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44-014 (2) 254 OLD WILSON RD BP- 2010 -0050 GIs #: COMMONWEALTH OF MASSACHUSETTS Map:Bloc 44 - 014 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Perrnit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ANTENNA TOWER BUILDING PERMI Permit # BP- 2010 -0050 Project # JS- 2009 - 000552 Est. Cost: $5000.00 Fee: $55.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: ADRIEN PARADIS III Lot Size(ss . ft.): Owner: VERRILLO GIL F Zoning: SR Applicant: BELL ATLANTIC MOBILE INC AT. 254 OLD WILSON RD Applicant Address: Phone: Insurance: 20 Alexander Dr (203) 269 -8858 WALLINGFORDCT06492 ISSUED ON. 711612009 0:00:00 TO PERFORM THE FOLLOWING WORK.-REMOVE 6 EXISTINGANTENNA PANELS AND REPLACE WITH 6 UPGRADED PANELS POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 7/16/2009 0:00:00 $55.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo Versionl.7 Commercial Building Permit May 15, 2000 Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit - 212 Main Street Sewer /Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413- 587 -1240 Fax 413 - 587 -1272 Plot/Site Plans -- Other Specify APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY OF, 6R- BtIA&S' V BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING J UL 1 5 200 SECTION 1 - SITE INFORMATION . a This section to be completed by office 1.1 Property Address 254 Old Wilson Road, Northampton Map 44 -014 L, t 0G2 ` Unit Zone Overlay District Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record (Tower) SBA Infrastructure, LLC 5900 Broken Sound Parkway, N.W. Name (Print) Current Mailing Address: Boca Raton, FL 33487 -2797 See attached Amendment to Lease Agreement Signature Telephone 2.2 Authorized Agent: Bell Atlantic Mobile of Massachusetts 0 99 East River Drive, East Hartford, CT 06108 Name (Print) Corporation, Ltd. d /b /a Current Mailing Address: Verizon Wireless (413) 737 -1131 Signature Telephone SECTION 3 - ESTIMAT D C06SAUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by ermit applicant 1. Building (a) Building Permit Fee 2. Electrica ~ , ,40ut5 ? O Q • v (b) Estimated Total Cost of �`' Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 1 6. Total = (1 +2+3+4+5) V (/ 0 • (-) 0 Check Number This Section For Official Use Onl Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date Version 1.7 Commercial Building Permit May 15, 2000 SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition ❑ Repairs ❑ Additions ❑ Accessory Building ❑ Exterior Alteration ❑ Existing Ground Sign ❑ New Signs ❑ Roofing ❑ Change of Use ❑ Other ❑ Brief Description Verizon Wireless is removing 6 antenna panels and replacing them with 6 upgraded antenna Of Proposed Work: panels, on an existing telecommunications tower. SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A -1 ❑ A -2 ❑ A -3 ❑ 1A ❑ A -4 ❑ A -5 ❑ 1 g El � B Business El 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F -1 ❑ F -2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 3B M Mercantile ❑ 4 ❑ R Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S -2 ❑ 56 ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use 0 Specify: Cell Site COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND /OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor (sf) 15 1 St 2nd 2nd 3rd 3rd 4 t 4 Total Area (sf) Total Proposed New Construction (sf) Total Height (ft) Total Height ft 7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public ❑ Private E] Zone Outside Flood Zone❑ Municipal ❑ On site disposal system❑ Version l .7 Commercial Building Permit May 15, 2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Fronta ge Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage % Open Space Footage % (Lot area minus bldg & paved p arking) # of Parking Spaces Fill: (volume & Location) A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO O DON'T KNOW O YES 0 IF YES, date issued: 06/23/2004 IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book 8115 Page 69 and /or Document # B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES, then a Northampton Storm Water Management Permit from the DPW is required. Version 1.7 Commercial Building Permit May 15, 2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name (Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor El Name: Not Applicable Responsible In Charge of Construction Address Signature Telephone Version 1.7 Commercial Building Permit May 15, 2000 SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes O No O SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I see attached Amendment to Lease Agreement as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date Ellen W. Freyman on behalf of Bell Atlantic Mobile of Massachusetts Corporatiov, as Owner /Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. b Ellen W. Frey Print N by: Signature of Owner /A ent Z ' tk orized aiz ent Date SECTION 12 - CONSTRUCTION SERVICES //11 10.1 Licensed Construction Supervisor U CJ L Not Ap e T, l q Name of License Holder : G Construction Services of Branford, LLC License Number I 63 -3 North Branford Road, Branford, CT 06405 p /1 1 —/ �� Address EE prate (203) 641 -5497 igna e Telephone SECTION 13 -WO KERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes O No 0 Site ID: MA13219 -A -02 Lessee Site ID: Pine Grove MA Site Name: Northampton 2 Lessee Site Name: AMENDMENT TO LEASE AGREEMENT /" THIS AMENDMENT TO LEASE AGREEMENT (hereinafter "Amendment ") is made as of the 1s{ day of [ It - , 2009, by and between SBA INFRASTRUCTURE, LLC, a Delaware limited liability company (hereinafter "Lessor "), and BELL ATLANTIC MOBILE OF MASSACHUSETTS CORPORATION, LTD., a Bermuda corporation (hereinafter "Lessee "). WHEREAS, Optasite Inc., a Massachusetts corporation and Lessee entered into a Lease Agreement effective August 1, 2006 (the "Agreement ") pursuant to which Lessee leases a portion of the tower site located at 245 Old Wilson Road, Northampton, MA 01062; and WHEREAS, Optasite, Inc. and Optasite Towers, LLC, a Delaware limited liability company entered into an Assignment of Leases dated November 1, 2006; and WHEREAS, Optasite Towers, LLC amended and changed its name to read SBA Infrastructure, LLC on September 18, 2008; and WHEREAS, Lessor and Lessee desire and intend to amend and supplement the Agreement as provided herein. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto covenant, agree and bind themselves to the following modifications to the Agreement: 1. TOWER SITE INFORMATION Section to the Agreement is hereby deleted in its entirety and replaced with the following: Tower Site Information: Lessor Site Name: Northampton 2 Lessor Site Number: MA13219 -A -02 Address and /or location of Tower Site: 245 Old Wilson Road, Northampton, MA 01062 Coordinates: 42° 17'43.70"N / -72° 40'2.60"W Lessee Site Name: Pine Grove MA Lessee Site Number: TBD 2. LESSOR INFORMATION Section to the Agreement is hereby amended to reflect Lessor's current notice and rental payment addresses as follows: NOTICE ADDRESS: PAYMENT ADDRESS: SBA Infrastructure, LLC SBA Infrastructure, LLC 5900 Broken Sound Parkway.N.W. P.O. Box 933994 2 nd Floor Atlanta, GA 31193 -3994 Boca Raton, FL 33487 -2797 Attn. Accounts Receivable Attn: Site Administration RE: MA13219 -A -02 / Northampton 2 RE: MA13219 -A -02 /Northampton 2 Additionally, Lessor's contact number, fax number and emergency contact as set forth in the Notice & Emergency Contacts Section to the Agreement are hereby deleted in their entirety. 3. Lessee's antenna mounting height on the tower as referenced in the Lessee Equipment Information Section, Exhibit A and B and throughout the Agreement is hereby amended to be relocated from 130' to 122' height level (RAD ctr.) in accordance with Item 6 below. Amend. 1 t February 18, 2009 �(3A Site ID: MA13219 -A -02 Lessee Site ID: Pine Grove MA Site Name: Northampton 2 Lessee Site Name: 4. FEES & TERMS Section to the Agreement is hereby amended to increase Lessee's Monthly Lease Fee as follows: The current Monthly Lease Fee shall be increased by One Hundred Fifty and No /100 Dollars ($150.00), partial month to be prorated effective as determined by the date this Amendment is last executed by both parties ( "Effective Date "). If the date this Amendment is last executed occurs between the first and the fifteenth day of a month, the Effective Date will be the first day of that month and, if the date this Amendment is last executed occurs on or between the sixteenth and the last day of the month, the Effective Date will be the first day of the following month, Upon the anniversary and all future anniversaries of the Commencement Date of the Agreement, the Monthly Lease Fee, including any and all Monthly Lease Fee increases, will be escalated in accordance with the Agreement. The parties acknowledge and agree that the increased monthly payment(s) may not actually be sent by Lessee until thirty (30) days after the "Effective Date ". 5. Lessee's "Approved Equipment" as defined in the Terms and Conditions, Section 1. Grant of Lease to the Agreement is hereby amended in accordance with Item 6 below. 6. Exhibit A — Approved Equipment list attached to the Agreement is hereby amended to replace the antenna(s), related cable, mounting height and frequencies information as stated thereto with the following: Antenna(s): Twelve (12) Total Quantity: Six (6) Six (6) Type: Panel Panel Manufacturer: Antel Ante[ Model: LPA- 80063/4CF LPA - 185080 /8CF Dimensions: 47.4" x 15.2" x 13.9" 47.4" x 4.1" x 5.9" Weight: 20 lbs. 7 lbs. Mounting: Base of the antenna: At approximately the 120' height level, Centerline of the antenna: At approximately the 122' height level & Tip of the antenna: At approximately the 124' height level. Mount Type: 13.6' Low Profile Platform Cable: Number of Lines: Twelve (12) Size/Type: 15/8" Routing: Coax must be routed inside monopole Frequencies: TX: 869.88- 878.49; 890.73; 1970 -1975 MHz RX: 824,88- 833.49; 845.73; 1890 -1895 MHz All other Approved Equipment and information shall remain the same. 7. The Tower Elevation drawing to Exhibit B of the Agreement is hereby removed and replaced with the revised Tower Elevation drawing attached hereto and made a part of the Agreement, marked as Exhibit B — Revised Tower Elevation. 8. The Agreement is hereby amended to acknowledge that the parties agree with the following additional terms and conditions: The Lessor does not warrant nor represent that the access road to the Tower Site will remain open and passable at all times and seasons of the year due to weather conditions that are beyond the Lessor's reasonable control. Normal Tower Site maintenance will therefore not include snow plowing or sanding of any access road. 9. Capitalized terms not defined in this Amendment will have the meaning ascribed to such terms in the Agreement. 10. This Amendment will be governed by and construed and enforced in accordance with the laws of the state in which the Tower Site is located without regard to principles of conflicts of law. Amend. 1 2 February 18, 2009 IS�A Site ID: MA13219 -A -02 Lessee Site ID: Pine Grove NIA Site Name: Northampton 2 Lessee Site Name. 11. Except as specifically set forth in this Amendment, the Agreement is otherwise unmodified and remains in full force and effect and is hereby ratified and reaffirmed. In the event of any inconsistencies between the Agreement and this Amendment, the terms of this Amendment shall take precedence. 12. This Amendment shall be effective as of the date last executed by both parties. IN WITNESS WHEREOF, Lessor and Lessee have executed this Amendment to Lease Agreement as of the date and year first above written. Signed and acknowledged in LESSOR: SBA INFRASTRUCTURE, LLC, the pirtsence of: a Delqywe limi d ' any Na e Jason Silberstein Print Na Ti Senior Vice President, Property Management Date: ! f Print Name: A00 )y la //'5 Signed and acknowledged in LESSEE: BELL ATLANTIC MOBILE OF the presence of: MASSACHUSETTS CORPORTION, LTD., a Bermuda corporation By: Name: D vid R. Heverling Print Name: t o L ,. Title: Area Vice President Network Date: Print Name: _$,_� Amend. 1 3 February 18, 2009 SBA Site ID: MA13219 -A -02 Lessee Site ID: Pine Grove tv1A Site Name: Northampton 2 Lessee Site Name: LESSOR.: STATE OF FLORIDA } } COUNTY OF PALM BEACH } BEFORE ME, a Notary Public of the aforesaid State and County, personally appeared Jason Silberstein, to me personally known (or proved by sufficient evidence) who, being by me duly sworn (or affirmed) did say that he is the Senior Vice President, Property Management of SBA Infrastructure, LLC, a Delaware limited liability company described herein and that the instrument was signed on behalf of the Company, by authority of the Company and that he acknowledged this instrument to be the free act and deed of the Company. WITNESS MY HAND and Notarial Seal on this of 2009. $ . Kota y Public LESSEE: STATE OF )11 hvy t } COUNTY OF(��# } BEFORE ME, a Notary Public of the aforesaid State and County, personally appeared David R. Heverling, to me personally known (or proved by sufficient evidence) who, being by me duly sworn (or affirmed) did say that he is the Area Vice President Network of Bell Atlantic Mobile of Massachusetts Corporation, Ltd., a Bermuda corporation described herein and that the instrument was signed on behalf of the Partnership, by authority the Partnership and that he acknowledged this instrument to be the free act and deed of the Partnership. WITNESS MY HAND and Notarial Seal on this of _ 2009. f Notary Public Amend. 1 4 February 18, 2009 5BA Site ID: MA13218 - -A-02 Lessee Site ID: Pine Grove MA Site Name: Northampton 2 Lessee Site Name: Exhibit B Revised Tower Elevation Jun eases¢ z -+asst s.+es .aosus Lessee's antennas 0 122' i> 'wry r� ms7s a sso: wxa x u.s � orsnr�ss to AV +.,�'°' m'° Ave s� O061NG WrSA �L �¢ •'� E'� ll1+i£D ��' � .w�t' :� a: ^ fir'••. r � { • � LIYSLMC �� � � r t ar my Amend. 1 5 SBA February 18 20o9 f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/ Contractors /Electricians /Plumbers Applicant Information A Please rin e ibl s,(,Or izati 'v40:1 �.��1 1 � �� Name u s Address: LA ']! City /State /Zi Are you an employer? Check the appropriate box: Type of piroject (required): 1. ❑ I am a y em p to er with 4. E] I am a general contractor and I * have hired the sub - contractors 6. F1 New construction employees (full and/or part- time). 2. ❑ I am a "sole proprietor or partner- listed on the attached sheet. 7. E] Remodeling ship and have no employees These sub - contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ 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 employees. [No workers' 13.❑ Other comp. insurance required.] •My 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 subcontractors and state whether or not those entities have emp loy e es. If t he su - co 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. S V' Policy # or Self -ins. Lic. #: ! Expiration Date: _ r3 0 U Job Site Address: �7� � t2d City/State/Zip: 0& Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration da ). 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 a9AV one -ye prisgeivised nt, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a d inst th , vi ator that a copy of this statement may be forwarded to the Office of Investi ations of th a for i ur a ove y6rification. I do hereby certi6p nd r th p s a d pe alt o ry that the information provided above Is true and correct. Si natur Date: Phone #: Officl 1 use nly. Do not write in this area, tb be completed by c Ity 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 #: `iW ECP AND CELL NUMBER" w s Cellular Modcell 4.OB Cellular Modcell 4.06 Cellular Modcell 4.06 h ,,^ RWA -80013 RWA -80013 RWA -80013 y 2 2 2 v 60 180 300 0 i 9���'. , ��i, six 0 0 120 120 120 No No No No No No 0 0 0 8SA�Ce�ilu�ar Ftilt�r o�i#;>g„ a .: , , � �.- , ,,,,. ,,. ,ALPHA'', � .,..:• . ��,..,,, BE'CA , GAbAMA , „ � � . „ QUIPI�Il11(PE ry Cellular Modcell 4.06 Cellular Modcell 4.06 Cellular Modcell 4.06 ANT NNI�,,'fyPEE` LPA- 80083/4CF LpA- 80063/4CF 5 a° LPA-80063 14CF Ql4{TY PPS FA 2 2 2 R 20 225 310 [W 3° Mach 0 2 Meth y� ),,_,..,,,,, 120 120 120 No No No Pl . t No No No PCS Modcell 4.013 PCs Modcell 4.OB PCs Modcell 4.013 LPA- 185080/8CF 2- LPA- 185080/8CF 2- LPA- 185080/8CF 2- ri 2 2 2 • �;;, 60 180 300 0 0 0 120 120 120 I No No No No No No 0 0 0 Ft�l#W', onfi y N QUiPMEtd1 TY EiuEj (; i PCS Modcell 4.OB PCs Modcell 4.013 PCS Modcell 4.013 LPA- 185080/8CF 2- LPA- 185080/8CF 2- LPA- 185080/8CF 2- Ct 1,ACI' .;t ..... .: 2 2 2 y, '! o 20 225 310 RAD 120 120 120 No No No 0 0 .� B'E 1NFE? i1�T10 ..5, FEEDLINE SIZE 1 5/8 FEEDLINE SIZE 15/8 FEEDLINE SIZE 115/8 JUMPER SIZE 1/2" JUMPER SIZE 1/2" JUMPER SIZE 1/2" G ,w ., �' - , , ...ice., :.•• ,. i .., :..� � � \. Ant. Freq. Func. Color Ant. Freq. Func. Color Ant. Freq. Func. Color Code Al 800 Txl /RxO RED A6 800 Tx2 /RxO BLUE Al2 800 Tx3 /RXO GREEN A2 1900 Txl /RxO RED/WHIT A7 1900 Tx2 /RxO BLUE/WHI A13 1900 Tx3 /RXO GREEN/WHITE E TE A3 700 Txl /RxO RED /ORA A8 700 Tx2 /RXO BLUE /OR A14 700 Tx3 /RxO GREEN /ORANGE NGE ANGE A4 700 Tx4 /Rxl RED /RED/ A9 700 Tx5 /Rxl BLUE /BLU A15 700 Tx6 /Rxl REEN /GREEN /GRAN ORANGE E /ORANG A5 1900 Tx4 /Rxl RED /RED/ A10 1900 Tx5 /R71 BLUE /BLU A16 1900 Tx6 /Rx1 REEN /GREEN/WHIT WHITE E/WHITE A6 800 Tx4 /Rx1 I RED /RED All 800 1 Tx5 /Rx1 BLUE /BLU A17 800 Tx6 /Rxl GREEN /GREEN Prepared By: Dany Bustamante > RF Engineer DB 12/30/2008 Steve Weatherbee > RF Design Manager Mark Gauger > Construction Manager Sandy Carter > Regulatory Manager Mechanical specifications Length 1205 mm 47.4 in LPA- 80063/4CF _ Width When ordering replace "_" with connec 386 mm 15.2 in Radiation - pattern' tor type. 335 mm Depth " 3 Depth with z- bracket 375 mm 13.2 in 14.8 in Weight 4) 9.1 k 70 9 20 Ibs ,:,0 �° Wind Area Fore /Aft 0.47 m 5.0 ft2 14e Wind Area Side 0.40 m 2 -150 x 4.4 ft - 160 0 Max Wind Survivability y > 201 km /hr >125 mph 20� Wind Load @ 100 mph (161 km /h r) 1.0 ° Fore /Aft 665 N 150 Ibf i70 C2 0 I Side 577 N 130 Ibf 16 5 0 140 Antenna consisting of aluminum alloy with 60 xg i e brass feedlines covered b 0 Y a g ra y, UV safe ,z° r fiberglass radome. ROHS compliant. 0 Horizontal Mounting & DOwntilting ° -too -90 eo uo Mounting hardware attaches to pipe diameter 60 050 -102 mm; 02.0 -4.0 in. If the lock -down ,� brace is used, the maximum diameter is ,60 088.9 mm (3.5 in). � ,< -,n Mounting & Downtilt Bracket Kit 21699999 Electrical specifications 14 40 , 30 50 Frequency Range 806 -960 MHz 20 110 too 9n 80 60 tv Featuring our Exclusive Impedance 500 Vertical 3T Technology - Connector 3) NE or E -DIN Antenna Design: Female 1 port/ Center Radiation patterns for all antennas VSWR f) < 1 4:1 are measured with the antenna True log- periodic design allows for Polarization Vertical mounted on a fiberglass pole. superior front -to -side characteristics to Gain f) minimize sector overlap. 13.0 dBd Mounting on a metal pole will t 15.0 dBi ypl- •Unique feedline design eliminates the cally improve the front -to -back need for conventional solder joints in Power Rating 2) 500 W ratio. the signal path. Half Power Angle t) A non - collinear system with access to Horizontal Beamwidth 63° every radiating element for broad band - Vertical Beamwidth 15° width and superior performance. Electrical downtilt 5 ) 0 Air as insulation for virtually no internal Null fill') 10% signal loss. Lightning protection Direct ground Warranty: 2) Typical values. This antenna is under a five -year limited 2) Power rating limited by connector only warranty for repair or replacement. 3) NE indicates an elongated N connector. E -D)N indicates an elongated DIN connector. 4) Antenna weight does not include brackets. 5) Add'I downtilts may be available. Check website for details. Improvements to mechanical and/or electrical performance of the antenna may be made without notice. 8 15.399.0001 • antel@anteli • Amphenol www.antelinc.com Antel,lnc. 1 of 1 the Mtenna (omPany • I ' � I I Mechanical specifications LPA- 18508018CF Length 1204 mm 47.4 in When ordering replace with connector type. Width 104 mm 4.1 in Radiation pattern') Depth 150 mm 5.9 in Depth with t- bracket 178 mm 7.0 in Weight Wei 9 3.2 kg 7.0 Ibs ip � Wind Area Fore /Aft 0.13 m 1.4 ft Side 0.14 mz 1.6 ft2 ,A ,o Rated Wind Velocity (Safety factor 2.0) �' X 3) a z 10 5 0 >658 km /hr >409 mph`, p Wind Load @ 100 mph (161 km /hr) Fore /Aft 202 N 45.0 Ibs Side 270 N 60.8 Ibs no Q A Antenna consisting of aluminum alloy with brass feedlines covered by a UV safe fiberglass radome. Horizontal Mounting and Downtilting Mounting brackets attach to a p pipe diameter of 050 -102 mm (2.0 -4.0 in). w i m Mounting bracket kit #26799997 Downtilt bracket kit #26799999 1A The downtil bracket kit includes the mounting a a , 15 m s bracket kit. ° mI, Electrical -specif ° Amphenol Antel's Exclusive 3T (True Frequency 1850 -1990 MHz Range �� Transmission Line +� �' Impedance 50D 133 %� Technology) s) Connector(s) NE or E -DIN „° Antenna Design: 70 � _® A • True log- periodic design allows for superior 1) 1 port / center Vertical front -to -side characteristics to minimize VSWR 5 1.4:1 sector overlap. Polarization Vertical • Unique feedline design eliminates the need �� Gain 16.5 dBi for conventional solder joints in the signal zl Power Rating 250 W path. tt Radiation patterns for all antennas are • A non - collinear system with access to Half Power Angle measured with the antenna mounted on every radiating element for broad band - H -Plane 80° a fiberglass pole. width and superior performance. E -Plane 8° Mounting on a meta! pole will typically • Air as insulation for virtually no internal 1) Electrical Downtilt 0° improve the Front -to -Back ratio. signal loss. ti Null Fill 10% This Amphenol Antel antenna is under a five - Lightning Protection Direct Ground year limited warranty for repair or replacement. Antenna available with center -fed connector only. '! Typical values CF Denotes a Center -Fed Z I Power rating limited by connector only. 3) NE indicates an elongated N connector. Connector. E -DIN indicates an elongated DIN connector. 4) The antenna weight listed above does not include`" - ""°• µ the bracket weight. A mphenol Improvements to mechanical andlor electrical of the antenna ma be made without Antes, Inc. notce. performance �s N Amphenol Antel, Inc. 1300 Capital Drive Rockford, Illinois 61109 USA Tel. (815) 399 -0001 r� Antr na T can Toll - Free (888) 417 - 9562 www.antelinc.com , vr � " Fax (815) 399 - 0156 antel @anteiinc.com Revision Date: 7112107 FE W1 FDH Engineering, Inc.. 2730 Rowland Rd., Suite 100, Raleigh, NC 27615, Ph. 919.755.1012, Fax 919.755.1031 January 23, 2009 Mr. Mitchell West SBA Network Services, Inc. 1 Aspenwood Ballston Lake, NY 12019 RE: 169' Monopole Site Name: Northampton 2 SBA Site ID: MA13219 -A FDH Project Number: 09 -01 103E Sl Dear Mitch: Per your request, FDH Engineering, Inc. has reviewed the original manufacturer's drawings and the proposed loading for the 169' monopole located in Northampton, MA. The original design configuration by Sabre Communications Corp. (Job No. 05- 04188) dated April 21, 2005 stipulates the tower was designed to accommodate the appurtenance loading outlined in Table 1 on the following page. The load resulting from the current configuration (see Table 2) combined with Verizon's revised loading of (6) Ante] LPA 185080/8CF antennas and (6) Antel LPA 80063/4CF antennas at a centerline elevation of 122' with corresponding (12) 1 -5/8" coax (see Table 3) will be below that of the original design loading. Furthermore, provided the tower foundation was designed and constructed to support the tower at capacity, the foundation should meet TIAIEIA -222 -F standards with both the proposed and existing antennas in place. The existing coax should be reused with the proposed loading. Our assessment has been made assuming all information provided to FDH Engineering, Inc. is accurate and that the tower has been properly erected and maintained. In conclusion, the proposed Verizon installation should meet or exceed all applicable standards and should therefore be considered safe. Should you require additional information, please do not hesitate to contact our office. Sincerely, Reviewed By: 9 C- G� Bradley Newman, El J. Darrin Holt, Ph.D., P.E. Project Engineer President MA PE License No. 47696 I Table 1 — Design Appurtenance Loading Centerline No. Elevation Coax and Lines MountType Description 1-9 167 9 1 -5/8" (1) 12' Low Profile () Platform (9) EMS DR65 -19 XXDPQ 10 -18 157 (9) 1 -5/8" (1) 12' Low Profile (g) EMS DR65 -19 -XXDPQ Platform 19 -27 146 (9)1-5/8- (1) 12' Low Profile () Platform (9) EMS RR65 -19 -XXDP 28 -36 137 9 1 -5/8" (1) 12' Low Profile () Platform (g) EMS RR65 -19 XXDP 37 -45 127 (9)1-5/8- (1) 12' Low Profile () Platform (9) EMS RR65 -19 -XXDP 46 -54 117 9 1 -5/8" (1) 12' Low Profile () Platform (9) EMS RR65 -19 -XXDP Table 2 — Existing Appurtenance Loading Centerline Coax and Total No. Elevation Carrier Mount Type Description Lines 1 -6 149 (6) 1 -5/8" T- Mobile (1) 12.6' Low (6) RFS APXV18- 209014 (1)1/4 Profile Platform 6 Ericsson KRY11271/2 TMA 7 -18 122 (12) 1 -5/8" Verizon (1) 13.6' Low (6) Antel LPA 185080/8CF 45.18 Profile Platform 6 Antel RWA 80013 1 Design areas (C per TIAIEIA -222 -F standards. 2 The existing loading for Verizon at 122' will be altered. See the revised loading below. Table 3 — Revised Appurtenance Loading Total Centerline No. Elevation Coaxand Carrier Mount Type De - . . (ft) Lines 1 -12 122 (12) 1 -5/8" Verizon (1) 13.6' Low (6) Antel LPA 185080/8CF 54.60 Profile Platform 6 Antel LPA 80063/4CF 1 Design areas (C per TIAIEIA -222 -F standards- 2 This represents the final loading for Verizon at 122'. According to information provided by SBA, Verizon will remove (6) Antel RWA 80013 antennas and install (6) Antel LPA 80063/4CF antennas for a total loading of (12) antennas and (12) coax at 122'. Evaluation performed with total leased loading in place. 2