILL DRIVE,SUITE 100 1 WE51Wa0D,WA 02090 ti AS SHOWN DE.9GNED BY: Ke DRAWN BY: KB BQ$-4017-03 6 5 4 3 2 1 ELECTRICAL INSTALLATION METHODS AND MATERIALS GROUNDING NOTES 24. CABINETS, BOXES, AND WIRE WAYS TO MATCH,THE EXISTING INSTALLATION WHERE POSSIBLE. 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS 25. WIRE WAYS SHALL BE EPDXY-COATED (GRAY)•AND INCLUDE A HINGED COVER, DESIGNED TO 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING .FACILITY GROUNDING SYSTEM OF THE NEC AND TELCORDIA. SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR APPROVED); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MAXIMUM CABLE SEPARATION AS REQUIRED BY (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS THE NEC AND TELCORDIA. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE,'BY TWO OR MORE COPPER 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. NON-CORRODING; SHALL MEET .OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. D BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 5. 3. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS"EQUIPMENT. EXISTING INSTALLATION REQUIREMENTS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 4. EACH INDOOR BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 AWG OR LARGER. ELECTRICAL TAPE (3M BRAND, 2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD 5. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. AGAINST LIFE AND PROPERTY. INSTALLATION REQUIREMENTS. 6. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR.PASTE) SHALL BE USED ON ALL 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. COMPRESSION AND BOLTED GROUND CONNECTIONS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANEL BOARD AND DETAIL 5O4 7. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND CIRCUIT.ID'S). THE TOWER GROUND BAR. 8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID .NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. TRANSPORT(Ti) LINES DETAIL 502 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES.- BOS 1. ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE 70), CHAPTER 8. CONDUCTOR (#14 AWG AND LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED C COPPER CABLE RATED FOR 90 •C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND 2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G.. OUTDOORS, INDOORS-OCCUPIED, INDOORS- SYMBOLS ABBREVIATIONS RACEWAY.SYSTEM USED. UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRED BY THE NEC. AGL ABOVE GRADE LEVEL 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG 3. METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. S/G SOLID GROUND BUS BAR BTS BASE TRANSCEIVER STATION AND LARGER), 600 V. OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER THE OWNER WILL PERFORM TESTING AND ACCEPTANCE OF Tt LINES. (E) EXISTING CABLE RATED FOR 90 •C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY S N SOLID NEUTRAL BUS BAR (P) PROPOSED SYSTEM USED. 4. ERICSSON SHALL BE NOTIFIED FOR Ti CABLE LENGTH GREATER THAN 50' (LENGTH IS BETWEEN A R SUPPLEMENTAL GROUND CONDUCTOR MIN. MINIMUM 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE TELCO PANEL AND ERICSSON SUPPLIED RBS). o 0 2-POLE THERMAL-MAGNETIC N.T.S. NOT TO SCALE CONDUCTOR #2 AWG SOLID TINNED COPPER CABLE. 5. ERICSSON WILL SUPPLY AND CONNECT T1 CABLE AT NIU AND BTS CABINET. MINIATURE CIRCUIT BREAKER 0 0 REF. REFERENCE 13. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC SINGLE-POLE THERMAL-MAGNETIC RF RADIO FREQUENCY CABLE (#14 AWG AND LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER DETAIL 5O7 0 o MINIATURE CIRCUIT BREAKER T.B.D. TO BE DETERMINED CABLE RATED FOR 90 •C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED. T.B.R. TO BE RESOLVED TYP TYPICAL 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND REQ. REQUIRED WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION GROUND RING AT NO LESS THAN 75 -C (90 -C IF AVAILABLE). TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) AWG AMERIC EGR EQUIPMENTN WIRE GAUGE 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 1. TVSS DEVICES FOR AC POWER, T1, AND RF COAX SHALL BE INSTALLED IN ALL EXISTING FACILITIES MGB MASTER GROUND BUS THAT ARE MISSING TVSS DEVICES OR HAVE UNSUITABLE TVSS DEVICES. EG EQUIPMENT GROUND B 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 2. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR OF THE NATIONAL ELECTRICAL CODE (NEC) ART 250, 280, AND CHAPTER 8, AS APPLICABLE. ABBREVIATIONS BC SYMBOLS,RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED 500 INDOOR LOCATIONS. 3. EACH EXISTING AC POWER SERVICE DISCONNECT SHALL HAVE AN INTEGRATED COMMON MODE SS MODULE. THE TVSS MODULE SHALL BE EITHER CUTLER-HAMMER, CLIPPER POWERTVSS SYSTEM, MODEL BOS ENT), OR RIGID NONMETALLIC CPS-SX, 120 KA (WITH THE BASIC DIAGNOSTIC PACKAGE AND FORM-C ALARM CONTACTS) OR (FOR AWS 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING ( SITES WITHOUT THE INTEGRATED CUTLER-HAMMER PANEL BOARD) INNOVATIVE TECHNOLOGIES MODEL ORN CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. (OR OWNER APPROVED EQUAL). 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS 4. THE AC POWER COMMON MODE SURGE SUPPRESSOR SHALL BE CONNECTED TO THE COMMERCIAL ABOVE GRADE. POWER INPUT SIDE OF THE MANUAL TRANSFER SWITCH. jv% OF hl 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE 5. EACH T1 LINE SHALL HAVE A TVSS (ATLANTIC SCIENTIFIC, ZONE BARRIER SERIES, PART NO. 90700, USED UNDERGROUND; DIRECTLY BURIED, NOT ENCASED IN CONCRETE. OR OWNER APPROVED EQUAL) AT THE LOCAL EXCHANGE CARRIER (LEC) NETWORK INTERFACE UNIT (NIU). TRICHUR 21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND " 6. SEE DETAILS 505 AND 527 FOR ADDITIONAL RF COAXIAL TVSS REQUIREMENTS A• AN VENKATARA w M OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. � �„p N0.28J80�/J 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE- DETAIL 506 [ ��VtlfFk,x ; -'LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. r I ` tJ FY Cf 23. CABINETS,.BOXES, AND WIRE WAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL,-ANSI/IEEE, AND NEC. A BAY STATE Bay State Design DESIGN Associates, Inc AT&T WIRELESS . BA HYANNIS 70 Tower Office Park AT&T Architects Engineers SITE NO. BOS-4017 _ NOTES Woburn, MA 01801 66 BARNSTABLE ROAD 0 03/01/02 ISSUED FOR OONSnWCnON KB BA HYANNIS Phone: 781-932-2467 AT&TWIRELESS SERVICES,INC. �y Fax: 781-932-9771 BARNSTABLE, MA 02630 NO. OM1E REVISIONS EIY CHK ORM1No NUMBER 400%E HILL aRNE.SUf1E 100 wEsrn000,MA02090 SCALE: AS SHOWN DESIGNED BY: KB DRAwt1 W K8 BOS-4017-04 0 6 5 4 3 2 1 w , FOR CABLE SIZE SEE DETAIL 589 -EXIST[NG CONDUIT TO SERVICE AND IRING 3#2 THHN, 1#6G, 1-1/2"C DISCONNECT NOTE 4 GROUND BAR ON s OR ON N ANTENNA ` FLOOR r---- ----- ---- , I EG I T1 CABLE - 1"C (RGS) TOWER I I F---- ---- ---- ---1 NOTE' 3 & 7 g/G EG i I EG TELCO PANEL S/N N N S/N N i ERICSSON D O O O O 0 0 IL1 L2 �\ t RBS. 2106 O } 71 --� MAIN SS-SEE I j 1 0-1A �,, 3#8 AWG; THHN, 60OV., RF/ POWER O O O OO NOTE 4 I �� I 1#8 AWG GRND: 1-1/2"C CABINET NIU O I I I 0—1B I (RGS) SEE NOTE 5 & 6 NOTE 2 1ODA I NOTE 3 w 'EXISTING "- �T�p_ A i I I NOTE 4 TELCO TWO HOLE LURINGOGBEU USED WITH . CABLE �'B ,RBS 2106 CABINET. "` r INSTALLATION OF GROUND i GRADE BAR GND. BASE #6 AWG, SOLID, CU, , MAIN WIRE TO -GROUND BAR TO I I I e CONCRETE PAD TINNED, BCW TO EXISTING I I GROUND RING/MGB DETAIL O8A LOADS I ; (SEE NOTE 2) FINISHED GRADE, OR a BOS I I I I F PAVING MATCH SLOPE TRENCH AND THICKNESS OF 1 EXISTING UNDISTURBED SOIL y �#2AWG, SOLID, CU, TINNED, `----- ------ L I BCW TO GROUND LOOP EXISTING' I 1 OUTE CONDUITS (SEE _ R 240/120 VAC I F BELOW GRADE 69 — (S NOTE 2)® C I COMPACTED BACKFILL SEE DETAIL 328 PROPOSED STUB UP 03 ', z 90, 3W � ( ) _ _= W/ SATISFACTORY PANELBOARD IF REQUIRED 566 NATIVE OR IMPORTED j 03 SOIL •v FOR TRENCHING SEE L--------------------U DETAIL ON SHEET 02 NEW 100A TELEPHONE CO WHERE APPLICABLE * LEAN CONC DUCT 240/120 VAC COORDINATE SIZE, TYPE 3" (MIN) BANK RED COLORED 10, 3W, 20P AND QUANTITY WITH SUB-PANEL ELECTRICAL CONDUIT a LOCAL UTILITY WHERE APPLICABLE NOTES: NOTE 1 a COORDINATE SIZE AND 4 6" (MIN) TYPE WITH LOCAL (TYP) UTILITY 1. SUBCONTRACTOR SHALL CONFIRM.THE AVAILABILITY OF POWER TO SUPPORT THE NEW LOAD. 2. ROUTE #2 AWG BCW EQUIPMENT GROUND CONDUCTORS TO BOTTOM OF ERICSSON *SEPARATION DIMENSION TO BE VERIFIED THE SUBCONTRACTOR SHALL SUBMIT TO CONTRACTOR A LOAD CALCULATION SHOWING THAT CABINETS. CUT, COIL, AND TAPE TEN FOOT PIGTAIL FOR FUTURE CONNECTION BY ERICSSON. WITH LOCAL UTILITY COMPANY REQUIREMENTS THE PANEL HAS ADEQUATE CAPACITY FOR THE ADDITIONAL LOADS. ALL EXISTING LOADS ON THE GROUND CONDUCTORS SHALL BE CONNECTED TO THE MGB BY USING TWO HOLE LUGS THE MAIN PANEL SHALL BE.INCLUDED IN THE ANALYSIS. ALL ELECTRICAL WORK SHALL MEET PER DETAIL 508A. CONCRETE DUCT BANK THE APPLICABLE REQUIREMENTS OF THE NEC AND ALL LOCAL CODES. SUBCONTRACTOR SHALL ELECT/ TELEPHONE PROVIDE PADLOCK ACCESSORIES ON NEW CIRCUIT BREAKER HANDLES. 3. SUBCONTRACTOR SHALL INSTALL THE T1`TRANSPORT CABLE FURNISHED BY,ERICSSON. SEE DETAIL 507 FOR ADDITIONAL INFORMATION. cqs 1 - - _ DETAIL . .328 B THE MAIN POWER PANEL HAS SUFFICIENT CAPACITY TO ACCOMMODATE`THE ADDITIONAL LOAD 4. FURNISH AND INSTALL NEW NSS DEVICE'AT`SERVICE DISCONNECT IN•ACCORDANCE WITH 328 BUT HAS NO SPARE BREAKERS. DETAIL 506. IF NEEDED. - ,- THE SUBCONTRACTOR SHALL EVALUATE THE EXISTING LOADS ON THE MAIN PANEL AND REMOVE 5. CONTRACTOR SHALL COIL AND TAPE AN,ADDITIONAL 5'-0" OF WIRING FOR CONNECTIONS ., EITHER (2) 1-P BREAKER SLOTS, OR (1) 2-P BREAKER SLOT, AND INSTALL A 2-POLE, 100-AMP., .. TO ERICSSON EQUIPMENT. _ Y 240V BREAKER IN THE NOW OPENED UP SLOTS. FURNISH AND INSTALL A 100A, 240/120VAC, " 1PH, 3W, 20-POLE PANEL BOARD (SQUARE D CLASS 1630, NQOD, OR EQUAL, WITH QOB BREAKERS) 6. TOP ENTRY ONLY IF PANEL IS LOCATED INDOORS OTHERWISE: BOTTOM OR SIDE ENTRY ONLY. MATERIALS -MFG. MODEL QUANTITY PROVIDED BY ADJACENT TO THE SPACE RESERVED FOR ERICSSON 3G, BTS EQUIPMENT. REINSTALL THE BREAKERS ' . ' a NSS ___ PER NOTE 5, q5 REQ'D. SUBCONTRACTOR FROM THE DISCONNECTED LOAD IN THE SUB-PANEL AND RETERMINATE THE REASSIGNED LOAD. THE 7. ALL OUTSIDE CONDUITS SHALL 8E RGS.:'ALL UNDERGROUND•CONDUITS SHALL BE PVC. (AC POWER) DETAIL 589 FEEDER SIZE FROM THE MAIN PANEL TO THE SUB-PANEL SHOULD BE 3#2 THHN, 1#6G, 1-1/2" CONDUIT. THE BTS EQUIPMENT SHALL BE FED FROM THE SUB-PANEL. 1 50A,12P, 120/240V __ MATCH 'EXISTING. AS REQ'D. '`SUBCONTRACTOR �(N 01=b1q BREAKER' PANELBOARD CASE �P sJ'9 MATCH EXISTING IN__E_MAIN PANFf_ DOTS-NOT HAVE ADEOIIATE CAPACITY Tn gCCOMMODATE TF�F ADDITIONAI' OAfZ Z� CONDUIT, . . CONDUIT PER - O 1RICHUR N POWER & GROUND TO`SUIT DETAIL 504/04 & TO SUIT SUBCONTRACTOR THE SUBCONTRACTOR SHALL EVALUATE THE MAIN PANEL SIZE AND THE POWER SOURCE FEEDING THE A. � CONDUCTORS 502/04 PANEL TO ASCERTAIN IF THE MAIN PANEL COULD BE UPGRADED TO THE NEXT LEVEL TO ACCOMMODATE°, VENKATARAMAN y MATCH EXISTING v CABLE TRAY _ --- TRAY AS REQ'D. SUBCONTRACTOR THE ADDITIONAL LOAD. THE SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR AFTER ASCERTAINING No.28780 _ WHETHER THE EXISTING PANEL WILL BE UPGRADED OR A NEW PANEL WITH A DIFFERENT POWER SOURCE .o 'p F� ? TI CABLE AND WILL BE REQUIRED. THE PANEL SPECIFICATIONS, METERING, ETC. SHALL BE AS DIRECTED BY THE - --- ERICSSON AS REQ'D. ERICSSON 'IcT,E� CONNECTIONS CONTRACTOR. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE UTILITY AS REQUIRED, ' DETAIL 589 BILL OF MATERIALS t BOS REC SAY STATE Bay State Design Associates, Inc. AT&T AT&T WIRELESS DESIGN �h;t,� Engineers BA HYANNIS.. 70 Tower Office Park SITE NO. BOS-4017 CON U"rr POWER ANDGROUNDING SCHEMATIC Woburn, 66 BARNSTABLE ROAD o as/o1/o2 IMED FOR caNsrnucrioN Kg BA HYANNIS Phone: 781-932-81 932-2467 BARNSTABLE.'MA 02630 AT&T WIRELESS SERVICES,INC. Iq DATE REy19aN5 cHK owlrnlw NUMBER Fax: 781-932-9771 _ 4M aLUE HILL omve.SUITE Ioo wMaw000,u�oso90 SCNX- AS WM DESIGNED sY: K DRAWN BY. KB BOS-4017-05 0 6 5 _ 4 3 2 1 D —(E) TOWER (P) RBS-2106 OUTLINE s - REMOVE THE 3X3 BRACE ANGLE SHOWN DASHED AFTER TEMPORARY BRACE IS IN PLACE. r BRACE MUST BE RE—BOLTED o PROVIDE 3/4" TEMPORARY WITHIN 4 HOURS OF DETACHMENT U—BOLT PROVIDE 3/4 TEMPORARY U—BOLT C FINISH GRADE I (E) FOOTING (TYP.) I i7 y ' NEW 3X3X3/8" TEMPORARY ANGLE NEW 3X3X3/8" TEMPORARY AN j DRIVE 3X3X3/8" ANGLE INTO GROUND 3'-0" IF GROUND 6_0" 16'—O 6,-0" IS LOOSE ENCASE ANGLE INSIDE 12" DIA. CONCRETE PIER, THEN TRIM ANGLE WHEN ORIGINAL BRACE DRIVE 3X3X3/T ANGLE INTO IS IN PLACE. GROUND 3'—C" IF GROUND IS LOOSE ENCASE ANGLE INSIDE TOWER 12" DIA. CONCRETE PIER, THEN TRIM ANGLE WHEN ORIGINAL BRACE ELEVATION IS IN PLACE. NTS i B NOTES: 1. THE WORK SHALL BE PERFORMED ON DAYS WHEN WIND VELOCITY IS LESS THAN 20 MILES PER HOUR. 2. THE SUBCONTRACTOR SHALL LOOK OUT FOR ANY PREDICTED WIND GUSTS. 3. THE TIME ALLOWED FOR REMOVING AND REINSTALLING THE BRACING SHALL NOT P�ytl OF k'.' EXCEED 4 HOURS. F RAMASASTRY oM SATYAPRASAD c� No. 28096 y 10NAL EN A BAY STATE Bay state Design AT&T WIRELESS HYANNIS AT&T DSIG1y Associates, Inc. TEMPOARAY TOWER BRACING DETAIL Architects Engineers ,. SITE NO. B6S-4017 70 Tower Office Pork L BA HYANNIS 66 EiARNSTABLE ROAD o oa/11/a2 room roWPo �`�a �TN 'Woburn, MA 01801 ix Phone 781-932-2467 BARNSTABLE, MA 02630 AT&TWIRELESS SERVICES, NU p,TE REYISfOHS 9Y cHK °fiAM"ONuwevr itY Fax: 781-932-9771 ♦oo 9WE HILL ORNE,SURE ioo BOS-4017-01 0 wrsw000,W 02090 f"� AS SHOWN DC51GN D 6Y: KB DRAWN 6Y: KB 3 1 ' 6 5 4 2 : GENERK maim 1. ALL OIMENAWIS TO, OF AND ON E)QSTM BULDENGS.OIWNAGE STRUCTURES.AND.STE IMPROVEMENTS SHILL BE VBWM IN FlEW BY. CONT IMMEOIATFLY 7D 1NIEME ALL REPORTEDFt,FABRICA71ON WTiN ALL OISCREPANCIES REPORTED � 2. THESE DRAWINGS 00 NOT INCLUDE NECESSARY COMPO W(TS FOR � - � � _ - W maw ,CONSTRU . .. R sAEErY wHTaR 6 THE saE r:ESPaNSIOun,OF THE - T LTE 850 PC5 AWS '. : .. VE IZON WIRELESSL- ' 3. BRACE STRUCTURES UNIIL All SFRUCMRM.E1E AM NEEDED FOR - CROSS CROSS CROSS CROSS 400 FRIBERG PARKWAY ST0811 Y ARE INSTALLM THESE ELEMENTS ARE AS FOLLOWS:LATER& POLE POLE. POLE POLE SIG ANCHOR BOLTS. ETC _ WESTBOROUGH, AM 01581-3956 _ 4. INCORRECTLY FABRICATED.OAII M. OR WHERWISE Y6F'MO OR NONCONFORMING NATERKS OR CONDITIONS SHALL BE REPORTED.TO'THE . . . . .. r .. . .. . . OWNER PRIOR TO REIM&OR CORREMW ACTION.ANY SUCH REMEML ~ ACTION SWILL REQUIRE WRRTEN APPROVAL BY THE OWNER'S FMPRE50KATIVE PRIOR TO PROCEEDING. S. EACH CONTRACTOR SHALL COOPERATE wmR THE OWNERS RFPRESEILTATIVE HYANNIS MA HD'. AND COORDINATE HIS WORK WITH THE WORK OF ODIERS. , •.. • * REPAIR ANY OAMAGE OURING CONSTRUCTION TO MA"ENSTWC ° •:- '. -'a�i ,• .. ti PREP CONDITIONS TO'THE SATWACIION OF THE cm6tRUCTTON M44AGEA 7. THE CONTRACTOR - , , _.. .• .. , 'SHALL SUPERVISE AND.OIAEICT THE PROJECT 06CRIBED '� ,. ".,, ';,'.•-. ', ' _. `.,. � .. '• ,. ! HEREIN..THE CONTRACTOR SMLL BE SOLELY R ESPONSIBLE FOR ALL' .' - - j , CONSTRUCTION:MEANS, METHODS,TECHNIQUES.SEQUENCES AND PROCEDURES AND FOR COORDINAMW ALL PORTIONS OF THE WORK' UNDER, M .. 1.. STANDING BEFWRD THE ANTENNiIS. a . THE •. x . ,. . . - �vtE,�o. F �'AWS DRAWING . ' • „:« .. 2. 7Y1IGL FOR 3.SECTORS.'VERIFY FINAL ANTENNA,DESIGN :. ODrSTRUCrtON.' +, SHEET PRIOR 1D. •-. , ' t '. 4 ANTENNA TI ,N _ .. NA CONFIGURA O srALE:NITS - Y . 0 01'29 13 FOR CONSTRUCTION Dewb® r" Dewbeiry Engineers Inc. 200 SUMbMR STREET - L TOTM anorf r PmoNw im&mw A Am a ia +! ,r • DC SURUE a CQAYt . �'GROUND UPPER OC CR�D v �', t •. , _. ... -.� y e: 49188 e yy ..� .: e:q. - ry _' _ ..n . ':. .. •lr.' ... I. Wit+ , 'Y , LK 4 , i 3 , 4 • S •z . OND eMR - n AM ' _ i.. < ORAWN BY:' RSA , jt AMID .._ - • • .. .. FVAMEQ WtARGECHN . _ . . . TOPm ! ,RIN611011 CHECKED , , PROJECT N. UMBIR. • :. .. 7 _ _ - . .i f2 AM. 50002825 { 410. . . .. Lam_YOB BO x. .. 'k. ' ND ANTQINA CROUNDWG KIT CAM E 70 T'OP,CICBE _ �. . � ., _ � -- 2. BOND ANTENNA GROUNDING KIT CABLE.TO BDTTOM.CK,reE: § 49'OCEAN STREET :. w, .T19ICJIL FOR.-.FOR ALL SECTORS. .. HYANNIS, MA_ 02601 ,r - SCHEMATIC GROUNDING DIAGRAM , SCAM2 „ ?' CONSTRUCTION.` Ac DETAILS ' . ,• :'L ZON ruulci ANTENNASRt " c-� OOSIDIG ANTENNAS Existing Verizon Antennas VERQON WIRELESS, _ p• of ) - (TO REMAIN) 400 FRII3FRG PARKWAY WESTBOROUGH MA 01581 3958' .� _Too Of.Exietiy Lattice'Tower " Existing.dish Ante C L OF EXISTING�PROPOSED ANTENNAS . • .. - . . ElEV. 102-0"t A.G.L. ;—�' - • , a ,• ,, HYANNIS MA HD Fxistin9`Oish Antenna C.L Of Existing Antennas r o 0 o p Existing Dish _ ` . . AWS DRAWINGS . . _C.L.Of Existing Antennas - Efay.�Zf•3.3TG� t. . - .. . .. . , Existing Equipment' „n ... .:v. • .a - : .. .. . , 41 ' a: - • y .-" -,.Y - Eistng Roof.Mounted - nq m- % 0 Ot 28 T3 CONSTRUCTION -. .. .... •_. ..,, . .r c�, roY.:(TYP-) .. ...- ,.-. _..,_„ ,�-. . . ... .r^� Existln '102''-0'AG L' t ... ` . . _.. .i. TallLattiee or FOR , r ' , • r ♦ -D®Wb .. . Y - . . r . . ®may r' r , - , DelNberiy Engineers Inc. , w • ,':i -. ' ,21109AIMERSTREET . IMFLOOR _ MAoasto Bbs,OH FHONfrely.eas�ao basting-Equpment - _ Existing Roof Mounted+ .FAX e17ASS9al0 . Cable'Troy (Typ;) a mg -.. Perdhou6e - - ' _ t p�zri.CF Yes Existing 102'-0'AG L - —- - ' n '' ' � "' - .+ Tall'Lattice Tower• - • O O• O' O .• - - '1 'fps .•• .` �O O O O - Existing Chain Link - TT Existing,Verizon P. . ' ng AA ... .Fence w/3 Strands',. x ' fi Wireless .. L rPrl r .. r q pment Shelter to .. V r . . .. ,. of Barbed'Wire - , CK ' .. E� . . BAR i x , '!88 Existing'Verizon .. ,..° X - t, - •Q 'aK. + .. Wireless Equipment-. :. - t. .. a ... ..- .,, i .: .•, a n• . . .cfa, h . .. 'S alter �• , DRA1tnl Or• rLsA - EXISTING SITE PLAN , f ` scAIB,•-2W-W Fart 22sJ4 a - p ' NORTHEAST ELEVATION cHN ., , e d0a-0•FOR t ht17 y T'PB v sc�t• ,o•-o•FOR rtxx 1' 2W--W FOR 11d7 2 - _ t71FC1O'D B►:" . - i , PRIaIECr NUYBfR 'SOOOZg2S u c - rt• i aa�,rr��yy�rw,�xrrQQ T .. , '' JOB NUYBETt:, t1O0S7M6 '. ,. SOME MUSIDIG Ally PROPOSED IN _.,. FORWMN NOT S110YYN FOR CIARRY. • .. r x - ". ` ,. � tj SITE ADOftESS. 4 • 2. NORM SHM AS -APPROXDAiE ' 0=NG TOWER MD ANwr aM=NS ARE AppR=MAIE ANo'rb►vE .Bmt vEw u WITH n }; `` 49 OCEAN'.STREET. . HYANNIS, MA 02601, s VAWM FREPARm Pat W v�r PEED BY Danl�ENQNma INC.CN 01/10/1s _ & AMENNIAS TO BE 1NSTAIIM PER TOM MANUFACTURER REOOMYEN011TIONS AND TWER StRUC1URAl - { ,_} ANALYSIS.SPECIFICAMNS.. , y• .. '°. , - . ' SHEET.TITUf "• 7.' DOMERRtl'HAS NOT BEEN.CONTRACTED TO PERFORM A STRUCTURAL.ANALYSIS ON nib TOWER AND _ '• - - � _ EXISTING,SITE PLAN - _ - THEIREFORE ASSUMES NO RESP�SIBUTY FOR TTE STRUCTURAL CAPAM,AS REQUIRED UNDER THE TM/EIA 2220— STANDARD.t40=N WTRE M SIALL PTt01110E A STRUCTURAL ANALYSIS OF THE TONER PREPARtn _ '. ' " BY A LICENSED MASS 4JSETiS STRUCTURAL ENGINEER CERTIFYING THAT,THE EXISTDIG 11DYIF]t AND ANY 'T. . REIRARED RIPROVEYENTS AND REINFORCEMEMs HAVE SUFFICIENT CAPAM TO SUPPORT ALL 005.1O+G'AND 8C ELEVATION , PROPOSED'ANTENNA&SUPPORTS'A Q APPURTDWJM AND COMES WM THE CURRENT WLSSAd1USER5 — WATE BUILOM COOS ANO OA/TN gBTEAfA THE OOttIRACiOR IS TtESPOt1981E'ro CONFRtM T}IAT ANY AG I: ABOVE GRADE IEVF3 DBrROVEMQHS AM REINFORCEMENTS REIOURED BY THE.STRl1C1.1RAL ANALYSIS CERIIFICATION'ARE ' . F C.L tY•]iiER UIrE • SHEET NUMBfiR PROPERLY INSTALIM PRIOR TO THE ADDITION OF ANTENNAS, SUPPORTS MID APPURTENANCES PROP06ED � { \0000 ON tl¢sE ORAWOiGS OR OIHER1ilsE NOTED Ot THE STRUCNRAL ANALYSIS. 8 REUSE DO W ANTENNA MOtMTS AND t7 X INS =FOR DAUAM OR DECAY AND R04AM AS NEFDm t /ll PER STRUcit1RAL.ANALYSIS ti , x - ' �;.., _i ai.,,. 6..t:: a .';. s : .,.. -a, ..a � , � � '�! e re�M• i.r ,r•� a �.c•��; r, + . : tit`,•� w r ;. •• - .. - .-. m , n 4 � , 3 c� EXFSTWG VMtZ(N �Nws' -ia) 4EFtlZOfJ WIRELESS (TO�y r 9E.;-''9WAPPED'GUT WITH 12�. s - ` , &MOROU H.R PARKWAY ` MA 0 581,3q!S6 - .'TOP OF;E%fST[NC�LA TTtCE.TOWER •. ! �;.,: Ex1StiNG WSM _!_•. a `,• t"". y _.. AN.TEN" •:0.L- OF giST1NC ANTENNAS. t >;ELEV = 102 ,:... � ��" "a:` ".. :.: , •<..,, ''Ex1571rtG'6KN ANTENNA.. , ,. � • ~ 3 .- HYANNtS MA HD fi „ n , l OF-E7CiSTiNC ANTENWtS r- .. r n .O'�7CC-C- :, ExiSRNC'OtSN ANTENNA: o- - , . , L'fE ©RAWINGS o .o a c k c:•di+rENNAs. , F _y �5 - r r " • r� - N " •. •1 ' 09 t 4 i t FOR St)�Atr'fal " a 0 05 24 /t FOR 5U8MFTfAL Owl `Q3 FO EXtST1NC IQ2=0�>AGJ.. _ .. ;. TKt"UtTtIC�'TOWER' c' � a /3o/It R COMMEM -_EXI571NG ROOF KOt}NTEO r t` >•.. , a � ;. .....,: �,,'._ ._ _ �' � - -. i #`. w • , .. = .Dewberry _m } x /�,..��� �����,{ ,u a70l�aIOTTY'VWYN�URi.. 2m SUMINIIER�' ` �'1::' ,. _- ,:• .. , - ., - ,. . ,. ' ,_ ., , - _ ExISTIYdC.'�EOUiPMENf;. N - ':,* EXIST[NC,ROOF.W W7NTED; Ar c - - - Y a - - - ...air , .elo n� q•. : r.. r�F AILIS EltsTm U SE EXISfIPkG'.502- 0G ' FYa cW Kl kATTtCE iOtYEq �fEk44 ExtST1EQ TER _ _ ClWNi1N1f.FECE- •o 0oa � _ N „r [ 9AR@EO E. .. _ n y �_ ExiST1RG ,. ..YEI'020. A - EQUIPMENT SHEVER, 4 :REVIEIMFD BY: •<OAS - ee 12 m ELEVATION k SCfLE: 1.'=t0e-0' i CNk1CItED • ' MUSTING:SITE PLAPI• 1 j , , a° io• 20•,s PROJECT NUMf3FIt: 50002823 r "+' `JOB'lririABER}' `SOOiQTSo. Mw •n�- a. - } •" + 'a ,hy ..v,. V�fYiY�YYn C r, , - a a 'a ,a • i ,::+ • 'n i. .. .,S', r u„. - u:,� a .. - t _a S } } Y , . / S1TE'AOOR65, n . "' NO �PROPOSED WFORti11TI0N NOT-MOWN .. - .- - .. 'e t" r FOR CLARITY. r y `49 OC STREET 2 `NOITRI SHOWN A.S APPROXIMATE HYANN{ MA a. No oasnnc.ANiFr+N�.1NFowMknON PRovInED� ,,.' , FX1511NG TOWER'ALL fTE7ri5 5HaHwJ AS APPROJQMATE h ANra+iw. MouNis ei coax.'a BE n+srAum;eo+ • EXISTING •SITE PLAY TOWER MANUFACTURER REi=AMMQAXMS'&TDWEIt e _f ANALY SPEC(FN Al10NS 1. tA1T711T AS:VFEWEU'FROM BE}(INO;THE AytkNw- E ffi QEWEREAKf NAS N6i.6 IIM CONTRAC=-TO PERFORM A' SHEET NUMBkR l ANTENPlA CONFIGURATION 'SrRtlCllraK.ANALYSIS'oN IS.TOWER ANO.THERffORE - " ASSItIIES NO �Lf1Y'FOR IHE STRUCTURAL SCN E.N TS a I U-7ma"w 3i s. J ! PROJECT INFORMATION A SCOPE OF WORK: MODIFICATIONS TD AT&T EQUIPMENT AT AN EXISTING WIRELESS TELECOMMUNICATIONS FACILITY ;SITE ADDRESS: 49 OCEAN STREET HYANNIS, MA 02601 PROPERTY OWNER: NEW ENGLAND TEL&TEL CO at&t. C/O VERIZON PROPERTY TAX DEPT P 0 BOX 152206 IRVING,TX. 75015-2206 LATITUDE: 41.651768 ' LONGITUDE: -70.282116' ' ANTENNA ELEVATION: 78'AGL(ALPHA&GAMMA) , 66"AGL(BETA) SITE NAME: OCEAN STREET - (HYANNIS' _ JURISDICTION: _ ' TOWN OF BARNSTABLE - CURRENT USE: TELECOMMUNICATIONS FACILITY t SITE NUMBER: 1145 - PROPOSED USE: • TELECOMMUNICATIONS FACILITY_ - NAME OF APPLICANT: ,AT&T MOBILITY - 550 COCHITUATE ROAD k 0 SUITES 13 & 14 VICINITY MAP SCALE: 1"=1000' FRAMINGHAM, MA 01701 DRAWING INDEX- • • . REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS SHEET DESCRIPTION REV DEVELOPED TO E WAS DEVEL .. THIS DOCUMENT _ HIS • ' NOT TO BE USED FOR ANOTHER SITE OR WHEN OTHER CONDITIONS PERTAIN. REUSE Of , DOCUMENT IS AT THE SOLE RISK OF THE USER: TO1 TITLE SHEET 7 rC E�'% its GO1 GENE NOTES +GENERAL 0 � avq. AO1 COMPOUND PLAN&ELEVATION. 7 . •' � 0 J. _ .� � • 7AO2 ANTENNA MOUNTING PLAN&DETAILS APPLICABLE BUILDING CODES AND STANDARDS AO3 EQUIPMENT DETAILS �. I P 7 EO1 , GROUNDING DETAILS , 5. SE'_ H PROJECT STANDARD NOTES, SYMBOLS AND DETAIL , • 'SUBCONTRACTOR'S WORK SHALL COMPLY WITH MB S ( DRAW ING INDEX FOR STA NDARD NOTES AND DETA ILS INCLUDED WITH TYPICAL DRAWING PACKAGE ). SUBCONTRACTOR WORK �FALI COMPLY ALL APPLICABLE STATE AND LOCAL CODE S AS `c S 3►. ), :At a J 2tQ1 a- s�, ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION.THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE y DESIGN. 8 �2 s • 1 BUILDING CODE: N , 780 CMR 8TH EDITION (IBC 2009) WITH MA AMENDMENTS c ELECTRICAL CODE: a e �tM 2014 NFPA 70 - NATIONAL ELECTRIC CODE r a u�JD 2012 NFPA 1 - FIRE CODE 1 OTHER: M 1 A AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION(T1A) 222-F, STRUCTURAL STANDARD FOR +� STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: TW 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. r.be c` INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS(IEEE) 81, GUIDE FOR MEASURING EARTH G •NO RESISTIVITY, GROUND IMPEDANCE,AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41, COU d k M f, fir RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE.AC POWER CIRCUITS (FOR LOCATION 811iff CATEGORY 'C3'AND 'HIGH SYSTEM EXPOSURE? FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS * >so>J i pie`a.�s I► UNDERGROUND SERVICE ALERT OF CONSTRUCTION, OR OTHER REQUIREMENTS.THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. 1 a/k ` WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT,THE SPECIFIC, V .1 ` REQUIREMENT SHALL GOVERN. _ - o •^ AT LEAST 72 HOURS PRIOR TO DIGGING, ' THE CONTRACTOR IS REQUIRED TO CALL DIG SAFE AT 1-888-DIC-SAFE r ® � Nofp4 It . _ •oBe`e I G S • '^�,. 7 10/21/15 ISSUED FOR CONSTRUCTION - CAW CJS DAVi AT&T MOBILITY OCEAN STREET-HYANNIS a 1D/osT/15 Issum FOR cDr�rRucna+ cww cJ PAC, CHAPPELL R.K.EXECUTIVE CENTRE .i AT&T MOBILITY 5 09/04/15 ISSUED FOR COtSIRUCRON CAW ENGINEERING 201 BOSTON POST ROAD WEST SITE#1�45 �� 550 COCHRUATE ROAD 4OS/25/15 ISSUED FOR CONSTRUCTION CAW TITLE SHEET SUITE 101 SUITES 13 & 14 s 02/06/15 ISSUED FOR CONSTRUCTION CAW J ASSOCIATES,LLC MARLBOROUGH,MA 01752 &t FRAMINGHAM, MA 01701(508) 481-7400 49 OCEAN STREET NO. DATE REVISIONS BY ND. .w06 R N1o. DIAAi-ND.Nay. Gs?•N$fjkCfUf&T Lerid$IMyrfJ www.chappelienginewing.com �l AS SHOWN GN(D CJS DRAWN:Dlw 1.034 1145 TOt 7 1. HYANNIS, MA 02601 CONCRETE AND REINFORCING AEI NOTES: ELECTRICAL INSTALLATION NOTES: GENERAL NOTE$: 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318.ACI 336,ASTM A184.ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 1.WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: OF THE NEC AND TELCORDIO. - +' CONTRACTOR-SAI 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAIS,UNLESS NOTED OTHERWISE.A , SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) HIGHER STRENGTH(4000 PSI)MAY BE USED.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 381 CODE 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED MI SUPPORT IRE AND OWNER-AT&T REQUIREMENTS TRAISPOIRT CABLING TO THE NEW B7S EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO _ OEM-ORIGINAL EQUIPMENT MANUFACTURER CONTRACTOR FOR APPROVAL 3.REINFORCING STEEL SHALL CONFORM TO A 615.GRADE 60.DEFORMED UNLESS NOTED OTHERWISE.WELDED WIRE FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORN CAN BE ACCOMPLISHED AS FABRIC SHALL CONFORM TO ASTM A 185 WELLDEDDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE.SPLICES SHALL BE CLASS 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY .2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 4 SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE. 'B'AND ALL HOOKS SHALL THE NEC AND 7ELCORDIA 8E STANDARD,LINO. w ATTENTION OF CONTRACTOR. 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 4.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, _ DRAWINGS: S.EACH END OF EVERY POWER,GROUNDING,AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPR14TE NOTICES AND COMPLY WITH CONCRETE CAST AGAINST EARTH-.....3 IN. COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV • A ' ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY PUBUC AUTHORITY REGARDING CONCRETE EXPOSED TO EARTH OR WEATHER: _ PROTECTION,OR EQUAL).THE IDENTIFICATION.METHOD SHALL CONFORM WITH NEC&OSHA,AND MATCH ' THE PERFORMANCE OF THE WORK. _ 86 AND LARGER.........................2 IN. _ - /5 AND SMALLER&WWF............%IN, EXISTING INSTALLATION REQUIREMENTS. _ 4. ALL WORK CARRIED OUT STONER COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY CONCRETE NOT EXPOSED TO EARTH OR WEATHER, ' " . 4. ALL WORK AND CARRIED JURISDICTIONAL CODES.ORDINANCES AND APPUCABLE REGULATIONS OR NOT CAST AGAINST THE GROUND: 6.POWER PHASE CONDUCTORS(I.E., TA SHALL BE LABELED WITH COLOR COOED INSULATION OR - - .;, SLAB AND WALL..........................�IN. - i t -REQUIREMENTS ELECTRICAL TAPE(3M BRAND,Y.INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION,OR EQUAL).PHASE , 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. BEAMS AND COLUMNS................%IN. - - CONDUCTOR COLOR CODES SHALL CONFORM LEA THE NEC&OSHA AND MATCH EXISTING INSTALLATION ' � � � 7.ALL ELECTRICAL COMPONENTS SHP1L BE CLEARLY LABELED WITH ENGRAVED IAMACOID PLASTIC LABELS. r " 6. UNLESS NOTED OTHERWISE.THE WORK SHALL INCLUDE FURNISHING MATERWS,EQUIPMENT,APPURTENANCES, 5.A CHAMFER);'SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,.LINO,IN ACCORDANCE WITH ACI 301 SECTION ALL EQUIPMENT SWILL BE LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION.WIRE AND LABOR NECESSARY R COUPLETS ALL INSTALLATIONSSHALINCLUDE IS INDICATED ON THE DRAWINGS. 4.2.4. - CONFIGURATION,POWER OR AMPACOY RATING,AND BRANCH CIRCUIT ID NUMBERS(I.E.PANELBOARD AND CIRCUIT ID'S). 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED B.PANELDOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE _ , RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT - CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 6. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE NIN WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRAWNG - y ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP OWES- • SHALL PROPOSE AN ALTERNATIVE INSTALLATION BE FOR APPROVAL O THE CONTRACTOR. HOLES IN CONCRETE SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES.SHALL BE STAINLESS STEELS OR HOT DIPPED . GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL 10.POWER,CONTR04 AND EQUIPMENT GROUND WIRING IN TUBING CLASS CONDUIT SHALL C SINGLE CONDUCTOR 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL.ROUTING OF CONDUIT,POWER AND T7 CABLES,GROUNDING � 7.CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB N GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS y (W AVID OR LARGER),600 V,OIL RESISTANT THHN OR TIIWN-2,CLASS B STRANDED COPPER CABLE RATED � CABLES AS SHOWN ON THE POWER.GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE (IBC1905.8.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; FOR 90'C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE _ (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. - UNLESS OTHERWISE SPECIFIED. _ " ACTUAL ROUTING WITH THE CONTRACTOR. (8)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE.GRADE SUPPLIED. - FOR GREATER-THAN 50 CUBIC YARDS THE GC SMALL PERFORM THE CONCRETE CYLINDER TEST. r it.SUPPLEMENTAL EQUIPMENT GROUND WIRING I.00AIED INDOORS SHALL BE SINGLE CONDUCTOR(16 AWG OR 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS.CURBS,LANDSCAPING AND LARGER),600 V.OIL RESISTANT THHN OR THWN-2 GREEN INSULATION,CLASS.8 STRANDED COPPER CABLE x- STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION - S.AS AN ALTERNATIVE TO REM 7.LEST CYLINDERS SHALL BE TAKEN INITW.LY AND THEREAFTER FOR EVERY 50 YARDS OF RATED FOR 90'C(WET AND DRY)OPERATION;LISTED OR LABELED FOR.THE LOCATION AND RACEWAY SYSTEM- . OF THE OWNER. .. k CONCRETE FROM EACH DIFFERENT HATCH PLANT. - USED,UNLESS OTHERWISE SPECIFIED. " i 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DEPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL 9,EQUIPMENT SFWl NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT S VERIFIED.BY - 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS.OR BELOW GRADE WILL BE SINGLE A: CABLES AND OTHER ITEMS REMOVED FROM THE IXSTNG FACILITY.ANTENNAS REMOVED SHALL BE RETURNED • : _ a <. " CYLINDER TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED it ,a # s #3 AWG SOLID TINNED COPPER CABLE.UNLESS OTHERWISE SPECIFIED -:.'TO THE OWNER'S DESIGNATED LOCATION. s - .. " , a CONDUCTOR AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHAH BE MULTI CONDUCTOR.TYPE , 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. _ - STRUCTURAL STEEL NOTES: • �' M "' CABLE(�3q AWG OR LARGER),600 V,OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE `, WINGS OTHERWISE 1 THE SUBCONTRACTOR SHALL AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR :, ." 1. LLSF1 5 SHALL BEE PAINTED ASTM-A-36 NIESS�OIHERWISE MORDANCE WITH THE OTED ON THE SITE SPECIFIC DRAWING STEEL DESGN.NOTED. 'A P " RATED FOR 90'C(WET AND DRY)OPERATION;WITH OUTER JACKET;LISTED OR LABELED FOR THE LOCATION _ 3 -MANUALr USED,UNLESS OTHERWISE SPECIFIED. _ SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS.CONTRACT. CUES,SEQUENCES,AND - INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE Of STEEL.CONSTRUCTION(AISC) •) PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK NDER THE CONTRACT. _ i a OF STEEL CONSTRUCTION". i .+ 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE.COMPRESSION WIRE LUGS AND 14.SUBCONTRACTOR SHAD.NOTIFY CHAPPELL 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACIffILLNG WIRENUTS BY THOMAS AND BETTS(OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT No TRENCHES,SEALING ROOF AND WALL PENETRATIONS 48 H U POST DOWNS,FINISHING NEW WALLS OR FINAL - 2.ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. LESS THAN 75-C(90C IF AVAILABLE). y ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 N THE AISC'MANUAL OF STEEL CONSTRUCTION-.9TH EDITION.PAINTED SURFACES SHALL.BE TOUCHED UP. 15.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WTfN 15.NOT USED. _ s NEMA.UL.ANSI/IEEE.AND NEC. IS.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY 3.BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 EDITS�'0)AND SMALL HAVE MINIMUM OF TWO BOLTS 18 NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. ' UNLESS NOTED OTHERWISE ' HE DRAWINGS MUST BE VERIFIED. 17.ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(I.E.,RIGID PVC SCHEDULE 40,OR WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON T IES PRIOR TO ORDERING MATERIAL OR 4 NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE%6 DM.ASTM A 307 BOLTS UNLESS NOTED OTHERWISE RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANC _ 'r PROCEEDING WITH CONSTRUCTION. _ - " r 17.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY • _ 5.INSTALLATION OF CONCRETE,DOWELEXPANSI OR ROD ANCHORS SHALL.BE PER MANUFACTURERS COMMON RECOMMENDED • INDOOR LOCATIONS. RIGID 't SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT y PROCEDURE.THE ANCHOR BOLT,DOWEL. ROD SHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR EMBEDMENT - 18 ELECTRICAL METALLIC TUBING(EMT).ELECTRICAL NONMETALLIC ORCONCEALED TUBING(ENT), CA OHS. NONMETALLIC: MUST BE COORDINATED WITH COMPACTOR.ALSO,WORK SHOULD�SCHEDULED FOR AN _ DEPTH OR AS SHOWN ON THE DRAWINGS. . RETIRE SHALL V CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING " 'APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN ORDER TO MAINTAIN, CONDUIT(RIGID WC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS.. MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED 19•GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(AMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE.GRADE GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL - 18.SINCE THE CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MIDST BE TAKEN WHEN WORKING AROUND HIGH, • 20.RIGID NONMETALLIC CNDUT BURIED, RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SWILL IN - t' LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY r r - - USED UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN , WORK THAT COULD EXPOSE THE WORKERS TO DANGER.PERSONAL RF EXPOSURE MONITORS ARE TO BE WORN S.LCOLNT?ACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL.N PROJECTS REQUIRING STRUCTURAL REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE 11 TRAFFIC. - TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS., • s ' 7.ALLSTRUCTURAL STEEL WORK SHALL BE DOME IN ACCORDANCE WITH AISC-SPECIFICATIONS. ., ,• 21.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT(LIQUID-TIE FLEX)SHALL BE USED INDGORS'AND ` ' _ •* cnll COMPACTION NOTES FOR SI AR ON GRADE: .. .4 - OUTDOORS.WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. , r SITE WORK GENERAL"NOTES: " t 22.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR.TO THE START OF CONSTRUCTION. 1.EXCAVATE AS AS REQUIRED. REWIRED TO REMOVE VEGETATION POND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE SETSCREW FITTINGS ARE N LOGTK)N USED. OT ACCEPTABLE., ' r } 23.CABINETS.BOXES,AND WIREWAYS SHALL BE USTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE 2.ALL EXISTING ACTIVE SEWER,WATER.GAS,ELECTRIC,AND OTHER IIITLRIES-.WHERE ENCOUNTERED 1N THE WORK,SHALL BE WITH NEMA UL,ANSI/IEEE.AND NEC. , PROTECTED AT ALL TIMES. AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS 2.COMPACTION AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOIECHNICAL TECHNICIAN OR DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS Y 24.CABINETS.BOXES,AND WIREWAYS-TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. AROUND OR NEAR UTILITIES.SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE WE S _ BUT NOT BE LIMITED TO A)FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. COMPACTION EQUIPMENT'.NLISTEDOBELOW-TO ATNLEAST 90%TIMODIFIED PROCTORRhwimuM HALL PER ASTM D 1a57 METHOD r 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER,DESIGNED TO SNING OPEN , DOWNWARD;SHALL BE PANDUT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 3R 3.ALL SITE WORK SHALL BE AS INDICATED N THE DRAWINGS AND PROJECT SPECIFICATIONS. C. - _ _- t (OR BETTER)OUTDOORS: .. - 4.IF NECESSARY,RUBBISH.STUMPS,DEBRIS.STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED M - 3'LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100%PASSING g1 SIEVE. - 26.EQUIPMENT CABINETS.TERMINAL.BOXES.JUNCTION BOXES.AND PULL"BOXES SHALL BE GALVANIZED S. DISPOSED OF LEGALLY. EPDXY-COATED SHEET STEEL,SHALL MEET OR EXCEED UL 50,AND RATED NEMA1 (OR BETTER)INDOORS 5.THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE TITS EQUIPMENT AND TOWER.AREAS. _ 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM STEED VIBRATORY PLATE - OR NEMA 311(OR BETTER)OUTDOORS 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED N FROZEN GROUND.FROZEN MATERIALS,SNOW OR ICE SHALL NOT COMPACTOR(SUCH AS SDMAG SIP 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORi ROLLER(SUCH AS GRABOMNULAR FILL 6W 55E). 27.METAL RECEPTACLE.SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED,OR NON- S. AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH AWELL-GRADED GRANULAR FILL AND CORRODING;SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) BE PLACED IN ANY FILL OR EMBANKMENT. -COMPACTED AS STATED ABOVE' INDOORS,OR WEATHER PROTECTED(EDP OR BETTER)OUTDOORS. 7.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE - C'OMPArTION EQUIPMENT: _ APPLICATION. 26.NONMETALLIC RECEPTACLE,SWITCH,AFID DEVICE BOXES SHALL MEET OR EXCEED NEMA OS Y,.AND • `1.HAND OPERATED DOUBLE DRUM,VIBRATORY ROLLER•VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. RATED NEMA1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. B.ALL EXISTING INACTIVE SEWER.WATER,GAS,ELECTRIC ANU.OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF.THE _ - - - - 29•THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM TILE C014TRACTOR WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE 'f"(1NSTRI ACTION NOTES: BEFORE COMMENCING WORK ON THE AC POWER DIS RIBUTDN PANELS, WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES. .. 1.FIELD VERIFICATION: � Al.THE SUBCONTRACTOR SHAH PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER.EQUIPMENT OR SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK.AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT BEREPIACED. AGAINST LIFE AND PROPERTY. .` 2.COORDINATION OF WORK: 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.NEC SPECIFICATIONS. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. - AND ALL APPLICABLE LOCAL CODES: SEDIMENT 32.CONDUIT ROUTINGS ARE SCH REQUIRED DURING CONSTRUCTION.SHALL BE IN CONFORMANCE OR SHALL INSTALL CONDUITS SO THAT ACCESS TO 10.SUEWITH THE LOCAL GIIIDELNES FOR EROSION AND CONTROL 3.CABLE LADDER HACK: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE Of 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE AT&T SPECIFICATION FOR SITE SIGNAGE. .LADDER RACK,CABLE TRAY,AND CONDUIT AS REQUIRED EQUIPMENT IS NOT BLOCKED. �u TO SUPPORT CABLES TO THE NEW TITS LOCATION. 6� 7 10/21/15 ISSUED FOR CONSTIRUCT1ON CAN cis p�v� AT&T MOBILITY 5 10/09/15 ISSUED FOR CONSIRUCTN CAW ' ® CHAPPELL OCEAN STREET-H_YANNIS AT&T MOBILITY 5 09/04/15 ISSUED FOR CONSTRWMN CAW R.K. EXECUTIVE CENTRE �� �, 550 COCHITUATE.ROAD 4 08/25/15 ISSUED.FOR CNSTRUCTON CAW GENERAL NOTES 1 ��,ENIMNEERING 201 BOSTN POST ROAD VAST I SUITES 13 & 14 V N ITEPO T SITE#1145 3 02/OB/15 ISSUED FOR cot4sTRucDON GIN J MARLBOROUGH,MA 01752 FRAMINGHAM, MA ONION - No. JOB F%L. ON0.N0.REV• By ASSOCIATES,LLC (5Ge)aet-7400 49 OCEAN STREET �� DNs 4� www.c(508)48-7400 can �✓� 1.034 ' 1145 G01 7 cfvil SUUCtural Lail-''.U+T'vyll9 9 9' HYANNIS, MA 02601 •AS SI I I III DESIGNED CJS DRAWN:OKJ t NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS AND 7. ALL(E)ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK,SHALL BE F - MNNTAINING ALL LINES AND GRADES REQUIREDTO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING 2. ALL DIMENSIONS SHOWN THUS 3 ARE APPROXIMATE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VERIFY ALL DIMENSIONS WITH g ALL(E)INACTIVE SEWER,'HATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE ` PROJECT OWNER PRIOR TO CONSTRUCTION. WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT 3. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORTH. PRIOR TO THE START OF INTERFERE WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF.UTILITY COMPANY ENGINEERING. CONSTRUCTION,ORDERING OR FABRICATING OF ANTENNA MOUNTS.CONTRACTOR SHALL CONSULT WITH PROJECT - OWNER'S RF ENGINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS.'- 9' SNHALLRBEE GRADED TO EAS OF THE RA UNIFORM SLOPED FERTILIZED,SEEDED D COVERED BY THE WORK AND NOT RED WITH MULCHPUNLESS ROTHHERWISE NOTED. 4 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 10. THE CONTRACTOR SHALL ESTABLISH AND MNNTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES DURING AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER,THE STATE, CONSTRUCTION,AS REQUIRED. COUNTY OR LOCAL GOVERNMENT AUTHORITY. 5.'COORDINATION,LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR " PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. — 6. ALL UTILITY WORK SHAD.BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. PROP.AT&T ANTENNAS 1 5 (3 PER SECTOR,TOTAL OF 6) A02 A02 ON PROP.SECTOR MOUNTS 0 78'AGL - _ - EXIST.PANEL ANTENNAS I (1 PER 5ECT0,7 TOTAL OF 2),EXIST.DIPLEXERS(2 PER - - SECTOR, TOTAL OF 4),&EXIST REPS(2 PER SECTOR, • 70TAL OF 4)TO REMAIN 0 78-A GL U3NJYbW - . EXIST.TMA g - 2 PER ECTOR.TOTAL OF 4) (BONDS ANTENNA 0 A.L. A02 PROP.AT&TEC T R,' - 2 & PER SECTOR.TOTAL OF 10) FXIST 2)AT&T PANEL ANTENNAS ALPHA GAMMA &PROP•A2'MODULES £L.- 7B'-Q"Ace M2 (2 PER SECTOR.TOTAL OF 4) E PROP.1I6 PANEL ANTENNAS MOUNTED BEHIND ANTENNAS 0 78'AOL < .. EXIST.BUILDING ,. S1 L ( EL=78-O'AGL I IXSI.SURGE ARRESTOR PROP.AT&T ANTENNAS 1 5 SECTOR i 2 (1 PER SECTOR,TOTAL OF 2) (3 PER SECTOR,TOTAL OF 9 I AD2 A02 A02 MOUNT 0 T 78'PAS ' ON PROP.SECTOR M i PROP.AT&T RRUS PROP.AT&T RRI15 ¢EXlS7. !)AT&T PANEL ANTENNAS BETA i 2 (5 PER ACTOR,TOTAL OF 5) (5 PER SET�ALMOOpU 2 I EL.-66'-D"AGL Imo- �2 2 PER SECTOR MODULES OF 2) (2 PER SECTOR,TOTAL OF 6)LES A02 ,{I - PROP. PANEL ANTENNASI� MOUNTED MIND ANTENNAS 0 BB'AGL MOUNTER BEHIND ANTENNAS +• g EXIST.TAM EL~66-0'AGL - (2 PER SECTOR,TOTAL OF 6) EXIST.PANEL ANTENNAS I PROP.AT&T ANTENNAS BEHIND ANTENNA 1 5 (3 PER SECTDR,TOTAL OF 3) (I PER SECTOR, TOTAL OF 1),EX157 DIPLEXERS(2 PER SECTOR, ON PROP,SECTOR MOUNTS X . x TOTAL OF 2),&EXIST.RETS(2 PER SECTOR, TOTAL Of 2) I AD2 A02 0 6,AGL EXIST CPS ANTENNA(T)P OF 2) - TO REMAIN®66'AGL I MOUNTED TO EXIST.EQUIPMENT SHELTER I - V V EXIST.TMA g I EXIST.SURGE ARRESTOR ______- •-_--- EXIST PANEL ANTENNAS I \ 2 (1 PER SECTOR,TOTAL OF 1) EXIST LANDLORD (2 PER SECTOR,TOTAL OF 2) A02 1 A02 MOUNTED TO�P•SECTOR EQUIPMENT SN£i TER (I PER SECTOR, TOTAL OF 3),EXIST. BEHIND ANTENNA 0 66'AGL I MOUNT 0 6V Aft DIPLEXERS(2 PER SECTOR, TOTAL - i I EXIST COMMON ❑ OF EXIST REPS(2 PER 1 / EQUIPMENT ( I SECTOR, R,, rorac of 6) PROP.(2)FIBER AND(4)DC CABLES / ( - TO REMAIN ROUTED ADJACENT TO EXIST.CABLES PROP.EQUIPMENT wTMIN EXIST. _ EXIST.SURGE ARRESTOR AT&T 12 X16 LEASE AREA IN (1 PER SECTOR.TOTAL OF 3) w I EXIST.EQUIPIAENT,SHELTER A03 ❑ � A02 MOUNTED TO PROP.SECTOR MOUNT I I I - EXIST(12)'/a"COAX,(1)nBER.&(2) .. L __-__ _ '(f OC CABLES TO REMAIN EXIST 104' I PROP.(2)FIBER AND(4)DC.CABLES LArnC£ I ROUTED ADJACENT TO EXIST.GABLES TONER EXIST.LIPS ANTENNA(TIP OF 1) 1 (12) COAX,(1)nBER,&(2)"x��x EXIST F p" EXIST. /t• MOUNTED TO£X/ST.EIN/IPMENi SHELTER DC CABLES TO REMAIN I - ��x_!x L ,U PROP.EQUIPMENT WITHIN 1 O0.4T.EQUIPMENT SHELTER 1 EXIST,AT&T EQUIPMENT SPIEL TER HOI I• 1 . „ GROUND LEVEL COMPOUND PLAN 1 COMPOUND ELEVATION _ SCALE:1/8* SCALE:1"-5' AOi • OF 0 2'-6" 5' 10' 15• - - 7 10/21/15 ISSUED FOR CONMUCILON CAW CJS f1A1H AT&T MOBILITY OCEAN STREET-HYANNIS 8 10/03/15L'm FOR coruTRucnoN fww 6Jf1V1 N PEN=ERING CR.K. EXECUTIVE CENTRE AT&T MOBILITY 5 09/04/15 ISSUED FOR CONSTRUCTION TAW 201 BOSTON POST ROAD WEST550 COCHITUATE ROAD 4 08/55/15 WARD FOR CONSTRUCTION CAW COMPOUND PLAN & ELEVATION SUITE 101 - SITE#1145 ��&t SUITES 13 & 14 MARLBOROUGH, MA 01752 FRAMINGHAM, MA 01701 3 °2/°g/15 ISSUED FOR C°NSRtUCTION CAw 06 I ASSOCIATES,LLC (508)481-7400 NO. DATE REVISIONS BY ,roe NO. pNO. R R} www.choppeliengine�ing.com 49 OCEAN STREET f Ci✓T$TnrCtuTAi Lend$.Irl+eytrtg HYANNIS, MA 02601 (a'f$ A0I 7 7 •1•.1°'-0• ESIONED:CJS oRAwN:oKJ 1.034 1145 O"AL ' rl'lQ�'-l*l.T0 =RFDSIOR _ PROP,AT&T ANTENNAS Qh(3 PER SECTOR,TOTAL OF 8) /I p�� PROP.AT&T RRMAL - - ON PROP.SECTOR MOUNTS 0 78'AGL / &PROP.A PER A22 OMODULES OF 10) ` OF 4 PER SECTOR, ) T EXIST.SECTOR MOUNTS / MOAN AL MOUNTED BEHIND ANTENNAS O 80'AGL TO BE REMOVED _ t \ EXIST.SURGE ARRESTOR :(11 PER SECTOR,MOUNTED TO PRO..EC70R MOUNT 0 78'AGL. TOTAL ' � EXIST.(8)TOTAL BIPLIXEAS AND(8) EXIST.1MA , TOTAL TMA'S TO SE RECONFIGURED FOR (2,PER SECTOR,TOTAL OF 4) .4 •�`��r NEW ANTENNA ARRANGEMENT _ BEHIND ANTENNA O 78'AGL .EXIST PANEL ANTENNAS . 0 PER,SECTOR, TOTAL OF 2),EXIST. _ - .. GAMMA DIPLEXERS(2 PER SECTOR, TOTAL OF 4),& . UMTS EXIST RET'S(2 PER SECTOR, TOTAL OF 4)TO . ' \ -REMAIN 0 78'ACL ` EXIST.PANEL ANTENNA — PROP.2% _ - .. (2 PER SECTOR EXIST.TMAS TOTAL OF 6) - 'O.D. , TO SE REMOVED (2 PER SECTOR,TOTAL OF 8) STABILIZER EAR(1YP.) - '^a• EXIST LATTICE TOWER EXIST.PANEL ANTENNAS PROP. 12'-0•SECTOR FRAME , EXIST LATTICE TONER 1 (1 PER SECTOR.TOTAL OF 3) ANDREW P N MTC3615 OR EXIST.PANEL ANTENNAS L TO BE RELOCATED TO PROP,MOUNTS QyEp EQUAL (I PER SECTOR, TOTAL OF 1),EXIST.DIPLEXERS(2 PER SECTOR, TOTAL OF 2),&EXIST:RETS(2 PER '- GAMMA_ SECTOR IXW. TOTAL OF 2)TO REMAIN 0 66'AGE MA UMTs C (2 PER SECTOR,TOTAL OF 2) .. OAMM— .. . - L - BEHIND ANTENNA O 66'AGL r ATE - _ .. PROP.AT&T ANTENNAS . " ON PPRROP.SECCTOR MOUNTS� ( OR,TOTAL F 0 68'AGL •. : mM „: c AA, EXIST.SURGE ARRESTOR ' (1 PER SECT AL OF 1) ti MOUNTED.TO PROP.SECTOR MOUNT O 66`AGL g - a PROP.AT&T RRUS. T (5 PER SECTOR,TOTAL OF 5) &PROP.A2 MODULES ' (2 PER SECTOR.TOTAL OF 2)• MO BEHIND ANTENNAS 0 66 AGL PROP. ANTENNA MOUNTING PLAN y - . EXIST. ANTENNA MOUNTING PLAN S S ° 1'-0' SCALE:1/4•-1'-0' A02 SCALE:1/a"=. _ MOUNTING PIPE .. • .. • �W - PROP PIPE MOUNTED RRU" - eee 3• Y. .PROPOSED ANTENNA(TYP MOUNTING POLE , \2-eeoe PROP PIPE' MOUNT ADAPTOR _ Y PROPOSED MOUNTING 18.5'�. �a•� BRAC�mp•). 24' .. e PROPOSED ANTENNA. „ e • _ I _ PROPOSED RRU'S L +, .. - ,. PROPOSED MOUNIDIG . ERICSSON RRU'c'(Q PER SECTOR:TOTAL OF 151 BRACKET OW') ERICSSON A2 MOWLFc(2 PER cECTOR TOTAL OF 61 11• PROPOSED�R aevrsv DC6-4g E0-18-BF(TOTAL OF 31 16' mm F7� MODEL OTY W' H ' D WEIGHT POWER WEIGHT: 32.8 LBS(141.45 N) - RRUS-11 6 17.0° 19 T Z2' 51 LBS 2x40W SUPPRESSION_CONNECTION METHOD: COMPRESSION LUG.#2-#14 AWG COPPER, x ` r•ra HPA-65R-BLnl-H6-K_ TAL OF fi) rn nPA-85R-LCUU-HB (TOTAI OF 3) . RRUS-12 3 18.5 204' 7.51 58 LBS 2r:60W + #1 ALUMINUM 2 2 '.DIMENSIONS(HxWxD): 72"x14.8°z9" DIMENSIONS(HxWxD): 72•z74.8"x7.4" RRUS-32 3 12.1' 26.7"- `6.7° 60 LBS 4'25W ENVIRONMENTAL RATING: IP 68,7M 72HRS. ' WEIGHT(W/PRE-MOUNTED BRACKETS): 51 LBS - WEIGHT(W/PRE-MOUNTED BRACKETS): 73 LBS RRUS-E2 3 /8.5" 20.4' 7.5°. 58 LBS 4x25W NUMBER OF RADIOS PROTECTED: 6 CONNECTOR: 6x3fe DIN FEMALE CONNECTOR: 6x3fe DIN FEMALE A2 MODULE 6 -15.1' 16.4° 3.4-- 22 LBS N/A _ POWERWAVE LGP17201 N& " RADOME MATERIAL ALUMINUM RADOME MATERIAL: ALUMINUM , RADOME COLOR: LIGHT GRAY RADOME COLOR: LIGHT GRAY .. DIMENSIONS(HxWxD): 14'z16°z4 ANTENNA DETAIL 1 • EQUIPMENT DETAILS 2 TMA DETAILS a ANTENNA & RRU MOUNTING g SCALE:N.T.S. 501 - SCALE:NTS A02 SCALE:NTS - A02 LE:NTS A02 Z�OF Ash 7 10/21/15,ISSUED MR CONSTRUCTION CAW Cu p1AVI AT&T MOBILITY rr l� OCEAN STREET-HYANNIS 6 10/09/15 ISSUED FOR CONSTRUCTION CAW LAA9 CHAPPELL R.K. EXECUTIVE CENTRE - t AT&T MOBILITY 5 09/04/15 ISSUED FOR CONSTRUCTION CAW f �J ENGINEERING 201 BOSTON POST ROAD WEST �� � 550 COCHRUATE ROAD 4 02/06/15 ISSUEDWOW FOR CONSTRUCTION CAW ANTENNA MOUNTING PLAN & DETAILS V SUITE lol SITE#1145 sulTEs 13 & 14 s oz/o6/ls rssuED FOR CONSTRUCTION CAW J ASSOCIATES,LLC MARLBOROucH,MA 01752 FIiAMINGHAM, MA 01701 offis `. (508) 481-7400 49 OCEAN STREET NO. DATE REVISIONS BY N0. 11 5 fXA N0.REV. Cmi Structumi Land Su°�T www.chappellenginearing.eom HYANNIS MA 02601 SHOWN CJS pRAyyN;p� v'9f 1.034 1145 A02 7 �L EXIST.LANDLORD EQUIPMENT SHE!IER 200A C.A. - - _ TRANSFER SVATCH ' EXIST.COMMOlJ - EOUIPMENT SURGE An _ . - .. ` � .. (REMOVED) _ .• .. _ - - • - ELEC. ' PANEL , ers 3 • - (REMOVED) , .: _ ___________-,._____________ _ � ^ Y ' 3206 BATTERY I a. RACK EXIST AT&T 12XI6' r I - I. .EQUIPMENT LEASE AREA I - • R.QU 1 RACK a9N70B�BOC?'IDiPJVmW90:EiIG4\VV0,3EI06&7V EXISTPOWER PLANT - I. . I • _ - a. oc�o e0,N110N0@VW18I7tl&:4 �marl'lsaoaaaW EQUIP. s AT&Tt __ RECTIFIER WITHIN " t RACK A03 EXIST.POWERPLANT CABINET s PROP.RECTIM WRMN - i -i _ - - _ •• _ EXIST.POWER PLANT — . O 1 EQUIP. _1 I RACK OiNtW9!?�flBla 7��518^3 rSA 27.0•--1 I • ����1t�� I - I I •k . I I HYANNIS RADIO -TT DESK... ' POIYfRW A VE I 1 f_ 1 V TO GPS ANTENNA(T1S EL 2)� PROP.(2)FACER AND EXIST. T. CABLES - � MOUNTED 10 EXIST.EQUIPMENT SHELTER 1 • ������IX�•CABLES 1 ^ EXIST.(1)FIBER,(2)PC CABLES, \ .PLAN VIEW y•. . ' &'(12)7XB COAX TO RZMAIN - FRONT VIEW POWER PLANT DETAIL 1_ _ r EQUIPMENT SHELTER LAYOUT SCALE:NOT TO SCALE A03 _ SCALE:1/2• 1•-0' AW 7 1D/21/15 ISSum MR CONSTRucrION CAW cis DAVI AT&T MOBILITY OCEAN STREET-HYANNIS s 10/09/15 Issltm FOR CONSTRUCTION CAW I�/-'►�CWPELL R.K.EXECUTIVE CENTRE " V AT&T MOBILITY 5 DA/04/15 ISSUED FOR CONSTRUCTION CAW 1 �J ENGINEERING 201 BOSTON POST ROAD WEST SITE#1145 I � � 550 COCHITUATE ROAD ♦ o5/25/t5 IssuED FOR coNmucnoN. CAW EQUIPMENT DETAILS V SUITE tot SUITES 13 & 14 ASSOCIATES,LLC MARLBOROUGH,MA 01752 _ FRAMINGHAM. MA 01,701 3 02/OS/15 ISSUED FOR CONSTRUCTION CAW J 06 (508) 481-7400 49 OCEAN STREET NO. DATE REVISIONS BY - NO' Joe No. OW.N0.REV C1ajj&rucivral and Svveying www•chappellenginae ing.com HYANNIS, MA 02601 (jf 1.034 1145 A03 7 •AS S. DESIGNED:CJS DRAWN:DKJ •. .. ONAt GROUNDING NOTES 4 2 1.DO 140T INsT L CA oWN ROUND KIT AT A BEN AND ALWAYS DIRECT GROUND 1.THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND 0 7/162 ° o° is LIGHTNING PROTECTION SYSTEM(AS DESIGNED AND INSTALLED)FOR STRICT COMPLIANCE WITH THE NEC Q6 AWG FROM o ° ° 0 12'TO 24' `2.SHALL H PROOFING SHALL BE TWO-PART TAPE KR.COLD SHRINK (AS ADOPTED BY THE AHJ),THE SITE-SPECIFIC(UL,Ual.OR NFPA)UGHRNG PROTECTION CODE,AND ANTENNA CABLE SHALL NOT BE USED. . GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS.THE SUBCONTRACTOR SHALL GROUND KIT 660�� ° olo o(o o ° ° N TO.ANTENNAS REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. - 0�1°"0 ° o 1 SEE DETAIL 508A ANTENNA CABLE 2.ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING PROTECTION, GROUND BAR 1' - - ` AND AC POWER CES'S)SHALL BE BONDED TOGETHER,AT OR BELOW GRADE,BY TWO OR MORE COPPER ON GROUND U:OENO TXt RXt TX2 RX2 WEATHERPROOFING BONDING CONDUCTORS W ACCORDANCE WITH THE NEC. FLOOR OR ON WEATHERPROOFING KIT - KIT(TYP.) ANTENNA TOWER 1- COPPER GROUND BAR,Y'X4'X2O',NEWTON INSTRUMENT CO. (SEE NOTE 3) - 3.THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING(PER CAT.NO.B-6142 OR EQUAL HOLE CENTERS TO MATCH NEMA � COAX JUMPER GROUND KIT(M.) - IEEE 1100 AND 81)FOR NEW GROUND ELECTRODE SYSTEMS. DOUBLE LUG CONFIGURATION.(ACTUAL.GROUND BAR SIZE WILL GABLE GROUND KIT - (1YP) (SEE NOTE) 4.METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. VARY BASED ON NUMBER OF GROUND CONNECTIONS) WI DWG STRANDED COPPER GROUND - ' .STRANDED COPPER CONDUCTORS WITH GREEN INSULATION,SIZED IN ACCORDANCE WITH THE NEC,SHALL /'"�^^r' /^• n WIRE(GROUNDED TO GROUND BAR)(SEE BE FURNISHED AND INSTALLED 1VRN THE POWER CIRCUITS TO B15 EQUIPMENT. - U`J�;-�O U 2- INSULATORS,NEWTON INSTRUMENT CAT.N0.3061-4 OR EQUAL NOTE 1 &2) CONNECTOR p) v 0�Oj O O O O J WEATHERPROOFING 86 AWG 5.THE SUBCONTRACTOR SHALL FURNISH AND WALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED 3- CAT. LOC3015-RO NEWTON INSTRUMENT CO. KR(lYP) I I -i O CAT.N0.3015-8 OR EQUAL• - NOTES,1.00SEE NOTE 2 •ANTENNA GROUND BAR, 70 ACHIEVE A TEST RESULT OF 5 OHMS OR LESS ON TOWER SITES AND 10 OHMS OR LESS ON v ` ROOFTOP SITES.WHEN ADDING ELECTRODES,CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEEN - - 4 WALL MOUNTING BRACKET,NEWTON INSTRUMENT CO. 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT '+o TO O DETAIL 3 WITHOUT _ THE ADDED ELECTRODE AND ANY OTHER IXLSTING ELECTRODES EQUAL TO THE BURIED LENGTH OF THE -TWO HOLE LUG,OR - CAT No.A-6056.OR EQUAL:: , GROUND WIRE DOWN i0 GROUND BAR. ANTENNA CABLE INSULATORS.BONDED DIRECTLY IDEALLY CONTRACTOR STRIVE TO KEEP THE SEPARATION DISTANCE EQUAL TO TWICE THE y EXOTHERMIC WELD 10 BE TO TOP OF MONOPOLE OR ROD, - 2.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS- SUPPLIED OR J' TO BTS EQUIPMENT 'TOWER. +a. BURIED LENGTH OF THE RODS. - USED WITH 82 AWG 8CW 5- 5/8-11 X I-HHCS BOLTS,NEWTON INSTRUMENT CO. RECOMMENDED BY CABLE MANUFACTURER. �.) r 8.EXOTHERMIC WELDS SHALL BE PERMITTED ON TOWERS ONLY WITH THE EXPRESS APPROVAL OF THE ,,, - TO.BUILDING SER..GROUND CAT NO.3012-1 OR.EQUAL. _ TO ANTENNA a -- INSUL GREEN ° OR GROUND RING _ 3.WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH KIT. t- --�INSULATED TO TOWER MANUFACTURER OR THE CONTRACTORS STRUCTURAL ENGINEER. 6- INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO SUPPORT PIPE LOWER CIGBE +=GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES - TOWER/MONOPINE STRUCTURE CONNECROIN TO TOWER/MONOPINE COLD SHRINK SHALL NOT BE USED. _ e' ' 7.APPROVED ANTIOXIDANT COATINGS(I.E..CONDUCTIVE GEL OR PASTE)SHALL BE.USED ON ALL SHALL ONLY USE EXOTHERMIC WELDS. STRUCTURE SHALL T PER MANUFACTURERS RECOMMENDATIONS. - { - COMPRESSION AND BOLTED GROUND CONNECTIONS. CONNECTION OF CABLE GROUND CONNECTION-OF GROUND WIRE IL COAX BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS INSTALLATION OF GROUND - GROUND BAR DEf.AIL KIT TO ANTENNA CABLE, - _ - TO GROUNDING'BBB STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR USING TWO-HOLE MECHANICAL TYPE WIRE TO GROUND BAR +' t « BRASS CONNECTORS. - - _ .., _ - 9.ALUMINUM CONDUCTOR OR CAPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING .. : DETAIL - DETAIL-' '. - DETAIL a DETAIL. 1 : 2 CONNECTIONS. - _ SCALE:N.T.S. LT)1 SCALE:N.T.S. E01 - SCALE:N.T.S. EDt SCALE:N.T.S. 10.MISCELLANEOUS ELECTRICAL AND NON-ELECITRCAL.METAL BOXES.FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING,IN ACCORDANCE WITH THE NEC.. - • - 11.METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WTM LISTED BONDING FRTNGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED x _ BUA SECTOR PLUMBING DIAGRAM GROUNDING TYPE CONDUIT CLAMPS. - T' ry ALPHA AND GAMMA SECTOR PLUMBING-DIAGRAM 12.GROUND CONDUCTORS USED IN THE FAGLTIY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL _ _ - , NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS ,, f• METALLIC CONDUITS.METAL SUPPORT CUPS OR SLEEVES THROUGH WALLS OR FLOORS.CONDITIONS, R IS - Antenna 3." _ Ant-4 .Antennas , - - - - v .. . Antenna 2 REQUIRED TO BE HOUSEDIN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CO F•METAL - r..- 'Antenna? Antenna - _:AMTS 08 _ ` - enna NON-METALLIC MATERIAL SUCH AS PVC PUSTIC CONDUIT SMALL BE USED. W:'1ERE USE O - 'LTE7008C1 P45,- UMT506 _ - LIE 700.OE./WCSlGSM B50' SO/AV'JS c .LTE 9 ? LT Ot0 BC 4 S LTE 7000E/VJCS/GSA4850 ,. LTE 85G./0.UM5 - 0,vultxrd Noee,ma 3:aadEaa' 9roa&and CONDUIT IS UNAVOIDABLE(E.G.,NON-METALLIC CONDUIT PROHIBITED 6Y LOCAL CODE)THE GROUND - t�amava ��. aoaain:a I!.°sane Es°a&ano avaawno e„e°°a,a uvaimve 4ra•�+md 2;w,aavd aso onv cuzn tr.% _ , Nlth t PC 1aaa:1!d �a,dbala ab G ( �' 3road6um F,taaVlbana 2te.cLm4 _ ( p,_]r, Rix NER CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 6maJbano 5�webano 0m=obano 9roadiww tLY y; N<x HOc �cJc �� ice. 0 aao ,Rv Ono High r;a-r. ma wEn tvw Hi$n _ tvv toa w� -'eO' fF xr s10 _ 13.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED.BACK-TO-BACK Ly Hgn H4-nay. x CONNECTIONS ON OPPOSITE SIDES OF THE GROUND ARE PERMITTED. esa ?ca" ;,i5t,�y. cT-,(;yy cTuJefy *as(•-5 ?i�(4tA �sslpe=5. ;t ru.x aesj.46 =:dam ` l 9 �5 �, .e.5f-45 s5/-•+5 x411AS :014A1 4T44R, 4Tn/4RR •°tii 5 4T.Miu 4Tr14P +LAMS +4G/AS •<5l=5 Sj s 14.THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND ws/-.s -±"sf-s, __ -eS7=5 a CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE « « s; _ - - _. « . r-.._. 4 { TO THE CONDUIT. - _ - - ' --- WEY NE% I ,.. - I 31£L #T �LT,lt��n� 57-REf 15,USE OF 98 BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45 , _� nkT � -YEY Po a7I 1 • tlFt' Bu -- _ MINIMUM BEND '�--- -4 res' BENDS CAN BE ADEQUATELY SUPPORTED.IN ALL CASES,BENDS SHALL BE MADE WITH A MIN - ,y. _. _::._:� :. :. .. r'•e: INCHES. _ .. .. (R, �.-•-q� - RADIUSOFB !." , i ° DIRECTLY CONNECTED TO THE _ - ' TRANSMISSION CABINET FRAME/PUNM SHALL BE D ! i•;..':.� - � - . .. 76.EACH INTERIOR TFANSM •.*z,+y ,. :.;nn.•�,. w ea.",. .:. .yy' ak.• : e {.i - "Y GREEN INSULATED SUPPLEMEMIiI EQUIPMENT GROUND MASTER GROUND BAR WITH B AWG STRANDED. - - NTH SHALL BE u.:�, -.-. :; �,�� � ,•. �°�_ ..,'. -_,mNw�,,. .-----.• ,."....., ._�X:. FUT�1pE. WIRE UNLESS NOTED OTHERWISE IN THE DETAILS.EACH OUTDOOR CABINET FRAMES PU .w ` .. w.sm '{, _ SOLID TIN-PLATED COPPER WIRE ., .:. 0"1 •FII'T,UR,E _ .. _m, s'• a :K + .: � r=•p• .3.• - DIRECTLY CONNECTED TO THE BURIED GROUND RING WITH 2 AWG �;.. ._ I i _ e. s UNLESS NOTED OTHERWISE IN THE DETAILS. � � i� I' - 4 ; . CONNECTIONS BELOW GRADE. - E USED FOR FOR ALL GROUNDING CO 17.EXOTHERMIC WELDS SHALL B ., ''"`• m` �.^., W EXOTHERMIC WELDS WHERE.PRACTICAL OR • - - _ Y F ..'CONNECTIONS LE TO ABOVE GRADE UNITS SHALL BE MADE WITH - .M r WITH 2 HOLE MECHANICAL.TYPE BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE INCLUDING SET •^_�;'<, •. .. :r. SCREWS. wautt t _ 18.ALL EXTERIOR GROUND CONNECTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING, SHALL BE 2 AWG SOLID RN-PLATED COPPER UNLESS OTHERWISE INDICATED. -- 19.ALL WIRE TO WIRE GROUND CONNECTIONS TO THE ANTENNA GROUND RING SHALL BE FORMED USING 'HIGH PRESSURE PRESSURE CRIMPS OR SPLIT BOLT CONNECTORS WHERE INDICATED IN THE DETAILS. rou ►� - a.+cu/au �"' 20.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERW.. 21.ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE WSARD COPPER COMPRESSION CAP CONNECTORS MAY BE USED FOR WIRE TO WIRE CONNECTORS.2 HOLE MECHANICAL TYPE BRASS -•� . . '•e. uv4.- CONNECTORS WITH STAINLESS STEEL HARDWARE,INCLUDING SET SCREWS SHAD-BE USED FOR CONNECTION TO ALL ROOFTOP TRANSMISSION EQUIPMENT AND STRUCTURAL STEEL I 22.BOND ALL METALLIC OBJECTS WITHIN 6 FT.OF THE BURIED GROUND RING WITH 2 AWG SOLD _ TIN-PLATED COPPER GROUND CONDUCTOR.DURING EXCAVATION FOR NEW GROUND CONDUCTORS.IF EXISTING GROUND CONDUCTORS ARE RECOUNTERED,BOND EXISTING GROUND CONDUCTORS TO NEW I _ _ CONDUCTORS. - •-- l .. . :. .. i ,F:; ..�Iw.. - } .,.`,--•-I ._....1, 1 4 . ,. xwa,v »,.,,w... k I���.x' e �.R_ DC Want X - - ! >e�� - > - :� { s..n....,.a...�. �PS•'�.T l»-•- 1 - am - '.M,. CtAiN: + .. I1Kn3I None VI.13.t"Moee IL ' . ,. GSM b50 --_.. !4 ,. .. -_ • _ .. , OF 7 10/21/15 ISSUED FOR CONSTRUCTION - CAW CJs VAVI AT&T MOBILITY ` 6 10/09/15 ISSUED FOR CONSTRUCTION CAW J. Pa=l cE+arPELL OCEAN STREET-HYANNIS AT&T MOBILITY s o9/oa/,s IssuED EroR croNsrnucnoN aw R.K. EXECUTIVE CENTRE 550 COCHITUATE ROAD 4 1s ISSUED FOR CONSTRUCTION CAW GROUNDING DETAILS ENGINEERING 201 BOSTON POST ROAD WEST ��. SUITES 13 & 14SUITE 101 SITE#1145 3 02/o8//s ISSUED FOR CONSTRUCTION CAW J06 ASSOCIATES,LLC MARLBOROUGH,MA 01752 . FRAMINGHAM, MA 01701 JOB NO. OWO.NO.REV � (Soe)481-7400 49 OCEAN STREET No. Tu1E REVISIONS 8i' ,....n Grp t St uciuTar CON SL.ti'y'Fty' www.cNappellenginwing.com I(YANNIS, MA 02601 DRAWN:DK 1 Ctfj l��a 1.034 1145 E01 •AS SHOWN .CJS I ASH OF*..: r g JESSE M. 9 MOAENO INSTALLATION NOTES: CIVIL NO MOUNT DEVIATIONS WITHOUT PRIOR AUTHORIZATION FROM. ENGINEER 1. INSTALL ALL EQUIPMENT, MOUNTING BRACKETS, AND HARDWARE IN ! A 47315 •• ACCORDANCE WITH MANUFACTURER'S G/ RECOMMENDATIONS 2 GROUND DISTRIBUTION BOXES, MOUNTING mAkI PIPES, AND. RRHs IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL EQUIPMENT AND MOUNTING BRACKETS TO PRESERVE:CLIMBING ACCESS ON TOWER: .. 4 EQUIPMENT TO BE INSTALLED AT VERIZON .. RAD. CENTER IN .ACCORDANCE WITH GLOBAL (P). HEAVY DUTY CROSSOVER-PLATE (VALMONT P/N SCX2-K OR EQUAL) TO TOWER STRUCTURAL ANALYSIS (BY OTHERS) REPLACE (E) LEGACY CONNECTIONS JOINING V . (P) PIPE MOUNT AND (E) ANTENNA .. t FRAME WITH 1/2"0 U-BOLTS . (E) ANTENNA FRAME ARM (E) & (P) PANEL ANTENNA, . (P) PIPE TO PIPE CLAMP SETS VALMONT (P/N DCP18K), TYP. OF 4 PER SECTOR TYP.. OF 2 PER SECTOR T&B a. (12 TOTAL) (6 TOTAL). ,6.; M. (P) 2-7 -0 (O.D.) PIPE MOUNT (P) CROSSOVER (E).4 i/2 O.D. PIPE ' CONNECTED_ TO LEG CLAMP KIT (VALMONT P/N SSCK OR EQUAL) a (E) FRAME U—'BOLT,•TYP. „ SECTOR FRAME M STIFF ARM P) 2" SC SITE PR01 • ( H 40 (2e O.D.) _ . KICKER. LENGTH AS NEEDED. . (P_/N STK-U). (P) CROSSOVER CLAMP KIT (VALMONT P/N SSCK OR EQUAL) PIPE MOUNT ELEVATION . 1 � . STIFF ARM DETAIL 2 • SCALE: NONE SCALE: NONE S-1 REVISIONS. DESIGNED BY: JMM/TEJ JOB #: 14-041�� �erra HYANNIS MA ' • 0 201.5 PCS LTE ADDITIONS 1 DRAWN BY: TBD REV. #�: 0 ved nwireiess 2015 PCS DESIGN GROUP, LLC DATE: 12/01/1N 4 Boy Road WESTBORO RUCH,PMAKo1581 49 OCEAN STREET Building A, Suite 200 1 Hadley, MA 01035 (413)320-4918 HYANNIS, MA 02601 SCALE: 2 OF a x e, J. v 41 ASH OF VE0R (P) (6) VERIZON CROSS. BAND �Fls��\'i . COUPLERS AT EQUIPMENT A r g� JESSE M y� 'MORENO ,. REPLACE (E) VERIZON.PANEL 1 #, o :.CIVIL � (E) VERIZON CABLE TRAY W 18' ANTENNA. TYP: OF 2 -PER . : 47st5 /( ) _ ,o SECTOR '(6 OF,12 TOTAL) • .. 1�" COAXIAL CABLE. & (P) (6). RET HOME RUNS . r A F \ REPLACE E VERIZON. TMA`,' %ly: • . O O (E) HVAC Q O �Z 1. O z v "TYP: OF 1 PER: SECTOR J: a . UNIT, TYP. O Wz (3 OF 3 TOTAL) . O W' 0 F— • 0 V w Z z 0 (E), DISH, TYP OF.3 O W = O r - • (E) ROOF -� � z 00.. O: (E CHIMNEY a GENERAL NOTES d a z (E) VERIZON.CABLE TRAY W/(18) .. 1. . VERIFY COAX.CONFIGURATION, ANTENNA. SECTOR A i. 1 "' COAXIAL CABLE & (P)_(6) ` :(E.) 1'0' TALL 27°' .. W. . RE'T HOME RUNSCONFIGURATION , AND ANTENNA HEIGHT WITH ` a STOCKADE `. w n LATEST RF 'DATA SHEET PRIOR TO. _ cn INSTALLATION FENCE . (E) PENTHOUSE x. 2. THE CONTRACTOR SHALL SCHEDULE: AND 4. . a 1,77 a. w SEQUENCE ALL'REQUIRED WORK WITH THE 2: OWNER'S:REPRESENTATIVE AND CONSTRUCTION +� n MANAGER. , P SECTOR ST1EF ARM ti wo F (P) 9 MATCH EAXISTIDNG PRE-CONS RU,C,TION. TYP. OF 1 PER SECTOR �� i/ �/ a CONDITIONS TO THE SATISFACTION OF THE \ 3' TO /. N 0 R. (3 TOTAL) . t^� �.. o. ii ii ' 4. THE CONTRACTOR SHALL SUPERVISE.CONSTRUCTION MANAGER o Oo o " a DIRECT THE :PROJECT DESCRIBED HEREIN. THE' 3 (E).VERIZON. _ 4 f- SECTOR. G ;. . CONTRACTOR SHALL BE RESPONSIBLE 'FOR. ALL 267 GENSET o/ 1 SHELTER - �i CONSTRUCTION MEANS, METHODS, TECHNIQUES, .. SEQUENCES.:AND PROCEDURES FOR THE WORK. -H �I 6' TALL,CHAIN. S-1 l 1. M 5. ANTENNAS & EQUIPMENT TO BE INSTALLED PER LINK FENCE REPLACE E VERIZON PANEL ��. MANUFACTURER'S RECOMMENDATIONS & GLOBAL • E VERIZON STIFFARM ANTENNA, TYP. OF 2,PER STRUCTURAL ANALYSIS OF TOWER (BY OTHERS) (') SECTOR (6 OF 12 TOTAL) 6. REPLACE AND/OR .REUSE (E) MOUNTING ' TYP. OF 1 PER SECTOR. 3 TOTAL _(E). •10'' TALL ( ) (E) 6' TALL' . , (E) VERIZON GIP STOCKADE FENCE' CHAIN LINK' E. VERIZON. REPLACEHARDWA AS I NECESSARNSPECT Y DO T HEESATISFACTION t . . . . ;- .' - � - .' •.' ' ., ^ENGINEER.'F, THE ONS SECTOR B AWS/., BUILDING.. N, MANAGER AND SHELTER BE 700 ' .850 PCS PCS-LTE EQUIPMENT,LOCATIONS AND. CONDITIONSSTO BE .. 147. ., F. � FEN VERIZON . . HIND' - tl 7 FIELD VERIFIED 'PRIOR TO COMMENCEMENT OF \ " CONSTRUCTION'. ENGINEER SHALL BE NOTIFIED E METER. i. ( ). G ENS CENTER ET SHELTER N . ._ , OF ANY . BE RESPONSIBLE FORETH�RSAMETRACTORSHALL 8.; NORTH SROWNIS APPROXIMATE..-NOT-ALL' E) COMPOUND PLAN SOUTHEAST ELEVATION. OR (P) IMPROVEMENTS ARE-SHOW FOR , ) - _ - - . CLARITY. " SCALE: 1"-30' (11 x17) A 1• °.., ; : ,- „ '. SCALE: t"-25' (11 z17) .: A-1. ANTENNAS SHOWN FROM BACKSIDE OF sEcroR 9:: MATCH EXISTING ANTENNA TIP ELEVATIONS`AS'• BASED UPON RFDS DATED OCTOBER 24, 2014 ZONING. OR FAA APPROVALS DICTATE,. 3,0 15 0 30 . 25 12.5 0 25 e ., ,(P) ANTENNA TRACTED TO 10. PROTERRA HAS NOT BEEN. CON. PERFORM A STRUCTURAL ANALYSIS: AND/OR AN CONFIGURATION .3 HE STRUCTURE. AND ` THEREFORE-ASSUMES N0 RESPONSIBILITY:FOR SCALE: NONE A-1 THE STRUCTURAL CAPACITY OR MODIFICATIONS REQUIRED AS A RESULT THEREIN, ., t REVISIONS DESIGNED BY: JMM/TEJ JOB #_. ..�1I4-041 HYANNIS MA Pr*Terra - : 0 2015 PCS LTE. ADDITIONS DRAWN BY: TBD•' REV. # - . 0 2015 PCS DESIGN GROUP, LLC v@r1 nwireless r 400 FRIBERG.PARKWAY DATE: 1 2/01/1.4`' 4 Bay Road WESTBOROUGH, 'MA 01581, 49 OCEAN STREET Building A, Suite 200 Hadley, MA P1035 (413)320-4918 HYANNIS, MA 02601 SCALE: OF M,gss9 g JESSE M: MI RE INSTALLATION.NOTES: C(VIL NO MOUNT DEVIATIONS WITHOUT PRIOR 1. INSTALL ALL EQUIPMENT, MOUNTING AUTHORIZATION FROM ENGINEER BRACKETS, AND HARDWARE IN A .473i5' ' U ACCORDANCE WITH MANUFACTURER'S G! RECOMMENDATIONS. r F 1 2. GROUND DISTRIBUTION BOXES, MOUNTING JAI PIPES,PIPES, AND RRHS IN 'ACCORDANCE WITH �?' MANUFACTURER'S RECOMMENDATIONS. 3. INSTALL EQUIPMENT AND MOUNTING PRESERVE CLIMBING A SS� BRACKETS TO ESECCE • ON TOWER. .. 4. EQUIPMENT TO BE INSTALLED AT VERIZON (P) HEAVY DUTY CROSSOVER'PLATE : RAD. CENTER IN ACCORDANCE WITH GLOBAL (VALMONT P/N SCX2—K OR EQUAL) TO TOWER STRUCTURAL ANALYSIS (BY OTHERS) . REPLACE (E) LEGACY CONNECTIONS JOINING (P) PIPE MOUNT AND (E) ANTENNA FRAME WITH 1/2" U—BOLTS (E) ANTENNA FRAME ARM - (P) PIPE TO PIPE CLAMP (E) & (P) PANEL.ANTENNA, SETS VALMONT (P/N DCP18K), TYP. OF 4 PER SECTOR TYP. OF 2 PER SECTOR T&B .(12 TOTAL) (6 TOTAL) ,6„ (P) 2-7/8"0 (O.D.) MqX (�1F� PIPE MOUNT (P) CROSSOVER .(.E) 4-1/2" O.D. PIPE CONNECTED TO, LEG CLAMP KIT (VALMONT P/N SSCK OR EQUAL) o . e _(E) FRAME U—BOLT, TYP. d SECTOR FRAME — > — STIFF ARM (P) 2" SCH 40 (2 ' O.D.) SITE PR01 KICKER, LENGTH AS NEEDED (P/N STK-U) (P) CROSSOVER.CLAMP KIT . - ' �. — (VALMONT P/N SSCK OR EQUAL) A PIPE MOUNT ELEVATIONVATI N ST IFF A_ RM DETAIL , SCALE: NONE SCALE: N S_1' Y, _ ONE S HYANNIS MA " REVISIONS f DESIGNED BY: JMM/TEJ JOB #: 14-041 Pr*Terra 2015 PCS 0 2015 PCS LTE ADDITIONS DRAWN BY: TBD REV. # . 0 V@r1 r�wir�ews DESIGN GROUP, LLC � .. 400 FRIBERG PARKWAY 12/01/14 y Rood WESTBOROUGH, MA 01581: • 49 OCEAN STREET DATE Building A, Suite 200 Hadley, MA 01035 (413)320-4918 HYANNIS, MA 02601 SCALE: 2 OF 4 Ba 2. • r W -1 m Wto Q N cr- m z o U- Q Lj O Z Q 1.l0 � co O oN ZH OFSs (P) (6) VERIZON CROSS BAND JESSE M: COUPLERS AT EQUIPMENT g� MORENO REPLACE (E) VERIZON PANEL 1. :CIVIL ti (E) VERIZON CABLE TRAY W/(18) ANTENNA, TYP. OF 2 PER .47315SECTOR (6 OF 12 TOTAL) S=1 11" COAXIAL CABLE & (P) (6) RET HOME RUNS n ti rn REPLACE (E) VERIZON TMA, •{. t� O (E) HVAC TYP. OF 1 PER SECTOR �Z ` ° UNIT, TYP z z a _ O z (3-0F 3 TOTAL) O° cWi w . z z o O z o w (E) DISH, TYP. OF 3 (E) ROOF o' a o° o GENERAL NOTES a ° (E) CHIMNEY a f • / a ? zp (E) VERIZON CABLE TRAY.W/(18) SECTOR"A. N N 1�" COAXIAL CABLE & (P) (6) 1. VERIFY COAX CONFIGURATION, ANTENNA- (E) 10' TALL 27° rn I CONFIGURATION; AND ANTENNA HEIGHT WITH w U- RET HOME RUNS STOCKADE = w LATEST RF DATA SHEET PRIOR TO cn .. INSTALLATION. " FENCE " (E) PENTHOUSE. _ Ca. L 2. THE CONTRACTOR SHALL SCHEDULE AND .. p a 0 SEQUENCE ALL-REQUIRED WORK. WITH :THE v � OWNER'S REPRESENTATIVE AND CONSTRUCTION 2 +� W MANAGER. * N .. O S-1 o o . ANY DAMAGE DURING CONSTRUCTION TO (P) SECTOR STIFF ARM, ?�y o z MATCH EXISTING ,PRE-CONSTRUCTION REPAIR TYP. OF 1 PER SECTOR �� ii !� !� o w a_ CONDITIONS TO THE SATISFACTION OF THE04 (3 TOTAL) �?�'�A Q p % �/' >. CONSTRUCTION .MANAGER _ 4. THE CONTRACTOR SHALL SUPERVISE AND O (E).VERIZON a a DIRECT THE PROJECT DESCRIBED HEREIN. THE f— SECTOR G CONTRACTOR SHALL BE RESPONSIBLE FOR .ALL 267° GENSET ,/. 1 SHELTER. �i �! CONSTRUCTION MEANS, METHODS, TECHNIQUES -H SEQUENCES AND PROCEDURES FOR TH 'WORK'. +� . Q S (E) 6' TALL CHAIN S-1 M "t 5. ANTENNAS & EQUIPMENT TO BE IN PER LINK FENCE o REPLACE (E) VERIZON PANEL .. I � MANUFACTURER'S RECOMMENDATIONS & GLOBAL (E) VERIZON STIFFARM, ANTENNA, TYP. OF 2 PER STRUCTURAL ANALYSIS OF TOWER (BY OTHERS) \/ SECTOR 6 OF 12 TOTAL 6. REPLACE AND/OR REUSE E MOUNTING TYP. OF 1 PER SECTOR - ( ) ( ) 3 TOTAL (E) 10' TALL E 6' TALL HARDWARE,. INSPECT FOR DAMAGE, AND '- (E)) ( ) (E) VERIZON GPS STOCKADE FENCE " CHAIN LINK (E) VERIZON REPLACE AS NECESSARY TO THE SATISFACTION FENCE SHELTER BEHIND OF THE CONSTRUCTION MANAGER AND, SECTOR B. AWS/ BUILDING 700 850 PCS' P.CS-LTEJ . EQUIPMENT.LOCATIONS AND.- CONDITIONS T0: BE 1.47° (E) VER4ZON GENSET SHELTER FIEL D:TRUCTIONN. "ENO CON G IN R SOHA-TOILLNBE MNOTIFIOED (E) METER CENTER BE OF ANY DISCREPANCIES OR CONTRACTOR SHALL ;• RESPONSIBLE FOR THE SAME. N COMPOUND PLAN l S 2 8. NORTH SHOWN: 'IS APPROXIMATE.. NOT ALL (E) SOUTHEAST ELEVATIO N • SCALE: 1"=30' (11 x17) A-1 " SCALE:, 1"=25' (11 x17) A 1 •' OR (P) IMPROVEMENTS ARE SHOWN, FOR ANTENNAS SHOWN FROM BACKSIDE OF SECTOR CLARITY. BASED UPON RFDS DATED OCTOBER 24, 2014 9: MATCH EXISTING ANTENNA TIP ELEVATIONS AS 30 15 U 3O 25 12.5 0 25 ZONING OR FAA APPROVALSDICTATE. . /� (P) ANTENNA 10. PROTERRA HAS NOT BEEN CONTRACTED TO STRUCTURAL ANALYSIS'- PERFORM A S SI ND/OR AN CONFIGURATION 3 ASSESSMENT OF THE STRUCTURE AND .' THEREFORE ASSUMES NO RESPONSIBILITY FOR SCALE: NONE A-1 THE STRUCTURAL CAPACITY OR MODIFICATIONS 1 REQUIRED AS A RESULT THEREIN: HYANNIS MA REVISIONS " DESIGNED BY: JMM%TEJ JOB #. 1.4-041 Pr@Terra 0 2015 PCS LTE ADDITIONS DRAWN BY: TBD REV. #: 0 veri onwineless 2015 PCS DESIGN GROUP, LLC L 400 FRIBERG PARKWAY DATE: 12/01/14 4;Bay Road wesTBORoucH, MA 01581_ 49 OCEAN STREET Building A, Suite 200 Hodley, MA 01035 (413)320-4918 HYANNIS, MA.02601 SCALE: 1 OF '2 . SN OF 414ssq oy - � JE55E M. MORENO , NO MOUNT DEVIATIONS,WITHOUT PRIOR CIVIL .INSTALLATION NOTES: AUTHORIZATION FROM ENGINEER. . ' 1. INSTALL ALL EQUIPMENT,. MOUNTING .47315 BRACKETS, AND HARDWARE IN .o y i ACCORDANCE WITH MANUFACTURER'S G/ : 2 � , ECOMMENDATIONS ROUND DISTRIBUTION .BOXES, MOUNTING- PIPES, „AND-RRHs IN ACCORDANCE .WITH MANUFACTURER'S RECOMMENDATIONS. 3: : INSTALL EQUIPMENT AND MOUNTING - BRACKETS TO PRESERVE CLIMBING ACCESS ` ON :TOWER.: (P) HEAVY DUTY CROSSOVER PLATE 4. EQUIPMENT TO BE INSTALLED AT VERIZON VALMONT P SCX2-K ORE UAL TO .. EQUAL) RAD. CENTER, IN ACCORDANCE WITH GLOBAL TOWER 6 STRUCTURAL "ANALYSIS (BY OTHERS) ( REPLACE (E) LEGACY CONNECTIONS JOINING (P) PIPE MOUNT AND (E) ANTENNA FRAME WITH 1/2"0 U-BOLTS �. (E) ANTENNA FRAME ARM - (P) PIPE TO PIPE CLAMP I (E) & (R) PANEL ANTENNA,. CP18K), TYP. OF 4 PER SECTOR TYP OF`2 PER (SECTOR T&B .(12 TOTAL) (6 TOTAL): p « 6" Mqk . (P).2-7/8 0 (O.D.), PIPE MOUNT NIF) r , (P) CROSSOVER (E) 4-1/2" O.D. PIPE CLAMP KIT (VALMONT P/N CONNECTED TO LEG SSCK OR EQUAL) . 00 1. _(E) FRAME U—BOLT; .TYP. . SECTOR FRAME STIFF ARM P) 2" SC SITE PR01 ( H 40 (2jr O.D.) IC KER; LENGTH AS NEEDED (P/N .STK-U) _ (P) CROSSOVER .CLAMP KIT _ (VALMONT P/N SSCK OR EQUAL). PIPE MOUNT ELEVATION .. STIFF ARM DETAIL �' 2 SCALE: NONE r. • S-1 • SCALE: NONE. i HYANNIS MA REVISIONS DESIGNED BY: JMM/TEJ JOB #: 14-041 Pr@Terra 0 2015 PCS LTE ADDITIONS DRAWN BY: TBD REV #: 0 DESIGN GROUP, LLC very nWineless 2015 PCS DATE: 12/01/14 4 Bay Road 400 FRIBERG. PARKWAY — WESTBOROUGH, MA 01581 49 OCEAN STREET Building A, Suite 200 Hadley,.MA o1035 (413)320-4918 HYANNIS, MA 02601 SCALE: 2 .OF 2. 'i W rh Q C] N c Z co LL W O i J.• Z m O H i oN �VZH OF ass (P) (6) VERIZON CROSS BAND COUPLERS AT EQUIPMENT g JessE M: MORENb REPLACE (E) VERIZON. PANEL 1. o .CNIL - (E) VERIZON CABLE TRAY W/(18) ANTENNA, TYP. OF 2 PER .47315 1 j" COAXIAL CABLE & (P) (6) SECTOR (6 OF 12 TOTAL): RET HOME RUNS O (E) HVAC rn REPLACE (E) VERIZONTMA, . f UNIT, TYP: Z O TYP: OF 1 R: SECTOR O . Uj : .w . z (3 F 3 TOTAL) O0 z OO� . i o J (E) DI � {E) .ROOF . .. .. � �- _ a SH, TYP OF 3 p' fZ o° j cE> CHIMNEY . ENERAL NOTES Q o (E) VERIZON CABLE TRAY,W (18) SECTORA �- V, N 1 j" COAXIAL CABLE '& (P) (6) 1. VERIFY COAX CONFIGURATION, ANTENNA cn ' CONFIGURATION; AND ANTENNA HEIGHT WITH (E) 10' TALL 27 w � RET HOME RUNS - STOCKADE = w _ LATEST RF DATA SHEET PRIOR TO FENCE .. - (E.) PENTHOUSE = N a INSTALLATION.. 2. THE CONTRACTOR SHALL SCHEDULE AND aJv SEQUENCE ALL REQUIRED WORK WITH THE 2 v w j OWNER'S REPRESENTATIVE AND CONSTRUCTION +I N v. p MANAGER. (s- 3. REPAIR ANY DAMAGE DURING CONSTRUCTION TO (P) SECTOR STIFF ARM, y o z MATCH EXISTING PRE-CONSTRUCTION TYP. OF 1 PER SECTOR �� H - /j ij p w � N ii i, a a CONDITIONS TO THE SATISFACTION OF THE (3 TOTAL) p o - CONSTRUCTION MANAGER 4. THE CONTRACTOR SHALL SUPERVISE AND O 14 (E) �/ 0- 0 DIRECT THE PROJECT DESCRIBED HEREIN. THE VERIZON f= SECTOR G GENSET 0 267° ,/. '1 SHELTER • !i ii CONSCONTRRUC IONACTOR S MEANHALL S, METHODS, TECHNIQUES, ECHNLE OIQUESL S_1 .SEQUENCES AND PROCEDURES FOR THE WORK (E) 6' TALL CHAIN ° 5. ANTENNAS & EQUIPMENT TO BE:INSTALLED PER LINK_ FENCE.. J REPLACE (E) VERIZON PANEL F MANUFACTURER'S RECOMMENDATIONS & GLOBAL (E) VERIZON.STIFFARM; o . . ANTENNA, TYP. OF 2 PER T STRUCTURAL ANALYSIS S 0 TOWER (BY 0 TYP. OF 1 PER SECTOR SECTOR (6 OF 12 TOTAL) 6. REPLACERAND/OR�REUSEF(E) MOUNTING OTHERS) (3 TOTAL) - (E) 10'. TALL (E) 6' TALL HARDWARE, INSPECT FOR DAMAGE, AND (E) VERIZON GPS STOCKADE FENCE CHAIN LINK (E) VERIZON REPLACE AS NECESSARY TO THE SATISFACTION » OF THE C AN SECTOR B AWS/ ' 'ENGINEER.ON FENCE SHELTER BEHIND CONSTRUCTION MANAGER b 147° 700 850 PCS PCS-LTE {E) VERIZON 7. EQUIPMENT'LOCATIONS AND CONDITIONS TO BE BUIL DING. GENSET SHEETE R FIELD VERIFIED PRIOR TO COMMENCEMENT OF (E) METER CONSTRUCTION. ENGINEER SHALL BE NOTIFIED CENTER OF ANY DISCREPANCIES OR CONTRACTOR SHALL N BE RESPONSIBLE FOR THE" SAME. COMPOUND PLAN 2 8. NORTH SHOWN IS APPROXIMATE.. NOT ALL (E). • SOUTHEAST ELEVATION OR (P) IMPROVEMENTS ARE SHOWN FOR SCALE: 1"=30' (11 x17) A-1 - SCALE:. 1"=25 (11 z17)' A-1 CLARITY. ANTENNAS SHOWN FROM BACKSIDE OF SECTOR9. MATCH EXISTING .ANTENNA TIP. ELEVATIONS AS BASED UPON RFDS DATED OCTOBER 24, 2014 , 30 15 0 30 �5 ZONING OR FAA• APPROVALS DICTATE, (P)'ANTENNA 12.5 0 25 0. S NOT BEEN CONTRACTED TO ' /'1 /'1 ��1 ROTERRA HAS PERFORM A. STRUCTURAL ANALYSIS. AND/OR AN CONFIGURATION ION 3. ASSESSMENT L OF THE STRUCTURE AND . A-1 ,THEREFORE ASSUMES NO RESPONSIBILITY FOR SCALE: NONE THE STRUCTURAL CAPACITY OR MODIFICATIONS REQUIRED AS A RESULT THEREIN. uVAw'NIS AAA REVISIONS DESIGNED BY: JMM/TEJ JOB #: 14-041 P.r*Terra - I1 i/i1�1����I1 vv77 'Y1/y •201.5 PCS LTE ADDITIONS DRAWN BY. TBD REV. #: 0 verl onw►rre►ess 2015 PCS DESIGN GROUP, LLC 4 4 Bay Road 400 FRIBERG PARKWAY / / WESTBOROUGH, MA 01581 49 OCEAN STREET Building A, Suite 200 DATE: 12 01 14 �- Hadley, MA 01035 (413)320-4918 HYANNIS, MA 02601 SCALE: 1 OF 2 My u TeleCorp 1010 N. GLEBE RD. SUITE 800 ARLINGTON, VA 22201 Phone: #(703) 236-1100 Fax: #(703) 236-1101 WFI eC Te MFIVJM"b FACO.ITIEB.INC. SUNCOM NORTHEAST REGIONAL OFFICE 10 TARA BLVD,I o r SUITE 500 NASHUA, NH 03062 Phone: #(603) 897-2300 Fax: #(603)897-2301 ACE f I N ATLANTIC WIRELESS ATLANTIC EMMONNEJITAL TECNNOLOOIE8.INC. P.O.BoM 1031,Sandwich.MA 02583 PHDNE: (508)888—9282 FAX: (508)888—5859 BELL ATLANTIC OCEAN STREET A&E SEAL HYNO17A APPROVALS LUCENT TELECORP LANDLORD _ LEASING R.F. sHr ZONING DESCRIPTION REV. NO. CONSTRUCTION T-1 TITLE SHEET 5 PRO,LCT N0: 5544.57 SITE NAME: C-1 SURVEY PLAN 2 BELL AM-AMC OCEAN STREET � � A-1 SITE DETAILS 3 DRAWN BY: M.A. SITE NUMBER: A-2 FENCING DETAILS 2 HYNO17A S-1 TITLE SHEET 2 CHECKED BY: M.C.B. SITE ADDRESS:�nssACHusEr \\J' OCEAN Is. M rs E-1 SURVEY PLAN 2 SUBMITTALS HYANNE-2 SITE DETAILS 2 OWNER: 28 5 7/20/99 REVISED TO ADD SHT.A2 ,zs HIGH STREET 132 DRAWING INDEX 4 5 99 ISSUED FOR CONST. BOSTON, MA 02110 3 5/6/99 ISSUED FOR CONST.RVW 2 4/29/99. ISSUED FOR ZONING APPLICANT: 1 4/26/99 ISSUED FOR RENEW TELECORP 1010 NORTH GLEBE ROAD SUITE Boo ARLINGTON,VA 22201 ,r ENGINEER Phone: #(703) 236-1100 THE IN OROF TIN CONTAINED IN Fax. S (703) 236-1101 - -- THIS SET OF DOCUMENTS IS ATLANTIC WIRELESS PROPRIETARY BY NATURE. ANY USGS QUAD SHEET LOWS P.O.WIC 1 MA 051 USE OR DISCLOSURE OTHER THAN N/A - ► `• - PHONDE f.(508)888-9282 THAT WHICH RELATES D. TELECORP FAX f (508) 888-5858 S STRICTLY PROHIBITED. HORIZONTAL DATUM OCEAMN SL CONTACT: MARK C. BURGESS NORTH AMERICAN DATUM OF 1983 (NAD83) AST ROTARY SURVEYOR VERTICAL DATUM NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NGVD) ATlA BELL ATLANTIC A.D.A. COMPLIANCE: P.O. BOX 1 E1IGINEERS. LLC P.O. BOX 051 SANDWICH. MA 02563 OCEAN STREET FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. PHONE 08 BssFAX (8) 8e H YN 017 A CONTACT: MARK C. BURGESS 49 OCEAN STREET PROJECT INFORMATION I LOCUS MAP PROJECT TEAM HYANNIS, MASSACHUSETTS DIRECTIONS TO SITE: SHEET THU FROM ROUTE 6 TAKE EXIT 6 ONTO 132 TO HYANNIS. LAND LORD SIGNATURE AFTER ABOUT 3 MILES YOU WILL GET TO THE AIRPORT ROTARY TAKE THE SECOND RIGHT TO BARNSTABLE ROAD. TITLE SHEET BARNSTABLE ROAD WILL CHANGE TO OCEAN STREET AT THE MAIN STREET CROSSING. AFTER YOU CROSS MAIN STREET TRAVEL ON OCEAN STREET FOR ABOUT 175 YARDS AND YOU WILL SEE THE SITE ON YOUR RIGHT HAND SIDE. SHEET NMER SIGNATURE SIGNED: T- 1 FILE: 5544.57T1 - I v TeleCorp LEGEND 1010 N. GLEBE RD. V15 SUITE 800 EXISTING UTILITY POLE ARLINGTON, VA 22201 -,^r- EXISTING CHAIN UNK FENCE 327 Phone: #(703) 236-1100 ❑ ❑---❑- EXISTING STOCKADE FENCE 102 Fax: #(703) 236-1101 N/F ASSESSOR'S MAP (MAP/PARCEL) OTTAWAY NEWSPAPERS INC.AIN ST WPI HYANNIS19 MMA 02601 WIRIdE✓ 8 PACILMEB,INC. MANHOLE 327 DEED 5766 P.G. 098 SUNCOM NORTHEAST REGIONAL OFFICE 10 TARA BLVD, SUITE 500 _30-- EXISTING CONTOURS OCEAN STREET N NASHUA, NH 03062 FOR REGISTRY USE ONLY BARNSTABLE, OT WN OF(MUN) Phone: #(603) 897-2300 A.G.L. ABOVE GROUND LEVEL #367 MAIN ST 327 Fax: #(603)897-2301 EXISTING HYANNIS, MA 02601-3936 327 101 VICINITY MAP N.T.S. A.M.S.L. ABOVE MEAN SEA LEVEL pREFORMAING C1740 109A FWN °VGAS VALVE STAGE #30 OCEAN STN/F ATLANTIC WIRELESS �S BARNSTABLE, TOWN OF MUN ce CONCRETE BOUND :'q'r S `- / #367 MAIN ST ( ) ATLANTIC ENVIRONMENTAL (�'� ❑ _ HYANNIS, MA 02601-3 936 TECFNOLCQI�.INC. U MONITORING WELL 327 N/F DEED 1385 P.G. 439 ® CUDDER, RI CHARD M P.O.Box 1031,Sandwich.MA 02583 32 (-Y-f-YWY, EXISTING TREE LINE #36 OCEAN ST N/F YANNIS MA 02601 327 PHONE: (508)888-9282 -U/G- PROPOSED POWER AND TELEPHONE NOYES. TERM L. D 7077 P.G. 120 OCEAN STREET 263 PAX: (508)888-5859 AIRPORT ROTARY #33 OCEAN ST / N/F HYANNIS, MA 02601- NEW ENGLAND TEL&TEL CO. - DEED 855 PROPERTY TAX DEPT. 31SL.FL - ASESEN. 28 ® 09 EAS W AVE YORK, NY 10036C DEED 1831 P.G. 23 BARNSTABLE RD or�AN ZONING INFORMATIONL LOCUS OCUS 326 DISTRICT: B - 21 SITE SPECIFICATIONS AND NOTES: ° E STING327 MIN. DEPTH: (REQUIRED) (PROVIDED) BARNSTABLE TOWN OF i P TY 264 -FRONT YARD 20' 201' #367 MAIN ST 326 APPROVALS 1. FIELD SURVEY DATE: APRIL 19. 1999 -SIDE YARD N/A N/A HYANNIS, MA 02601-39 36 i'I; ° 25 LUCENT 2. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL -REAR YARD N/A N/A DEED 865 P.G. 438 //' �` #50 OC DATUM OF 1929 MAX. BUILDING HEIGHT: N/A I 49 OCEAN STREET TY Q 3. HORIZONTAL DATUM: NORTH AMERICAN N MIHOS, CHRISTY& JAMES TRS LAND TELECORP DATUM OF 1983 32 NEW ENGLAND TELEPHONE&TELEGRAPH /S CHRISTYS MKT, INC. ATT. CARD 4. CENTER OF TOWER: LATITUDE: N 8 39'06.4„ TRUE NORTH /SOUTH z, PROPERTY TAX DEPT- 31st FLOOR #22 CHRISTY DR O LANDLORD SEE ZONING REGULATIONS FOR VARIATIONS ON SPECIFIC USE. WC STAKES SET BA OLIN '� 1095 AVENUE OF AMERICA BROCKTON, P.G. 40 LONGITUDE: W 70'1.6'55.5" m NEW YORK, NEW YORK 10036-67691 DEED 8526 P. . 24 LEASING ELEVATION: 32' (NGVD) N �1 DEED 900 P.G. 343 �: 5. OWNER: BELL ATLANTIC FAA CERTIFICATION `3,; DBA BELL ATLANTIC ��.`; R.F. 125 HIGH STREET a: 36,920f SOU 32 BOSTON. MA 02110 I HEREBY CERTIFY THAT THE LATITUDE, LONGITUDE AND PROPOSED TELECORP �, PROPOSED 25 WIDE ZONING 6. SITE CONTACT: MARGARET GLEAVY EQUIPMENT INSIDE .Ud'�Ol;�'� 2 �, UTILITY ACCESS (617) 743-7891 ELEVATIONS PRESENTED HEREON MEET THE REQUIREMENTS EXISTING TOWER AREA �� _ O 7. SITE NAME: BELL ATLANTIC OCEAN STREET OF THE FAA 2C STANDARDS WITH THE FOLLOWING `^• W. 3 6 O CONSTRUCTION 8. SITE NUMBER: HYN017A ACCURACIES: �� G 6,3sJ'30~ 24 O 9. SITE ADDRESS: 49 OCEAN STREET t TWENTY(20) FEET VERTICALLY - oo !�„r.�' 57 PROJECT NO: 5544.57 HYANNIS, MA t FIFTY (50) FEET HORIZONTALLY #63 OCEAN ST 10. APPLICANT: TELECORP N/F 1010 N. GLEBE RD. SUITE 800 _ 57rj Z$0�W D/O ASSE5�S .2 DRAWN BY: M.A. PAVED Q ARLINGTON, VA 22201 326 '32 #367 MAIN ST PARKING Phone: #(703) 236-1100 32. - 22 YANNIS MA, 02601-3936. , ) O CHECKED BY: M.C.B. Fax: #(703) 236-1101 I DEED 2895 P.G.,142 �J Y 11. JURISDICTION: TOWN OF BARNSTABLE 0118 SOUTH ST VILLAGE OF HYANNIS . T SUBMITTALS TOWN HALL BARN TABLE. A T N) N� 12. CONSTRUCTION TYPE: EXISTING TOWER �L767 MAI ST 31 326 HYA NIS, MA 0 01-3 6 13. DEED REFERENCE: BOOK 900, PAGE 343 D ED 471 577t36 135 14. PLAN REFERENCE: BOOK 119, PAGE 45 23.3 -../192:SOUTH ST 'II 15. VERTICAL DATA FROM FIELD SURVEY AND TOWN GIS _4 92 N/FFSOUTH N HORIZONTAL DATA FROM FIELD SURVEY, GPS AND CIS k 31.2 / YANNIS AR _ -H-YANNIS AREA ECON. DEV;�ORP: J 16. ALL UNDERGROUND UTILITY INFORMATION PRESENTED _ 1481RT 132 - 30• EON DEV CO HYANNS1 RT -02601 2 4/29/99 ISSUED FOR ZONING 487 RT 132 DEED 9837 P.G, 079-- ISSUED FOR REVIEW HEREON WAS DETERMINED FROM SURFACE EVIDENCE HY NNIS, MA 02 - 1 4/26/99 SOUTH STREET AND PLANS OF RECORD. ALL UNDERGROUND UTILITIES DEE 10517 P.G. 4 `J SHOULD BE LOCATED IN THE FIELD PRIOR TO - CENTER OF EXISTING WER COMMENCEMENT OF ANY SITE WORK. CALL DIGSAFE LATITUDE: 470'165*5. 1(888)344-7233 A MINIMUM OF 72 HOURS PRIOR TO LONGITUDE: FT(NGVD THE INFORMATION CONTAINED IN PLANNED ACTIVITY. ELEV 32' FT NGVD k k 24.0 PROPRIETARY BY NATURES SET OF DOCUMENTS. ANY 17. PROPERTY LINE INFORMATION IS COMPILED FROM 21.8 USE OR DISCLOSURE OTHER THAN DEEDS AND PLANS OF RECORD AND IS NOT THE RESULT OF A FULL BOUNDARY SURVEY. k 22.8 THAT WHICH RELATES D. TELECORP 18. F.E.M.A. FLOOD PLAIN BOUNDARY DISTRICT IS SHOWN �OI I�'-'' STREET 326 IS STRICTLY PROHIBITED. ON F.E.M.A. (FIRM) COMMUNITY PANEL 5 OF 25 \J 61 #250001 0005C REVISED AUGUST 19, 1985 AND THE SUBJECT PROPERTY IS WITHIN A "C" ZONE - "AREAS ;I735 SOUTH ST OF MINIMAL FLOODING. 326 BARNSTABLE, TOWN OF BELL ATLANTIC 7 MAIN ST 19. NO WETLANDS WERE OBSERVED WITHIN 100 FT OF SITE 4 O O HYANNIS MA,MA, 02601--3936 OCEAN STREET IMPROVEMENTS, PER VISUAL INSPECTION. SOUTH ST Q` �•••� DEED 4640 P.G. 099 HYNO17A CERTIFICATION MAssACIUSETTs" 49 OCEAN STREET COMMONWEALTH OF CAMBRI ST #100 BOSTON, MA 02114 HYANNIS, MASSACHUSETTS GRAPHIC SCALE DEED 936 P.G. 26 I CERTIFY THAT THE PROPERTY LINES SHOWN HEREON ARE THE LINES DIVIDING EXISTING ( n SHEET TnIE OWNERSHIP, AND THE LINES OF STREETS AND a O `•' WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND ( IN FEET) Off/ SURVEY PLAN THAT NO NEW LINES FOR DIVISIONS'OF EXISTING 1 inch= 40 [t OWNERSHIP OR FOR NEW WAYS ARE SHOWN. PLOT PLAN T 'L7 THIS PLAN HAS BEEN PREPARED IN SCALE 1" = 40' CONFORMANCE WITH THE RULES AND C-) Q SHEET NUMBER REGULATIONS OF THE REGISTER OF DEEDS. Ov C- 1 PROFESSIONAL LAND SURVEYOR REG. NO. DATE FILE:5544.57C1 �x a COAX CABLE AND ANTENNA SCHEDULE LEGEND --- TeleCorp -C}- PROPOSED UTILITY POLE 12'-6" SECTOR ANTENNA COAX RAD DIVERSITY EST. CAB. DOWN TILT COLOR 1010 N. GLEBE RD. TYPE SIZE CENTER SEP• (FT) AZIMUTH LENGTH Tx /Rx MECH/ELEC CODE PROPOSED POWER AND TELEPHONE SUITE 800 4'x5' BACKBOARD -f— —� U/c— 4 Al EMS RR90-17-020P COMMSCOPE 65' AGL 12' O• 80' Txi/Rx1 0'/2' RW `� EXISTING UTILITY POLE ARLINGTON, VA 22201 3 2'-6" COMMSCOPE --0--O--o-- EXISTING CHAIN LINK FENCE PhoFox: #(703) 236-1101703) 0 l A2 EMS RR90-17-02DP 7/8" 65' AGL 12' 0' 80' Tx2/Rx2 O'/2• RRY 2'-6• POWER PRIMARv cRow1H cRo�1 7-6" DWG DETAILS __J B1 EMS RR90-17-02DP COMMSCOPE 65 ACL 12' 120' 80' Tx2/Rx2 0'/2' GIN W F I • A.G.L. ABOVE GROUND LEVEL 2,_8" B2 COMMSCOPE A.M,S.L. ABOVE MEAN SEA LEVEL W8OE88 PACILfl7E8.INC. 2 EMS RR90-17-02DP 7/8. 65' AGL 12' 120' 80' Tx1/Rx1 0'/T GGY SUNCOM NORTHEAST REGIONAL OFFICE TYP TYPICAL 10 TARA BLVD, SUITE 500 EMS RR90-17-02DP COMMSCOPE 65' AGL if240' 80' Tx2/Rx2 0'/2' BW It PROPERTY LINE NASHUA, NH 03062 14.5" 14.5" COMMSCO 7/8" cv GAS VALVE Phone: #(603) 897-2300 PE Fox: #(603)897-2301 <1 - 4'-0"L2!-7- 2'-4" 2'-4" 2'-4" C2 EMS RR90-17-02DP 7/8" 65' AGL 12' 240' 80 Tx1/Rx1 O'/2' BBY CONCRETE BOUND El • R-RED Y-YELLOW G-GREEN W-WHITE B-BLUE A&E FlRm MONITORING WELL 1 PRIOR ANDD SIZE OF THE ORDERING C ANTENLE. NTRACTONA BLE TO VERIFY ARE BASED ON ESTIIMA EDGTH USED ON ® ATLANTIC WIRELESS EQUIPMENT LAYOUT DETAIL CONSTRUCTION LAYOUT AND NOTIFY ENGINEER IF ACTUAL LENGTH EXCEEDS ATLANTIC ENVIBONMEIITAL 2 ESTIMATED LENGTHS. TECHMMOOIFA.INO• SCALE: N.T.S. A-1 - 2. AS-BUILT DRAWINGS TO BE COMPLETED BY.FIELD ENGINEER WITH ACTUAL LENGTHS. SUPPLEMENTAL NOTES P.O.Box 1051.Sanowrch•MA 02563 3. AZIMUTHS ARE ORIENTED CLOCKWISE FROM TRUE NORTH. 1. ALL MATERIALS AS WELL AS METHODS AND PROCESSES USED PHONE: (508)888-9282 IN THE PERFORMANCE OF THE WORK SHALL CONFORM TO THE FAX: (508)888—5859 STANDARDS OF THE MASSACHUSETTS STATE BUILDING CODE AND THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH SUCH REQUIREMENTS. 2. THE GENERAL CONTRACTOR SHALL COMPLY WITH THE RULES A&E SEAL OF THE BUILDING AS TO THE HOURS OF AVAJLABIUTY OF HANDLING MATERIALS,EQUIPMENT AND DEBRIS TO AVOID CONFLICT AND INTERFERENCE WITH FACILITY BUILDING OPERATIONS. CONTRACTORS SHALL BE 75't RESPONSIBLE FOR HANDLING MATERIALS. EXISTING ANTENNA ARRAY 3. GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE ®,102't AGL (12 TOTAL) PROTECTION OF OLD AND NEW WORK DURING THE 0 CONSTRUCTION PERIOD. SHOULD DAMAGE OCCUR, THE CONTRACTOR SHALL REPAIR AT THEIR OWN EXPENSE. EXISTING 10' DISH 0 95't AGL 4. CONTRACTOR TO CONTROL CLEANING TO PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE AND INFILTRATING APPROVALS c AREAS NOT INVOLVED IN THE PROJECT. GENERAL LUCENT m DUST FREE DURING WORKING HOURS AND LEGALLY DISPOSE :u1u cnowm rnv roxxR OF ALL RUBBISH DAILY. TELECORP EXISTING ANTENNA ARRAYIf 5. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF 0 BO't AGL (8 TOTAL) WORKERS, PUBLIC AND PROPERTY. LANDLORD **BEHIND 8' DISH** EXISTING 4' DISH 6. WHATEVER WORK IS DONE WHERE NO DEFINITE DETAILS OR ®86't AGL PLAN VIEW @ ELEVATION 65f INSTRUCTIONS ARE GIVEN, THE CONTRACTOR SHALL LEASING PERFORM THE WORK IN ACCORDANCE WITH THE BEST PRACTICE; THAT IS, AS THE WORK IS IN ACCORDANCE R.F. � WITH THE HIGHEST STANDARDS OF THE CONSTRUCTION 0 D INDUSTRY, WITHOUT EXTRA CHARGE. EXISTING 8' DISH - ZONING m 7. ALL WORK IS TO BE DONE IN A FIRST CLASS MANNER AND EXISTING ANTENNA ARRAY 0 75't AGL -+ IN ACCORDANCE WITH THE BEST PRACTICES WITH FIRST CONSTRUCTION ®66'f AGL(4 TOTAL) EXISSING n CLASS MATERIALS. NO EXTRAS WILL BE PERMITTED ;+ UNLESS SUBMITTED IN WRITING BY THE CONTRACTOR AND PROJECT N0: 5544.57 BRIDGE APPROVED BY TELECORP. WORK SHALL BE IOD OF 6• YYEEAR, UNLESS OTHERWISE GUARANTEED OTED. FALL CONTRACTORS PROPOSED ONE RACTORS PROPOSED TELECORP PROPOSED LNA'S SHALL SUBMIT IN WRITING THIS GUARANTEE. DRAWN BY: M.A. ANTENNA ARRAY (6 TOTAL) EX15�NG 9. UNLESS SPECIFICALLY NOTED OTHERWISE. ALL WORK SHOWN ®65't AGL EXISTING 5W-NZIC ONTHESE AWINGS SHALL BE PERFORMED BY THE GENERAL CHECKED BY: M.C.B. (3 TOTAL) PTLR' ICE BRIDGE 6U1�OING CONTRACTOR. a1�'1 10. GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH EXISTING r N THE WORK OF ALL OTHER CONTRACTORS WHETHER THEIR SUBMITTALS BELL ATLANTIC a OWN OR THOSE ON SEPARATE CONTRACT. PRIOR TO BUILDING EXISTING �Z PROVVIIDECING A WORK SCHEDULE OASHOW ESTIMATED ALL 3' GATE -_O COMMENCEMENT AND COMPLETION DATES OF EACH TRADE, IDENTIFYING ALSO LONG LEAD ITEMS. ww ¢ ...---- - �. < � �/ 11. WHEN "APPROVED EQUAL', "EQUAL TO" OR OTHER GENERAL I QUALIFYING TERMS ARE USED IT SHALL BE BASED UPON 3 5 13 99 REVISED FOR ANT.HEIGHT EXISTING EQUIPMENT THESUB REVIEW AND APPROVAL DY WITHOUT NO MATERIAL / BUILDING TELECORP.126 / C6 SUBSTITUTIONS SHALL B MADE WITHOUT FIRST INFORMING 2 5/7/gg ISSUED FOR CONST. STOCKADE o SNG T%EXISTING #T(B g0 ANDCOM SAMPLES R APPROVAL, WORK. ASTTLITE M WRITING. PRIORATERIAL FlTOTI�S 1 5/6/99 ISSUED FOR CONST.RVW ---i r �X�./ 0 UTu EXISTING ` pR --A15�NG/•- 12 A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS ICE 1 t80 POLE PT PROPOSED 25' WIDE SHALL BE KEPT AT THE JOB SITE FOR REVIEW BY TELECORP. THE INFORMATION CONTAINED IN BRIDGE THIS SET OF DOCUMENTS IS y�UTV S1REEt UTILITY&ACCESS 13. THE CONTRACTOR SHALL HAVE A COMPETENT PROPRIETARY BY NATURE. ANY - 1-I EASEMENT SUPERINTENDENT ON THE PREMISES AT ALL TIMES WHEN o G 4' GATE THE WORK IS IN PROGRESS. USE OR DISCLOSURE OTHER THAN I c ,� i EXISTIN THAT WHICH RELATES TO TELECORP PROPOSED TELECORP Z SECTOR ' OT O M `' '' IS STRICTLY PROHIBITED. CENTER OF EXISTING TOWE F EQUIPMENT INSIDE ____i LATITUDE: 41'39'06.4• pR ......1 LONGITUDE: 7016'55.5" EXISTING TOWER AREA --- -"�"LI"f' -r ELEV 32'FT NGVD O / E--..._,..._---- - EMI G STAIRS gSkAolI.ONSTIAQF 0 WELD CO\IER OCEAN STREET BELL ATLANTIC GROUND ELEV. 32't AMSL -' EXISTING 6 FENCE HYN017A PROPOSED TELECORP EXISTING GENERATOR BACKBOARD 49 OCEAN STREET PROPOSED TELECORP HYANNIS, MASSACHUSETTS EQUIPMENT INSIDE EXISTING TOWER AREA SHELT Intl SITE DETAIL GRAPHIC SCALE GRAPHIC SCALE s o w (IN FEET) (IN FEET I SHEET NUMBER 1 inob- 10 IL 1 inch 10 fL TOWER SOUTH ELEVATION 1 SITE PLAN 3 A-.1 SCALE: 1"=10' SCALE: 1"=10' A-1 A-1 FILE: 6544.57A1 �^tr y , SEE NOTE#3 NOTE-WRAP DECIDUOUS TREES(1'.GAL.+)WITH TeleCorp TREE WRAP ASPHALTIC z1FNxzF zRAFr SHRUBS & MINOR TREES BALLED & BURLAPPED 1010 N, GLEBE RD. SUITE aao Al' RUNGTON, VA 22201 GROUND LINE TO BE As ;/� PRUNE BACK.25'ON-SITE HEIGHT MIN. BALL MIN. BALL S(ISIED AT NURSERY w ..� �YYw�nRDETSscANT IF (� DIAM.(IN) DEPTH (IN) Phone: #(703) 236-1100 • 1 1.5-2 10 8 Fax: #(703) 236-1101 or" FENCE POST r0' — �`y 2-3 12 9 3-4 13 10 WFl 4-5 15 11 F" 3 cuts OF TO TREE '►� as z To CEDAR STAKE SUNCOM NORTHEAST REGIONAL OFFICE WIRE Guys AROUND TREE Y EKPOSED-2 PER TREE 5-6 16 12 WIRELESS FACILP17E5x INC. PROPOSED FENCE IrTH 1URNSUCKLE sf1C o 6-7 18 13 10 TIARA$LVD, ADDITION \�-, 2•MULCH 7-8 20 14 4 SOIL SAUCER 8-9 22 15 SUITE 500 BACKFDE EACH L UNTIL SET rosy Ne: #(1 NH 03062 wATE>i EACH urER urm sErnm 10-1 24 16 Phone: #(603) 897-2300 10-12 26 17 Fax: #(603)897-2301 LOOSEN SUBSOIL Z4'4•STAKE NOTE BALL.SIZES TO BE OF A DIAMETER FLUSH TO FIN.GRADE Twc[D DIAM. TO ENCOMPASS FIBROUS AND FEEDING AAE FIRM 4' 0' EVERGREEN TREE DECIDUOUS TREE ROOT SYSTEM-FOR FULL RECOVERY. ATLANTIC VARELESS DIRECT BURIED IN I I •TURN BACK BURLAP FROM TOP OF BALL STANDARD SHADE TREES ATLANTIC ENVIRONMENTAL EXISTING SOIL //,✓/,�/i / //. //. //. //, //.✓/.�//,�//.�//.�//.�//.�/i\ /��//,�//,�/j,� BALLED & BURLAPPED TECINOLOOtesx INC. (IN P.O.Box 1051.ScndWjc,MA 02563 DETAIL SHOWING LINE POST ( ) (FT) ( )BALL A F DIAM IN DEPTH ) PHONE: (508)888-9282 \� �� \� \ ( — DIRECT BURIED IN EXISTING SOIL / / � /� FAX: (508)880 5859 (TRADITIONAL RAIL FENCE WITH END CAP) \� 2-2.5 12-14 24 16 2.5-3 12-14 28 19 ASE SEAL 3-3.5 14-16 32 20 TREE PLANTING DETAIL 4 5-4 14-18 36 22 FENCE DETAIL 3 4 5 6 ;a+18 48 29 SCALE: N.T.S. SCALE: N.T.S. A-2 A-2 EXISTING ANTENNA ARRAY 102'3 AGL(12 TOTAL) EXISTING 10' DISH NOTES: APPROVALS ®95't AGL 1) FENCE STYLE IS TO MATCH EXISTING FENCE WHICH _ LUCENT FACES THE PARK. TELECORP 2) FENCE IS TO BE STAINED TO MATCH EXISTING FENCE LANDLORD FACING THE PARK. EXISTING ANTENNA ARRAY LEASING 80'f AGL(8 TOTAL) 3) FENCE SECTION LENGTH TO MATCH EXISTING FENCE. **BEHIND 8' DISH** EXISTING 4' DISH 0 86't AGL R.F. ZONING OO EXISTING CONSTRUCTION EXISTING ANTENNA ARRAY EXISTING DISH ' ®66't AGL (4 TOTAL) 75't AGL r{ igRiOGE PROJECT NO: 554C57 x DRAWN BY: M.A., EX\SS\NCI PROPOSED TELECORP PROPOSED LNA'S 6P,RPNSC ANTENNA ARRAY (6 TOTAL) �� g01�1NG CHECKED BY: M.C.B. ®65't AGL PROPOSED G N (3 TOTAL) XISTING 4' GATE y SUBMITTALS ICE c" EXISTING -.-0 BELL ATLANTIC EXISTING Y15 BUILDING 3' GATE ¢ o � t �5 EXISTING EQUIPMENT I WOODNG 100 n 2 7/13/99 REV. 1 HISTORICBUILDING PROPOSED DAWNFENCE o £X\ O BACKBOA� il1 7/7/gg ISSUED FORgED PROPOSED TELECORP REDWOOD TREE _ ECE 11NG p`20P TOp(60 1 IG n(SEE NOTE BELOW) gRiDGE 1 POLE PROPOSED 25' WIDE THE INFORMATION CONTAINED IN EQUIPMENT INSIDE \3%\ EE1UTILITY do ACCESS THIS SET OF DOCUMENTS IS EXISTING TOWER AREA ---- o- 9 4; GAGEEASEMENTPROPRIETARY BY NATURE. ANY R THAN PROPOSED DAWN GjOR STING O1THAT WHIUSE OR DCHC ELATES OETELECORP REDWOOD TREE CENTER OF EXISTING TOWS 2 Fc i � IS STRICTLY PROHIBITED. LATITUDE: 4139'06.4'LONGITUDE 70'16'55.5'ELEV a 32' FT NGVD 0 _ .�'S EX5 eENCNMOF --_ NOTES: 0 ON�0�0`1ER BELL ATLANTIC ..i. ........ wEU- 1) 5-6' CALIPER TRUNK SIZE. XISTNG 6' FENCE 8RG QED OCEAN q STREET GROUND ELEV. HYNO17A 32't AMSL 2) TO BE INSPECTED & APPROVED BY � BARNSTABLE TREE WARDEN. PROPOSED FENCE ADDITION 49 OCEAN STREET PROPOSED TELECORP NEXT TO EXISTING CHAIN LINK HYANNIS, MASSACHUSETTS PROPOSED FENCE ADDITION. FENCE 3) EXACT PLANTING LOCATION TO BE EQUIPMENT INSIDE FENCE, STAIN TO MATCH EXISTING HEIGHT TO BE 1'OR 2"LOWER DETERMINED IN THE FIELD. EXISTING TOWER AREA FENCE (PARK SIDE) SWEET TRLE THAN EXISTING BARB WIRE FENCE GRAPHIC SCALE GRAPHIC SCALE FENCING DETAILS 10o11 so (1N FEET) ( IN FEET) SHkEf NUMBER 1 inch- 10 It. 1 inch 10 It TOWER SOUTH ELEVATION 1 SITE PLAN, 2 A-2 SCALE: 1"=10' A-2 SCALE: 1"=10' FILE: 5544.57A2 1 TOWER LEG STRUCTURAL NOTES T®1®Corp 1010 N. GLEBE RD. e 1. DESIGN REQUIREMENTS ARE PER UNIFORM BUILDING CODE/1994, SUITE 800 9-1 ANSI/ASCE7,EIA/TIA-222-F STRUCTURAL STANDARDS FOR STEEL ANTENNA ICE BRIDGE ANTENNA SUPPORTING STRUCTURES Phone:N#TON, VA(03) 23621/1100 THE BASIC GROUND WIND SPEED UTILIZED ROUND KIT FOR DESIGN IS 1DO MPH. Fax: #(703) 236-1101 (TYP. OF 6) 2. CONCRETE FOR CONCRETE PAD SHALL BE 3G00 PSI NORMAL WEIGHT CONCRETE.REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS. 3. CONCRETE PAD SHALL BE PLACED OVER UNDISTURBED OR WELL COMPACTED SOIL. WFI TOWER LEG ICE BRID E BONDING 4. STRUCTURAL STEEL PLATES AND SHAPES M SUNCOM NO AL OFFICE ALL ON TO ASTM A36. wIRO.lss PACILITIlS.INC. JUMPER�TYP) ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. 0 TARA BLVD, MGB ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBUES SHALL BE SUITE 500 DOWNTILT BRACKET W/PIPE CLAMP PRIMARY HOT DIP GALVANIZED AFTER FABRICATION. SHUA, NH 03062 Im DOWNTILT BRACKET W/ CABINET 5. Phone WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY #(603) 897-2300 PIPE CLAMP (AWS)D.1.1-92 STRUCTURAL WELDING CODE-STEEL WELD ELECTRONICS Fax: #(603)897-2301 66" SHALL BE E70XX. 2'-6 2'-6' 2'-6' —PROVIDE 1 1(2" CHAMFER 6. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLIES A8£ratM FOR ALL VERTICAL CORNERS SHALL CONFORM TO ASTM A325. FASTENERS SHALL BE 1/2"MINIMUM AND ALL HORIZONTAL DIAMETER BEARING TYPE CONNECTIONS WITH THREADS INCLUDED IN THE ATLANTIC wmELEss Tx/Rx CORNERS ABOVE GRADE. TO GROUND SHEAR PLANE. ALL EXPOSED FASTENERS,NUTS AND WASHERS SHALL BE ATLANTIC ENVIRONM@ITAL JUMPERS - / RING " j.Y GALVANIZED UNLESS OTHERWISE NOTED. CONCRETE EXPANSION ANCHORS LNA'$ Jj SHALL BE HILII KWIK BOLTS UNLESS OTHERWISE NOTED. TlC1NOLOOIEs�WC. LNA'S 'T _ (6 TOTAL) .,.,....,,.,:,:-�.-:.,�:..:..,. 18'DEPTH OR AS P.O.Bc.1031.Scndwfch,MA 02563 ^ ,� OTHERWISE SPECIFIED PHONE: • i; BY LOCAL CODE. (508)888-9282 77A - FAX: (508 888—5859 0. JUMPERS T;.` ' �'T 'q `':. ME SEAL nOTM- ANTENNA NOUNMIG PLAN n 7-6'x12'-6-x12" REINFORCED CQ►ICRETE SCALE:N.T.S; S-1 SUPPORT PAD W// BARS®12 O.C. 1. ALL ANTENNA MOUNTING COMPONENTS TO BE HOT DIP GALVANIZED. CADWELD TO EXISTING TOP AND BOTTOKA. AINTAIN MINIMUM 3' 2. ALL FASTENERS TO BE STAINLESS STEEL GROUND RING CLEAR COVER FOR ALL REINFORCEMENT. 3. ALL MOUNTING BRACKETS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 12" MIN. CLEAN WASHED CRUSHED STONE UNDER BTS SUPPORT PAD. CONTRACTOR SHALL GRADE EXISTING GROUND TO PROMOTE PROPER DRAINAGE AWAY FROM BTS SUPPORT PAD. GRADING ANTENNA NOLWM ELEVATION n SHALL BE PERFORMED PRIOR TO CONSTRUCTION OF BTS APPROVALS SCALE: N.T.S. $-1 SUPPORT PAD, TOWER FOUNDATION WHEN APPLICABLE), 3/8' STAINLESS STEEL UNIVERSAL AND INSTALLATION OF CLEAN WASHEb CRUSHED STONE. CLAMP EQUAL TO MICROFLECT UNIVERSAL LUCENT CLAMP - MODEL k B1576 TELECORP ju BTS AND CABLE SUPPORT DETAL/ ` LANDLORD SCALE N.T.S. $-1 SAFTEY TAPE SAFTEY TAPE 3/8' 0 STAINLESS STEEL LEASING ED PAVED RESTORE PAVEMENT RESTORE PAVEMENT O O THREADED RODS (4 REQ'D) R.F. UNPAV TO MATCH EXISTING I UNPAVED PAVED MATCH EXISTING O O ZONING RESTORE TO RESTORE TO - CONSTRUCTION EXISTING CONDITION. EXISTING CONDITION. O Q 4' LOAM & SEED SAW CUT FULL DEPTH 4' LOAM & SEED - SAW CUT FULL DEPTH TRENCH SURFACE 18' TRENCH SURFACE - 18" 1 COMMON FILL COMMON FILL PROJECT NO: 5544.57 1 (COMPACTED TO 90%MODIFIED y (COMPACTED TO 90%MODIFIED PROCTOR IN UNPAVED AREAS 24" PROCTOR IN UNPAVED AREAS 24" PLASTIC INSULATORS PROVIDE STAINLESS STEEL 4'0 TELEPHONE CONDUIT(TYP. II 2'0 RGS FROM TELCO PULLI30X (� SCHEDULE 40 PVC FROM AND 95%MODIFIED PROCTOR TO BACKBOARD AND 959.MODIFIED PROCTOR NUTS AND LOCK WASHERS DRAWN BY: M.A. UTILITY POLE I UNDER PAVED AREA UNDER PAVED AREA 4-0 ELECTRICAL CONDUIT(TYP.) GRANULAR MATERIAL 2'0 RGS ELECTRICAL CONDUIT ANULAR MATERIAL CHECKED BY: M.C.B. SCHEDULE 40 PVC FROM FROM METER TO BACKBOARD MCB TRANSFORMER OR UTILITY I I I I SUBMITTALS POLE TO METER 6ROUNDm BUS NOUNTme DETAL �61 2' MIN. - 2' MIN. SCALE N.T.S. $_1 ELEWTU._TRE_Rai_DETAIL FROM SOURCE K-4"� MUM. TROM DETAL TO PAD n 2 5/7/99 ISSUED FOR CONST. SCALE N.T.S. $-1 SCALE N.T.S. $-1 IPE CAP 1 5/6/99 ISSUED FOR CONST.RVW THE INFORMATION CONTAINED IN 12" L 5"x3'x1/2"x3'-6" LG THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN COAXIAL CABLES THAT WHICH RELATES TO TELECORP MICROFLECT AVER GUIDETCOVER IS STRICTLY PROHIBITED. 12" SOUD CABLE COVER OR APPROVED EQUAL PROPOSED PRIMARY CABINET 8'-0. PROPOSED MICROFLECT MINIMUM T-BRACKET OR EQUAL - 4"0 PIPE®10' Q.C. BELL ATLANTIC 7' , 4 OCEAN STREET FILLET WELD 3'O.D. PIPE(SCH 40) (TYP) HYNO17A PROVIDE SNAP IN HANGER CLIPS FOR COAX SUPPORT FINISHED 5/8"0 HILTI STAINLESS STEEL AT V-0' MAX. VERTICAL SPACING. GRADE ()BOLTS(4-1/2' MIN EMBEDMENT 49 OCEAN STREET :::::�>HANGER CUPS TO BE EQUAL TO MICROFLECT HYANNIS, MASSACHUSETTS BASE PLATE SNAP IN HANGERS SIZED AS REWIRED. � 5'x5'x1/4' SHEET TITLE COAX SUPPORT LADDER EQUAL TO MICROFLECT MODEL B1737. DIACONAL TOWER MEMBER (EXISTING) 4'-0' STRUCTURAL PLAN NOTE: NOTES: SECTION SHOWN TYPICAL OF WAVEGUIDE 1. ALL STEEL TO BE HOT DIP GALVANIZED. BRIDGE HANGER KIT. CONTRACTOR MAY t. REPLACE WITH EQUAL AS APPROVED BY 2. ALL BOLTS TO BE FURNISHED W/WASHERS AND NUTS. ' I I CONSTRUCTION MANAGER. SHEET NU11ER CABLE BRIDIGE SECTION n CABLE BRIDIGE SECTION n S— COAX SUPPORT LADDER DETAL 7 SCALE: N.T.S. S-1 SCALE: N.T.S. S-1 SCALE:N.T.S. S-1 L 1 FILE:5544.5751 UNDERGROUND FROM UTILITY POLE ELECTRICAL LEGEND TeleCorp1010 N. GLEBE RD. EXISTING SUITE 800 UTILITY UNDERGROUND FROM UTILITY POLE POLE FUSABLE DISCONNECT ARLINGTON, VA 22201 3#1/0+ 1 #2 AWG G Phone: #(703) 236-1100 0 METER Fax: #(703) 236-1101 2'FIGS 1'1_ CIRCUIT BREAKER LIGHT FIXTURE WFI TELCO BOX ® 100 AMP GENERATOR RECPTICAL MIIWELESO PACILMMS.INC. LIGHT SWITCH,AND GFl / SUNCOM NORTHEAST REGIONAL OFFICE / J 0 JUNCTION BOX 10UITE 5 00�S EXPOSED WIRING NASHUA, NH 03062 4'x4'BACKBOARD j Phone: #(603)B 897-230 / J A.F.F. ABOVE FINISHED FLOOR Fox: #(603)897-2301 / / U/G U.O.N. UNLESS OTHERWISE NOTED i / 3 //2 + 1 g8 G 2)-4 PAIR, 24 GAUGE WP WEATHERPROOF ABf FlRu ( 1 SEPARATELY SHIELDED ATLANTIC WIRELESS / 1 1 R /2 R GS 2'FIGS COPPER CONDUCTOR A AMPERE ATLANTIC ENYIROMI@ITAL ! E:V VOLT TECHNOLOOe, INC. 1/2- RGS TO BACKBOARD /'' 1 1/2" LIOUIDTIGHT 1/2•.LIQUID TIGHT KWN KILOWATT-HOUR P.O.Box 1051,Sbndwich,MA 02563 ... 1/2" LIQUID TIGHT C CONDUIT PHONE: (508)888-9282 FAX: (500)888-5559 ' G GROUND ,.. ,. —T— TELEPHONE FEEDER ABE SEAL / —P— POWER CABLES POWER PRIMARY GROWTH FUTURE ( RGS RIGID GALVANIZED STEEL CONDUIT ...... - PROPOSED GROWTH MTS MANUAL TRANSFER SWITCH UTILITY _ J —0 RISERS BACKBOARD — —U/G— UNDERGROUND POWER&TELCO PROVIDED BY LUCENT R APPROVALS LUCENT 4 ELECTRICAL SITE PLAN 1 ELECTRICAL NOTES TELECORP SCALE: NTS E_1 LANDLORD 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENT'S OF POWER AND TELEPHONE RISER DIAGRAM THE NATIONAL ELECTRICAL CODE(NEC) AS WELL AS APPLICABLE 2 LEASING ' STATE AND LOCAL CODES. COMPLETE ELECTRICAL INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. SCALE: N.T.S. E-1 R.F. 2. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED AND PROCURED PER SPECIFICATION REQUIREMENTS. ZONING 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL CONSTRUCTION DESCRIBED BY DRAWINGS AND SPECIFICATION, INCLUDING INCIDENTAL WORK, TO PROVIDE COMPLETE, OPERATING AND APPROVED ELECTRICAL SYSTEM. ip PROJECT NO: 5544.57 4. ELECTRICAL CONTRACTOR SHALL PAY FEES FOR PERMITS,AND IS ) RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATIONS DRAWN BY: M.A. THEREOF. 5. ELECTRICAL AND TELCO WIRING INSIDE A BUILDING SHALL RUN IN EMT. CHECKED BY: M.C.B. I� 6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED SUBMITTALS TO WEATHER SHALL BE IN WATERTIGHT GALVANIZED RIGID STEEL CONDUITS AND, WHERE REQUIRED, IN LIQUID TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUITS MINIMUM SIZE 3/4-. 7. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. 8. ELECTRICAL WIRING SHALL BE COPPER CONDUCTOR, 90-C 600V EXIST. UTILITY POLE TYPE XHHW, THWN OR THIN INSULATION MINIMUM SIZE #1/0 OR #3/0. 9. RUN TELCO CONDUIT FROM PROPOSED TELCO BOARD TO PRIMARY 2 5/7/99 ISSUED FOR CONST. 10. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE SERVICE ENTRANCE HEAD 1 5/6/99 ISSUED FOR CONST.RVW 11. ALL ELECTRICAL CABINETS REQUIRE A MINIMUM CLEARANCE OF 3'. CROUSE—HINDS ACT#F768 PROVIDED BY TELECORP HOFFMAN NEMA 4R 10' OF COILED CABLE 3 THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 36'x3O•x12' CONNECTIONS OPRIETA Y BY IS NATURE.R ANY HINGED COVER E-1 RGS CONDUIT USE OR DISCLOSURE OTHER THAN ENCLOSURE—\ 2P-208/240V 125A NEMA 3R NOTES: � RISERS LIQUIDIIGHT THAT WHICH RELATES TO TELECORP FUSIBLE DISCONNECT CONDUIT IS STRICTLY PROHIBITED. FRONT 1. BACKBOARD PIPE SUPPORTS TO BE 2 1/2.0 SCHEDULE 40 GALVANIZED PROPOSED GFI LIGHT FIXTURE PIPE' 2 HOLE STRAPS, AS REQUIRED J INSIDE 0 AN BOX 2. BACKBOARD CROSS SUPPORTS TO BE 10 TO UTILITY POLE' 7 _ _ BELL ATLANTIC RECEPTACLE GALVANIZED UNISTRUT. TELCO RECEPTACE '/2 ' 2 OCEAN STREET 1 e6 IN 3. BACKBOARD TO BE 12 GA. 2P— 208/240V NEMA 3R 1 3/4' RGS KEYED COWER IZED O COMPANY REQUIREMENTS. LOCAL 125A FUSIBLE DISCONNECT COWER PRIMARY GROWTH GRo�i HYN017A J—BOX 4, GENERATOR RECEPTACLE COMES WITH TELCO __ 49 OCEAN STREET TO PRIMARY AND IS ATTACHED TO THE PRIMARY _J_ = ��``�%� �� HYANNIS, MASSACHUSETTS RADIO CABINET POWER CABINET. �\ � 1 �1 �r;�l � UNDERGROUND FROM UTILITY POLE SHEET THIE 1/2'RCS TO 1/2" LIQUID TIGHT AT PAD 2' RGS TO UTILITY POLE WITH 2' RGS RISERS r; ELECTRICAL PLAN RIGID GALVANIZED GROUND ROD/� 1/2'RGS TO 1/2-LT AT PAD TO POWER CABINET STEEL CONDUIT PVC TO RIGID COUPLING 1 1/2' RGS TO 1 1/2• 2' RGS 4' PVC LIQUID TIGHT AT PAD } COPPERWELD FROM UTILITY POLE ND CLAMP NTH 2' RGS I SHEET NUMM glu CCAElTWELD GROUND ROD ONE LINE DIAGRAM E- 1 BACKBOARD DETAIL 3 SCALE: N.T.S. E-1 SCALE: NTS E-1 FILE: 5544.57T1 } . GROUNDING NOTES TeleCorp 1 GROUND SHALL.COMPLY NEC ART. 250. 1010 N. GLEBE RD. i 6 SUITE 800 2 USE #2 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ARLINGTON, VA 22201 ANTENNAS E-2 COAXIAL CABLES (2 PER ANTENNA) GROUNDING(UNLESS OTHERWISE SPECIFIED) AND $2 SOLID TINNED BARE COPPER TYP OF 6 (TYP OF 6) WIRE AS INDICATED ON THE DRAWING. Phone: # (703) 236-1100 SECTOR BAR Fax: #(703) 236-1101 3 ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE (TYP OF 2) If3 CONNECTORS OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO f BE IN CONTACT WITH GALVANIZED STEEL.4 ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH -`�/■C ' POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NOT BE WIRE" S PACILITR•x INC. T BENT AT RIGHT ANGLE. ALWAYS MAKE 12" RADIUS BENDS. SUNCOM NORTHEAST REGIONAL OFFICE OAXIAL GROUND 2 AWG STRANDARD 10 TARA BLVD, KITS (TYP OF 6) RE FIN INSULATED SUITE 500 ANTENNA LOW NOISE TYP) 5 CONNECTIONS TO GROUND BAR SHALL BE MADE WITH TWO HOLE COMPRESSION TYPE NASHUA, NH 03062 AMPLIFIER TYP OF 6 _—COLLECTOR BAR AT COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS_ Phone: #(603) 897-2300 I` BONDED TO EGB TOP OF TOWER 6 APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND Fax: #(603)897-2301 (2) #2 SOLID TINNED CONNECTIONS. DOWN CONDUCTED (3 PER 7 BOND ANTENNA MOUNTING BRACKETS AND COAXIAL CABLE GROUND KITS TO EGB A8E FIRMMGB AT BOTTOM NEAR ANTENNA LOCATION.•4 OF TOWER B BOND MASTER GROUND BAR TO EXISTING GROUND RING. ATLANTIC WIRELESS i 9 AN INDEPENDENT TESTING COMPANY SHALL TEST THIS ATLANTIC ENVIRONMENTAL t COAXIAL GROUND KITS COMPLETED COMPLETED SYSTEMAND RECORD RESULTS FOR PROJECT CLOSE—OUT TECNNOLOAIEsx NO. (TYP OF 6) EXISTING GROUND RING DOCUMENTATION. GROUND RESISTANCE SHALL NOT EXCEED 5 OHMS. P.O.Bax tOS1,Sandwich•MA a2563 MGB AT EQUIPMENT CONFIGURATION UNKNOWN 10 COAXIAL CABLES SHALL GROUNDED A MINIMUM OF 1W0 LOCATIONS USING PHONE: (508)888-9282 TELECORP PROVIDED GROUNDING KITS. EXACT LOCATIONS SHALL BE FINALIZED IN FAX: (508)8B8—5959 THE FIELD BY THE CONSTRUCTION MANAGER. O SERVICE GROUND -' 11 GROUND CONDUCTORS BETWEEN GROUND RODS AND A • --� MGB SHALL BE {12 MINIMUM. BONDING JUMPERS FROM METALLIC SURFACES SHALL A&E SEu • COILED LEADS FOR BE#2 MINIMUM. ALL GROUND CONDUCTORS AND BONDING JUMPERS SHALL BE SOFT '' BACKBOARD FUTURE USE DRAWN ANNEALED, TINNED, BARE SOLID COPPER WIRE. 12 BASE BID TO INCLUDE MINIMUM OF 4 GROUND RODS. OADDITIONAL RODS MAY BE REQUIRED TO ACHIEVE 5 OHMS RESISTANCE. GROUNDING RISER DIAGRAM 2 13 ANY 2 COATED COPPER FROM MGB TO GROUND RING SHALL BE INSTALLEDD IN NONMETALLIC LIQUID TIGHT CONDUIT, OR 3/4-PVC. SCALE:-N.T.S. E-2 POWER I FUTURE GROWTH PRIMARY I, APPROVALS O I GROWTH �-'3' LUCENT ® GROUNDING LEGEND TELECORP FABRIC FLUSH WATH ]YCf.115 DffNi Dp[xc MGB MASTER GROUND BAR LANDLORD TOP OF LINEPOST 0 1/4'x4"x2B COPPER LEASING _ EGB EQUIPMENT GROUND BAR • C� 1/4'x2"x15"COPPER R.F. • —G— GROUND COPPER WIRE,Siff AS NOTED 11 GAUGE HOG RINGS T r ME H ZONING • EVERY 12" t EXPOSED WRING CONSTRUCTION UNDERGROUND HIRING O I D>� � ME GR FO-1 PROJECT N0: 5544.57 GROUND ROD INSPECTION WELL Q 5/8"00'COPPER CLAD STEEL GROUND ROD r DRAWN BY: M.A. EXOTAO I� e MECHAENICAL MII(COMPRESSION TYPE) CHECKED BY: M.C.B. CONNECTION {, GROUND SUBMITTALS GROUNDING CONNECTION DETAIL 3 _ GROUNDING PLAN 1 ' SCALE: N.T.S. E-2 SCALE: TUTS E—Z 7/ir(TYPICAL) . I ANTENNA(TYP) 2 5/7/99 ISSUED FOR CONST. 1 5/6/99ISSUED FOR CONST.RVW IF LNA IS NOT AVAILABLE ® STEEL HARDWARE LEAVE ENOUGH ND LATER COILED - THE INFORMATION CONTAINED IN TO THIS SET OF DOCUMENTS IS PIPE CAP PROPRIETARY BY NATURE. ANY COMPRESSIONPTERMINAL """"—ANTENNA SUPPORT FINISHED GRADE USE OR DISCLOSURE OTHER THAN ) GROUNDING CABLE f THAT WHICH RELATES TELECORP LIMA IS STRICTLY PROHIBITED. ELEVATION GROUND BAR GROUND CABLE WAVE ® 1/2" JUMPER (TYP) A G ® A LNA(TYP) 10- DIA BELL ATLANTIC SCH 40 OCEAN STREET m STAR WASHER(TYPICAL `E C, PVC PIPE ® TYPE Y6 CAD VaD FLAT WASHER(TYPICAL) COAX CABLE(TYP) H YN 017 A 3/8"A 1/2"HEX BOLT SEE SCHEDULE EET ® NUT(TYPICAL) EGB FOR SIZE GROUND CONDUCTOR HYANNIS,,49 CMASSAEAN CHUSETTS GROUND BAR #2 AWG SIRANDARD COAX CABLE SHEET TIRE GREEN INSULATED GROUNDING KITANTE GROUNDING CABLE EXPOSED BARE COPPER TO BE (TYP) _ O WITHIN 10' OF ANTENNA CADWELD o GROUNDING PLAN KEPT TO ABSOLUTE i/8"MAXIMUM,NO SECTOR MIHHAR H GROUNDING BAR{GANDOFF OR EQUAL m M11H HOLE PAITBtN AND STANDOFF PISULAIORS SECTION"A-A" INSULATION ALLOWED WITHIN THE SECTOR 5/6' COPPER CLAD COMPRESSION TERMINAL(TYPICAL) G " GROUND ROD 2w SLOTTED AND MOUNTING x2 BRACKETS AS SHOWN HOLE(TYP) 1/4"x 4"x 20' 1.DOUBLING UP"OR"STACKING"OF CONNECTION IS NOT PERMITTED. G TO BITS(TYP) m 2.OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. BUS BAR AT TOP OF TOWER— #2 GREEN INSULATED DOWN CONDUCTOR SHEET NUMBER TO MGB BAR AT BOTTOM OF TOWER _ MASTER GROUND BAR (MGB) 4 TYPICAL GROUND BAR CONNECTIONS DETAIL 5 AMPLIFIER GROUNDING DETAIL a GROUND ROD INSPECTION WELL 7 E—2 SCALE: N.T.S. E-2 SCALE: N.T.S.— E-2 SCALE: N.T.S. E-2 SCALE: N.T.S. E-2 _ FILE: 5544.57T7 GENERAL NOTES: I) A� <, !� -T Ef�•. VF-fl- LJEEK: FOF, EA",-,H N!;', --_ A' A 3 . SUPPLY AIR, PILTI;I`,,> TJ E51JILPIN s1 MANACaER . E T IS TO IIJSTAI L_ AIP, FILTE.F'-" S • Ca.G. (S TO AL5o :- o0RDI(-�ATE FArJ SHUT DDI.JNS L-�/F,EA►.- 1=S7ATE OPEP,ATi;;rv`7, l -iEtF-N ANV' A-/ T,', T� t�INIGH r Et-JEr',ATE�� D���T QGGUR,S• Ar%C*1 octe _ 2) G.G. IS To VEP,IFY A1-1- EXI'�"flNla G �1r�! rIGNs piMENSI�iN�� t'}'KIo� --" G.G. TO r,ELCiGA'r-� Exl�fi, rzxT, LI&HT To HE T-J N407IFY TI-+E AP`,c.HiTEGT 5 UFFIGE r�IXTUr�s± p.5 SHOWN, I "MF DIATEL-Y IF ANY F'P06LEM5 A►' 15E - a• NLW tf�" A.4VI 5/1 51"L, ANGLE L1N4-r6L5 ( MIN, C° HEAP IrJ& 5A, SICJE,) GALV, 3) c�.L. !�� F�ESF'aN51G�L E FaG', REaEs<OINca ANY FX!��T!N a S�EDEG AHEAD D!S?URGED D'UP-INa '�`:I�STRuGT�uN ��gg - - FOV"t a n 4) 66. 1-:,' TO FliF=,NISH iN-�,T-A -L 4 IJEL^j L/UVF�Ix,`? ,AS SHOWN ON THE F',r=tAe,1lr-- EXIST. WINL;1CVV FI1,Arv1S , 13LliGK. Up ALL SHAL-L_ EE FiIJi'jHED N A,NvDIZEC7 DOLOR AS SELEGTEt - - - - - -- - TU MaTc1-4 FKIST. GtUNDI IvNS A'j' E,�Y THE ARGHrTEGT. 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