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Building Permit #87-11 - 300 CHESTNUT STREET 7/28/2010
MA -gossyq-) BUILDING PERMIT NORTH O�ttec ibq�0 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION * ,� Permit NO: �r Date Received so ��SSACH►15 �� Date Issued: IMPORTANT: Applicant must complete all items on this page' LOCATION 3r,,,- C l ei t t -5""t _ Print PROPERTY OWNEI - Print MAP 210 aq? c PARCEL; ZONING DISTRICT: Historic District yes Z2 (G 4 `-W C Ccv2 -V0,4 . o Machine Shop Village yes TYPE OF IMPROVEMENT . PROPOSED USE Residential Non- Residential New Building One family edition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg if t�1 e Demolition Other �` ` �' 7Watershed Septic Well _ Floodplain Wetlands istrict Water/Sewer DESGRIPIIUN Ur VVUKrt Iv DCrr«rkommw. s FQ 1 /L;e /V�K% .5 gAl �n 6 Oki &' J E j ?✓�lr^ l l New C U -I d a U 4J"1 e,4 �l�i / y 1�� C��L�yWI•-%��/�n.e t� �C;ZQ f'T Identification Please Type or Print Clearly) OWNER: Name: Sof} Phone: 56 / 94y Address: dao �,v �e� Soknd ctr'd�wr /U�t1 .Qacc. �c�.fch TZ 33YF'� CONTRACTOR Name: -t A C )« d 2• Phone: ` E0 & Address: Supervisor's Construction License: 7. 15- Exp. Date: Home Improvement License: Exp. Date; ARCHITECT/ENGINEER MOfyU ✓t A-CLO(IJ, Phone: Address:a, U.�,'�Qr1%Ey ��t� , / �G�n ft Oc-� l'L. Reg. No. 3o q3! FEE SCHEDULE. BOLDING PERMIT.- $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $iGuU FEE: $ Check No.: Receipt No.:_a NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund <'' �'' Si Signature of Agent/Owner g nature of contractor Location ?00 es-�,n —Ile No. C2 :x Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ ee $ Building/Frame Permit F Foundation Permit Fee Other Permit Fee TOTAL Check 1,42d 0-3 Building Inspector Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private (septic tank, etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED PLANNING & DEVELOPMENT COMMENTS DATE APP R VED _71w 9%. V CONSERVATION Reviewed on Siqnature COMMENTS HEALTH Reviewed on Siqnature -3OMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes a Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Siqnature & Date Driveway Permit DPW Town Engineer: Signature: t_ocatea 364 usgooa Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine NOTES and DATA — For department use J w� C-) ❑ Notified for pickup - Date i Doc.Building Permit Revised 2010 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Building Permit Revised 2008 NETWORK BUILDING & CONSULTING, LLC* ERic KALLIO MOBILE: 97B.BOB.B25B SITE AcquiSITION SPECIALIST OFFICE: 978.80B.B25E3 EKALLIO@NBrLLC.rom WWW. N ETWO RKSLI I LID ING, CO M WE ARE NETWORK BUILDING & CONSULTING, LLC, A TEAM OF I PROFESSIONALS DEDICATED TO MEETING THE NEEDS OF OUR CLIENTS. WE HAVE THE BEST PEOPLE WORKING FOR NEI&C, AND OUR REPUTATION 19 kEY TO OUR PAST AND FUTURE SUCCESS. OUR CLIENTS AND OUR a. EMPLOYEES ARE THE TOP PRIORITIES OF OUR ORGANIZATION. Location me Date 2�j building Inspector 2 '17, -1- 140*Th TOWN OF NORTH ANDOVER 01 Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ -/O/�-/ Check # 2�j building Inspector 2 '17, -1- + R ti O� M0.TFj �1N �R& CH�St4 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 87-2011 Date: October 14, 2010 THIS CERTIFIES THAT THE BUILDING LOCATED ON 300 Chestnut Street, North Andover, MA 01845 MAY BE OCCUPIED AS equipment upgrade on a wireless tower IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Fee: 100.00 Receipt: d'yI .,IOtt SBA Network Services, Inc. 117 Precourt St. Biddeford, ME 04005 Building Inspec or I M t U) m m m m m CO) C � CO) 10 CD c") Z CD O o. r CLIm C2 =. a� CD -v o p CL c� CD 0 a0 co CD CO) 10 CD O d O y C 0 CO) 0 �F CD m CD CO) CD CO) 0 CCD O CCD o c/) 2 rn O C G O of 2 O -• MEC -3 � H Q: O < O 10 y O =m 0m n O H 0 CL � T Z m em y to = � m H T m aid p y O O O y p O On 7 C Om+ O OZ y CC2 :� 00 W m M -I O H c C-)= c n w CD ca O p� H a d CLa H �1 iC ? N N 1 7 W d N� oC: m�o m W co) n� o ^; 0 o = h . W y 0 ^ O. tv 7d W y 0 GENERAL BUILDING NOTES/CHECKLIST- NOT LIMITED TO ITEMS BELOW 1-� POST ALL LOT NUMBERS, ADDRESS, AND PERMIT (COPY OK)..or no inspections INSPECTIONS: (Minimum) Excavation, Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain - pipe/stone/fabric filter/cover and outlet connection. FRAME: Fireblock - over girts/plates between floor joist Penetrations for plumbing, heat, elec, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters - watch bearing at walls. Ridge & Hip - Provide proper connections. Cathedral roof rafters provide proper connections and use "Hurricane Clips" tie to plate. Stair stringers - watch cuts and heal support. Joist hangers - fully nailed w/ hanger nails. Sill plates 2-2X6 (1 PT) w/sill seal. Girls - solid brick or steel plate bearing of foundations '/ " air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. Check headroom clearances - stairways, under beams , U Attic Access. (min. 22x30 w/3' headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior (not in soffit). Firecode S/R wood frame of "0" clearance fireplaces & stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8% of floor area. of required glazing shall be openable. Bedrooms required min. 2044 egress window or door. Vent attic spaces - "proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing - Smoke Chamber - Finish Smooth parging, clean joints, 8" solid @ combust. DECKS: Lag to house, provide flashing. Rails min. 36 " high, Baluster max space 5" on center. Over 8' above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re -inspection fee'- $30.00 (Be Ready). Certificate of occupancy required -prior to occupying structure. APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION Building Permit # ADDRESS/LOCATION OF PROPERTY: -300 ^ � f 6 Parcel SUBDIVISION O ;-', Lot Number DATE REQUESTED FILEDIREADY FOR INSPECTION CLOSING DATE ON PROPERTY: FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TWENTY DOLLARS $20.00) WILL BE CHARGED IF THF sTR1 Ir' T1 JQF MEET ALL APPLICABLE CODES. i emit 1.rS"3ucti tiri: 5-6ANe4coork -I- Address 11"? eCcic cr �a . idd e Coc-d N!aouoo 5 SIGNED CONSERVATION NNING' DPW, WATER METER SEWERIWATER CONNECTION NOTE RO TING 171 DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW Signature File: Application for OC form revised Jan 2007 h* TOWN OF NORTH ANDOVER, MASSACHUSETTS FINAL CONSTRUCTION CONTROL AFFIDAVIT PROJECT TITLE: SSA TOWER PROJECT NUMBER: MA-BOS5493z / MAI 085 PROJECT LOCATION: 300 CHESTNUT ST, NORTH ANDOVER, MA 01845 SCOPE OF PROJECT: WIRELESS TELECOMMUNICATIONS EQUIPMENT UPGRADE In accordance with Section 116.0 of the Massachusetts State Building Code, 1, Robert J Lara, Massachusetts Registration No.: 30931, being a registered professional Architect (Architect/Engineer) hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Ar�l�itestulr�Strus�ral Meehaaieal Fire pr -et. ETeetrTeal plumbs•, , Entire Project Other Spee f .) for the above named project, and that to the best of my knowledge such plans, computations and Specifications meet the intent of applicable provisions of the 780 CMR Massachusetts State Building Code, all acceptable Architectural and Engineering practices, and applicable laws and ordinances under the scope of the proposed project. 1 further certify that I have performed the necessary professional services and either my representative or I have been present on the construction site on a regular and periodic basis as deemed necessary to determine that the work has proceeded in accordance with the documents approved for the building permit and shall be responsible for the following as specified in 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 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. Pursuant to Section 116.4, I have periodically submitted a progress reports (as deemed necessary) together with pertinent comments to the Building Official. Upon completion of the work, 1 am submitting this as a final report as to the satisfactory completion and readiness of the project for occupancy. i;- r 1 Architect or Engineer/Mass Reg. No.: Obert Jrra, 30931 :..: Company: Morrison Hershfield Corporation Address: 2 South Universih• Drive, #245 Plantation FL 31324 Telephone: 954-577-4655 Please note: Hard copies only Signed: October 7, 2010 Exhibit A Progress Report Submitted to: Building Department Town of North Andover 1600 Osgood Street North Andover, MA 01845 Inspection Date: September 07, 2010 Project Name: Clearwire Site BOS5493z Location: 300 Chestnut Street, North Andover, AIA 01845 Scope of Work: Placement of Antennas and Equipment Cabinet Final Inspection is based on careful evaluation of observed conditions to extent reasonably possible. The following are field notes and observations: 1. Backhaul dish antennas and coax lines installed. BH dish #3 is a different model than what is on approved drawings. 2. Wimax Antennas and coax lines installed. 3. Coax zip tied and routed on inside face of guyed tower 4. GPS attached to waveguide bridge. 5. New outdoor equipment cabinet installed per drawings and grounded. 6. Cabinet Platform is pre-engineered 3' X 6' and 17" above ground w/ 6 legs. 7. Wood fence installed per drawings 8. Electrical installed per drawings y1w View of dish and panel Antennas on Tower View of cabinet, and wood fence enclosure ff �I , fl View of cabinet, and wood fence enclosure dP# TOWN OF NORTH ANDOVER, MASSACHUSETTS CONTROLLED CONSTRUCTION AFFIDAVIT PROJECT TITLE: SBA TOWER PROJECT NUMBER: MA-BOS5493z / MA1085 PROJECT LOCATION: 300 CHESTNUT ST, NORTH ANDOVER, MA 01845 SCOPE OF PROJECT: WIRELESS TELECOMMUNICATIONS EQUIPMENT UPGRADE In accordance with Section 116.0 of the Massachusetts State Building Code (780 CMR), I ROBERT J. LARA Massachusetts Registration No.: 30931 being a registered professional (Architect/Engineer) hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural Structural Mechanical Fire Prot. Electrical Plumbing Entire Project X 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 780 CMR and all applicable Architectural and Engineering practices for the proposed zn project. I further certify 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 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 116.2.2: 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. Review and approval of the quality control procedures for all code -required controlled materials. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to detennine, in general, if the work is being performed in a mariner consistent with the construction documents. Pursuant to Section 116, I shall submit reports as required together with pertinent comments to the Building Official. Upon completion of the work, I shall submit a final report indicating that work has been performed in accordance with the plans and 780 CMR. ARCH/, Architect or Engineer/Mass Reg. N VRbert La #30931 U �O9-5,N en Company Morrison Hershfield Corporation d loll Address 2 South Universitv Drive, Suite 245, Plantation, FL 33324 Telephone 954-577-4655 LTH 0i NOTARY S ATEMENT: Sub scri nd !ornn to b fore me this 07'h day of October, 2010 M(ice Notaryf ublic NOTARY PUBLIC -STATE OF FLORIDA nQ """• Joseph N. Gardiner My Commission Expires: ���Q. 0110 ? � l ( :Commission#DD717950 00 '� ,'` Expires: SEE 23, 2011 BONDED MRU ATLAYrIC BONDING CO,, INC. Clearwire Legacy LLC Check Date : 02-JUL-10 No. 00226313 ArcrorereTaill �SMJIOAK Vendor Name - TOWN OF NORTH ANDOVER Invoice Number Invoice Date Description Doc Amount Discount Amount Extended Amount CROO106101 30 -JUN -10 MA-BOS5493 BP FEES '3 Cno C PELTAI V 420.00 0.00 420.00 420.00 0.00 420.001 O FM4 0 W o asv O w Cf) ° � GO z w w U cz G X0 o c� p c 4 q w x 0 w W p w cn co G tw x Ux p w G w z w W-4 m z cn - Q cn i s ..c'5 Yy. C o CL t EI = R o d' y = 1600 cted• gym+ C D :R C f, I'Stl ° 47 i Q c .3 O� ` to.OO rno.ii- 'L3E ya' CD �� mCL 3 IS N_ CD 3 .. ;o +� C N e0 C O ECD 0 m O N_ O m cr. O vJ S. �O . m O �„+ m C-32 O ;L O ` O Q� O. C m N C �C 40 MCD v1 O rt0+ m Lij L W CO •fNA .o•C dOZ U HO .5mO y Qo- y� _ S�Z CLM . z 0 W W I M 0 CO CM ca 'fl �O LeCD O m m CD CD CD O _cc a 0. CMQ co c „o o Cc d c O ZD Z C CL V CO) C � C CL CO2 SBA� �Jlli I J�1 LETTER OF AUTHORIZATION Date: February 24, 2010 SBA Site ID: MAo1o85-A/North Andover Property Located at: goo Chestnut Street, North Andover, MA 01845 THE CITY/COUNTY OF: NORTH ANDOVER / ESSEX APPLICATION FOR ZONING%USE/BUILDING PERMIT To Whom It May Concern: This letter authorizes Clearwire and its authorized agents to file for all necessary zoning, planning and building permits (local, state and federal) for the purposes of installing, operating and maintaining a telecommunications facility at the site/property referenced above on behalf of SBA Properties, Inc. All approval conditions that may be granted to Clearwire in connection with this facility relating to this specific application are the sole responsibility of Clearwire. Thank you, SBA Properties, Inc. By: Name: Jason Silberstein Its: Sr. VP, Property Management Date: 02 / 24 / 2010 Sworn and subscribed this "T day of , 2010 Vol DEBORAH L MARTINEZ MY COMMISSION i DD 701255 NOTA Y PUBLIC '` * EXPIRES: August 8, 2011 �rAIFOF F\oP Bm&dThrU60 N0tq S8fVkeS SBA Properties, Inc.: t 5900 Broken Sound Parkway IIW r! Boca Raton, FL 33481-1197 r Phone: 561-995-7610 fax: 561-995-1626 i www.sbasite.com v m m v 0 o m 0 O O N 0 O 0 O 0 U) O I- X co CA. ao r CL c N W I— O cnD� W ON -moi rn n U) D m x r I c 0° m ori T0C� X m aDa, a n r Dcom`° T � � O 0 � Cl1O-iA G b O 2 D N b /�^ v , !1'� > o� o c mrnz' 1 Z 0 m go M O �m 2 cn-n„c v o o ;u: -U,n a vm a O rnoON m w w f7 w 00 ,4p 00 0003 v 000 to m cao Z D�3 CD W W< EL a D N D 111 rn= ccOo G 2 v °o co cQ r ctoo cCo co co coo�p r C v ” � CD Ch. N> CO) DDDR � 0341 v CD os. N�Z oo o n co z O 1 DDDo woC) OX O rrM c C m a O O y Z > > > cD(Dwe Z my as> cD (D w0 0 <"' Z p a NN Z -0 3 11 co ao Z 00 -0 Z NODy rn� 00 7 7 O O V H O 0_a 000-� 0 �— wwW0 Sl 90 d CD 4h, O O to ul I- X co CA. ao r CL c N W I— O cnD� W ON -moi rn n � D m 0 r I c 0° ooxCD ori T0C� X m aDa, a n r Dcom`° T � � O cCD o � Cl1O-iA G b O D N b /�^ v , !1'� > o� o z z 0 r- 0 O Om ai m m �mcomm o_0 ami --I O -u G o v 0 am(D om aoaoaooCD D rn m0 mo vi coo r (� v-' p a 0 m Q 0 m r 0 c m �c 3 0 r m oo w Z �N n N N" _ m z c U� � ;p ;p -1 CD A o CL a� m 0 m N 0 0 05 0 m K .o m07Cpm v EL p W o f/1 CD 0 Go f� o M n o N O D c 0° ooxCD ori T0C� aDa, a r- Dcom`° O � � n Cl1O-iA G W N O N r- 0 O Om ai m m �mcomm o_0 ami --I O -u G o v 0 am(D om aoaoaooCD D rn m0 mo vi coo r (� v-' p a 0 m Q 0 m r 0 c m �c 3 0 r m oo w Z �N n N N" _ m z c U� � ;p ;p -1 CD A o CL a� m 0 m N 0 0 05 0 m K .o m07Cpm v EL p W o f/1 CD 0 Go f� o M n o N O Structural Analysis for SBA Network Services, Inc. 152' Guy Tower Site Name: North Andover Site Ib: MA010$5-A FDH Project Number 09-07148E S1 Prepared By: Trent T. Snarr, EI Project Engineer Reviewed By: J. Darrin Holt, Ph.D. PE President MA PE License No. 47696 FDH Engineering, Inc. 2730 Rowland Road Raleigh, NC 27615 (919)-755-1012 info@fdh-inc.com August 14, 2009 MA- AQS5�9'3 Prepared pursuant to ANSIITIA-222-G Structural Standard for Antenna Supporting Structures and Antennas 2730 Rowland Road, Raleigh, NC 27615 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14, 2009 TABLE OF CONTENTS EXECUTIVE SUMMARY.............................................................. Conclusions Recommendations APPURTENANCE LISTING........................................................... 4 RESULTS................................................................................ . GENERAL COMMENTS............................................................... LIMITATIONS........................................................................... APPENDIX................................................................................ 10 2 2730 Rowland Road, Raleigh, NC 27615 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14, 2009 EXECUTIVE SUMMARY At the request of SBA Network Services, Inc., FDH Engineering, Inc. performed an analysis of the existing guy tower located in North Andover, MA to determine whether the tower is structurally adequate to support both the existing and proposed loads, pursuant to the Structural Standard for Antenna Supporting Structures and Antennas, ANSI/TIA-222-G. Information pertaining to the existing/proposed antenna loading, current tower geometry, member sizes, and soil parameters was obtained from: o Sterling Engineering (Project No. 061-697) Structural Analysis Report dated February 17, 2005 o Sterling Engineering (Project No. 061-575) tower reinforcement drawings dated May 25, 2004 o URS Greiner (Job No. 0535525.03) Existing Tower Elevation and Layout dated October 7, 1998 o FDH Engineering, Inc. (Project No. 04-0333E) Dispersive Wave Propagation Testing of an Existing Tower Foundation dated April 14, 2004 o Geotechnologies, Inc. (Project No. 1 -04 -0498 -EA) Report of Subsurface Investigation dated April 23, 2004 o FDH, Inc. (Project No. 05-0656T) TIA/EIA Inspection Report dated June 30, 2005 o SBA Network Services, Inc. The basic design wind speed per ANSIITIA-222-G standards is 105 MPH without ice and 40 MPH with 1" radial ice. Ice is considered to increase in thickness with height. Conclusions With the current loading and proposed antennas from Clearwire in place at 144 ft and 140 ft, the tower meets the requirements of the ANSIITIA-222-G standards provided the Recommendations listed below are satisfied. Furthermore, provided the foundations were reinforced per Sterling Engineering's modification drawings (see Sterling Project No. 061-575), the foundations should have the necessary capacity to support the existing and proposed loading. For a more detailed description of the analysis of the tower, see the Results section of this report. Our structural analysis has been performed assuming all information provided to FDH Engineering, Inc. is accurate (i.e., the steel data, tower layout, current antenna loading, and proposed antenna loading) and that the tower has been properly erected and maintained per the original design drawings. Recommendations To ensure the requirements of the ANSIITIA-222-G standards are met with the existing and proposed loading in place, we have the following recommendations: 1. Coax lines must be installed as shown in Figure 1. 2. The RRH units should be installed directly behind the proposed antennas. 3. The future mounts for Verizon at 100' must be 12' lightweight T -Frames or equivalent. 3 2730 Rowland Road, Raleigh, NC 27615 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14, 2009 APPURTENANCE LISTING The proposed and existing antennas with their corresponding cables/coax lines are shown in Table 1. If the actual layout determined in thefield deviates from this layout, FDH Engineering, Inc. should be contacted to perform a revised analysis. Table 1 — Appurtenance Loading Existing Loading: 1 See Figure 1 for coax location. 2 Currently, there is no loading installed at 100' for Verizon. According to information provided by SBA, Verizon may install up to (12) Swedcom SE 9012 antennas and (12) 1-5/8" coax at 100'. Analysis performed with the full leased loading in place. 3 Currently, Sprint has (1) 1/4" coax installed to 64.37'. According to information provided by SBA, Sprint may install (1) 1/2" coax at 64.37'. Analysis performed with the leased loading in place. Proposed Loading: 4 2730 Rowland Road, Raleigh, NC 27615 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com w 1 155.74 (1)1-1/4' Arch (1) Pipe Mounts assumed (1) Scala OGB9-900K Omni 2 155.74 (1) 1-1/4" Skytel (1) Pipe Mountsassumed)(1) Scala OGB9-900K Omni 3 135 (1)7/8' Skytel (1) Standoff assumed (1) 10' x 2.5" Omni 4-15 130.41 (15)1-5/8" Sprint (3) 12' Lightweight (6) RFS APXV86-906513-C T -Frames assumed 6 Decibel DB950F65T2E-M 16-27 120 (12)1-5/8- Cingular (3) T -Frames (12) CSS DUO1417-959-00 6 TMA's 28 117 (1)1/2- WBZ (1) Standoff (1) 10'x 1.75" Omni 29-40 1002 (12)1-5/8- Verizon (3) 12' Lightweight T- Frames (12) Swedcom SE 9012 41 84.16 (1)7/8- Arch (1) Standoff (1) Decibel DB495-C Omni 42 64.373 (1)1/2" Sprint Flush (1) Trimble 23620-20 GPS 43 55.87 (1)1/4- Arch (1) Pipe Mount (1) Channel Master 3040646 Dish 44 20.15 (1)1/4- -- Flush (1) Trimble 23632-20 GPS 1 See Figure 1 for coax location. 2 Currently, there is no loading installed at 100' for Verizon. According to information provided by SBA, Verizon may install up to (12) Swedcom SE 9012 antennas and (12) 1-5/8" coax at 100'. Analysis performed with the full leased loading in place. 3 Currently, Sprint has (1) 1/4" coax installed to 64.37'. According to information provided by SBA, Sprint may install (1) 1/2" coax at 64.37'. Analysis performed with the leased loading in place. Proposed Loading: 4 2730 Rowland Road, Raleigh, NC 27615 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com (1) 1/2" FUTURE COAX FOR SPRINT TO 64.37' (1) 7/8" EXISTING COAX - FOR SKYTEL TO 135' (3) 7/8" PROPOSED COAX (4)1/2" PROPOSED COAX FOR CLEARWIRE TO 144'& 140' (12) 1-5/8" FUTURE COAX FOR VERIZON TO 100' 00 (1) 7/8" EXISTING COAX (1) 1/4" EXISTING COAX FOR ARCH TO 84.16'& 55.87' Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14, 2009 (12)1-5/8" EXISTING COAX FOR CINGULAR TO 120' (15) 1-5/8" EXISTING COAX 0l FOR SPRINT TO 130.41' O/00n- (1) 1/4" EXISTING COAX TO 20.15' O CLIMBING FACE (1) 1/2" EXISTING COAX FOR WBZ TO 11 T • =PROPOSED (2) 1-1/4" EXISTING COAX FOR ARCH & SKYTEL TO 155.74' =FUTURE O = EXISTING Figure 1 — Coax Layout 5 2730 Rowland Road, Raleigh, NC 27615 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14, 2009 RESULTS The following yield strength of steel for individual members was used for analysis: Table 2 - Material Strength Table 3 displays the summary of the ratio (as a percentage) of force in the member to their capacities. Values greater than 100% indicate locations where the maximum force in the member exceeds its capacity. Note: Capacities up to 105% are considered acceptable. Table 4 displays the factor of safety for each guy level. Values less than 1.0 indicate overstressing. Table 5 displays the maximum foundation reactions. If the assumptions outlined in this report differ from actual field conditions, FDH Engineering, Inc. should be contacted to perform a revised analysis. Furthermore, as no information pertaining to the allowable twist and sway requirements for the existing or proposed appurtenances was provided, deflection and rotation were not taken into consideration when performing this analysis. See the Appendix for detailed modeling information Table 3 — Summary of Working Percentage of Structural Components elr o a r i o 01osiiFC1� Legs 50 ksi (assumed) Diagonals 36 ksi (assumed) Horizontals 36 ksi (assumed) Table 3 displays the summary of the ratio (as a percentage) of force in the member to their capacities. Values greater than 100% indicate locations where the maximum force in the member exceeds its capacity. Note: Capacities up to 105% are considered acceptable. Table 4 displays the factor of safety for each guy level. Values less than 1.0 indicate overstressing. Table 5 displays the maximum foundation reactions. If the assumptions outlined in this report differ from actual field conditions, FDH Engineering, Inc. should be contacted to perform a revised analysis. Furthermore, as no information pertaining to the allowable twist and sway requirements for the existing or proposed appurtenances was provided, deflection and rotation were not taken into consideration when performing this analysis. See the Appendix for detailed modeling information Table 3 — Summary of Working Percentage of Structural Components elr o a r i o 01osiiFC1� T1 152-146 Leg P2.5x.276 GR 18.5 Pass Diagonal L21/2x21/2x7/16 12.7 Pass Horizontal L31/2x4x7/16 5.8 Pass Top Girt L31/2x4x7/16 0.5 Pass Bottom Girt L3 1/2x4x7/16 3.6 Pass T2 146-136 Leg P2x0.30 GR 53.1 Pass Diagonal L13/4x13/4x3/16 83.1 87.4 b Pass Horizontal P2x.218 1.8 Pass Top Girt P2x.218 7.3 Pass Bottom Girt P2x.218 3.9 Pass T3 136-126 Leg P2x0.30 GR 71.1 Pass Diagonal L1 3/4x1 3/4x3/16 59.9 Pass Horizontal P2x.218 2.8 Pass Top Girt P2x.218 3.5 Pass Bottom Girt P2x.218 1.4 Pass T4 126-116 Leg P2x0.30 GR 74.0 Pass Diagonal L1 3/4x1 3/4x3/16 50.9 Pass Horizontal P2x.218 3.1 Pass Top Girt P2x.218 0.9 Pass Bottom Girt P2x.218 3.1 Pass A 2730 Rowland Road, Raleigh, NC 27615 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14, 2009 2730 Rowland Road, Raleigh, NC 27615 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com T5 116-106 Le P2x0.30 GR 68.6 Pass Diagonal L1 3/4x1 3/4x3/16 69.1 Pass Horizontal P2x.218 1.5 Pass Top Girt P2x.218 3.2 Pass Bottom Girt P2x.218 4.0 Pass T6 106-96 Leg P2x0.30 GR 46.3 Pass Diagonal L13/4x13/4x3/16 102.0 103.7 b Pass Horizontal P2x.218 2.4 Pass Top Girt P2x.218 4.4 Pass Bottom Girt P2x.218 13.8 Pass T7 96-90 Leg P2.5x.276 GR 48.4 Pass Diagonal L21/2x21/2x7/16 16.6 Pass Horizontal L31/2x4x7/16 11.2 Pass Top Girt L31/2x4x7/16 4.2 Pass Bottom Girt L3 1/2x4x7/16 6.1 Pass T8 90-80 Leg P2x0.30 GR 59.8 Pass Diagonal L1 3/4x1 3/4x3/16 50.2 Pass Horizontal P2x.218 1.9 Pass Top Girt P2x.218 4.6 Pass Bottom Girt P2x.218 1.9 Pass T9 80-70 Leg P2x0.30 GR 62.5 Pass Diagonal L1 3/4x1 3/4x3/16 31.5 Pass Horizontal P2x.218 1.9 Pass Top Girt P2x.218 2.0 Pass Bottom Girt P2x.218 1.1 Pass T10 70-60 Leg P2x0.30 GR 64.2 Pass Diagonal L1 3/4x1 3/4x3/16 23.0 Pass Horizontal P2x.218 1.9 Pass Top Girt P2x.218 1.0 Pass Bottom Girt P2x.218 1.1 Pass T11 60-50 Leg P2x0.30 GR 65.2 Pass Diagonal L1 3/4x1 3/4x3/16 38.4 Pass Horizontal P2x.218 2.0 Pass Top Girt P2x.218 1.9 Pass Bottom Girt P2x.218 2.0 Pass T12 50-40 Leg P2x0.30 GR 74.2 Pass Diagonal L1 3/4x1 3/4x3/16 48.5 Pass Horizontal P2x.218 2.0 Pass Top Girt P2x.218 2.8 Pass Bottom Girt P2x.218 8.3 Pass T13 40-30 P2x0.30 GR 71.9 Pass 'Leg Diagonal L1 3/4x1 3/4x3/16 24.8 Pass Horizontal P2x.218 2.2 Pass Top Girt P2x.218 3.2 - Pass Bottom Girt P2x.218 1.1 Pass T14 30-20 P2x0.30 GR 74.0 Pass 'Leg Diagonal L1 3/4x1 3/4x3/16 15.1 Pass Horizontal P2x.218 2.2 Pass Top Girt P2x.218 1.0 Pass Bottom Girt P2x.218 1.1 Pass T15 20-10 Leg P2x0.30 GR 76.7 Pass Diagonal L1 3/4x1 3/4x3/16 26.3 Pass 2730 Rowland Road, Raleigh, NC 27615 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14, 2009 fi . 4 R '4ywM` 99 ] Horizontal P2x.218 . - 2.3 Pass— Top Girt P2x.218 1.1 Pass Bottom Girt P2x.218 1.7 Pass T16 10-0 Leg P2x0.30 GR 79.8 Pass Diagonal L1 3/4x1 3/4x3/16 34.3 Pass Horizontal P2x.218 2.3 Pass Top Girt P2x.218 1.8 Pass Bottom Girt P2x.218 7.1 Pass `Gapac4ties include 113 allowable Increase Tor wind. **Diagonal Bolts assumed to be grade A325X. Table 4 — Guy Wire Factor of Safety * Factor of Safety must be greater than or equal to 1.0 per ANSI/TIA-222-G standards. Table 5 — Maximum Base Reactions Tower Base 3 k 105 k 74 k -ft 40 k 274 k 111 k -ft Inner Anchor 34 k 27 k — 28 k 28 k — Outer Anchor 18 k 18 k — 28 k 28 k — 1 Current analvsis reactions are within an allowable factor of 1.35 when the oriainal desion reactions are based on an allowable stress design per ANS11TIA-222-G. 2 The reactions listed are from the combined forces from all guy wires at each respective anchor location. 3 Modification design reactions capacities determined by Sterling Engineering and Design Group, Ltd. (Report No. 061- 697) Structural Analysis Report dated February 17, 2005. Table 6 — Maximum Antenna Rotations at Service Wind Speed (Proposed Antennas Only) L tce t h* r. a� g t zI,-f-- 1 j V.44}oda �a5 Andrew' 11.1 11 ' • - 1 1.1 1 1 *Allowable tilt and twist values to be reviewed by Clearwire. 0 2730 Rowland Road, Raleigh, NC 27616 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A August 14, 2009 GENERAL COMMENTS This engineering analysis is based upon the theoretical capacity of the structure. It is not a condition assessment of the tower and its foundation. It is the responsibility of SBA Network Services, Inc. to verify that the tower modeled and analyzed is the correct structure. If there are substantial modifications made to the appurtenance loading provided, FDH Engineering, Inc. should be notified immediately to perform a revised analysis. LIMITATIONS All opinions and conclusions are considered accurate to a reasonable degree of engineering certainty based upon the evidence available at the time of this report. All opinions and conclusions are subject to revision based upon receipt of new or additional/updated information. All services are provided exercising a level of care and diligence equivalent to the standard and care of our profession. No other warranty or guarantee, expressed or implied, is offered. Our services are confidential in nature and we will not release this report to any other party without the client's consent. The use of this engineering work is limited to the express purpose for which it was commissioned and it may not be reused, copied, or distributed for any other purpose without the written consent of FDH Engineering, Inc. 2730 Rowland Road, Raleigh, NC 27615 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com APPENDIX Structural Analysis Report SBA Network Services, Inc. Site ID: MA01085-A Auqust 14, 2009 10 2730 Rowland Road, Raleigh, NC 27615 Ph: (919) 755-1012 Fax: (919) 755-1031 info@fdh-inc.com t6zon twon tas.on 11bOn 1t6_On tOnOn 86.0 n mon exon A.Ofl 60.0fl w.on Soon a.o n to.on non ..1-_-. ` R=tro.mn FDHEngineering, Inc ' North Andover, MA01085-A a-FM2730 Rowland Road 88.971 s1 -- "-' Raleigh, NC 27615 a"`t SBA Nety k Services wv An ym Phone: 919755-1012 COOK' TIX2221a FAX -919-756-1031 �' e1" E-1 e F eel F N 7 3 F � I A t6zon twon tas.on 11bOn 1t6_On tOnOn 86.0 n mon exon A.Ofl 60.0fl w.on Soon a.o n to.on non ..1-_-. ` R=tro.mn FDHEngineering, Inc ' North Andover, MA01085-A a-FM2730 Rowland Road 88.971 s1 -- "-' Raleigh, NC 27615 a"`t SBA Nety k Services wv An ym Phone: 919755-1012 COOK' TIX2221a FAX -919-756-1031 �' e1" E-1 Town of North Andover, MA - Building Department Town of North Andover Building Department Contact Gerald Brown, Inspector of Buildings Brian Leathe, Local Building Inspector Mary Ippolito, Department Assistant Address: 1600 Osgood Street, North Andover, MA 01845 Page 1 of 2 120 Main Street, North Andover, MA 01845 ph: (978) 688-9500 Phone: 978-688-9545 Fax: 978-688-9542 Hours: Monday through Friday 8:30-4:30 Building Inspector office hours: 8:30-10:00, 1:00-2:00 or by appointment. Electrical, Plumbing, Gas Inspector office hours: 7:30-9:00 Frequently Asked Questions HELPFUL LINKS Building Department Personnel Name Title Gerald Brown Inspector of Buildings Brian Leathe Building Inspector Jimmy Diozzi Plumbing Inspector Peter Murphy Electrical Inspector Jeannine McEvoy Department Assistant Office Hours 8:30-10:00 AM and 1:00-2:00 PM 8:30-10:00 AM and 1:00-2:00 PM 7:30 - 9:00 AM 7:30 - 9:00 AM 8:30 - 4:30 AM Chapter _82_ -_Demolition Delay Bylaw SAFETY YIPS New Seventh Edition_ of the Code_ for Single and Two Family Dwellings & New License Requirements_(includinggrandfathered license procedures) The new Seventh Edition Building Code for One- and Two -Family Dwellings became effective on April 1, 2007. 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Premises and Use. SBA PROPERTIES, INC., a Florida corporation ("Owner") leases to CLEAR WIRELESS LLC, a Nevada limited liability company ("Tenant'), the site described below: Tower antenna space; Ground space for placement of Pad or Shelter ("Shelter") for Tenant's base station equipment consisting of approximately 49 square feet; and space required for Tenant's cable ladders, cable runs and cable bridges to connect telecommunications equipment and antennas, in the location shown on Exhibit A, together with a non-exclusive easement for reasonable access thereto and to the appropriate, in the discretion of Tenant, source of electric and telephone facilities (collectively, the "Site"). The Site will be used by Tenant for the purpose of installing, removing, replacing, modifying, maintaining and operating, at its expense, a telecommunications service system facility consisting of the antenna(s) and related equipment set forth on Exhibit B (the "Equipment"). If Tenant desires to place equipment on the Site in addition to that listed on Exhibit B, Owner and Tenant will negotiate the placement of the additional equipment and the associated increased rent. The placement of substitution equipment in accordance with Section 9 shall not constitute additional equipment unless the same shall utilize additional space or capacity. Tenant will use the Site in a manner which will not unreasonably disturb the occupancy of Owner's other tenants. 2. Term. The "Initial Term" of this Agreement shall be three (3) years beginning on the date set forth below ("Commencement Date") and terminating on the third anniversary of the Commencement Date. This Agreement will automatically renew for four (4) additional terms (each a "Renewal Term") of three (3) years each, unless Tenant provides notice of its intention not to renew not less than sixty (60) days prior to the expiration of the Initial Term or any Renewal Term, COMMENCEMENT DATE: The earlier of the date Tenant begins installation of its Equipment at the Site or January 1, 2010. 3. Rent. Beginning on the Commencement Date rent will be paid in equal monthly installments of Two Thousand Four Hundred and no/100 Dollars ($2,400.00) ("Rent"), in advance, due on the first day of each month, partial months to be prorated on a thirty (30) day month. Rent will be increased annually on the anniversary of the Commencement Date (during the Initial and all Renewal Terms) by 4% of the monthly rate in effect for the prior year. This Agreement shall be effective on the date last executed by the parties provided that Rent shall be subject to change at the discretion of Owner if this lease is not executed by Tenant and returned to Owner by September 25, 2009. Clearwire/Clear Wireless July 22, 2009 Tenant Site ID: MA-BOS5493 Tenant Site Name: 300 Chesnut 4. Security Deposit. Intentionally omitted. 5. Title and Quiet Possession. Owner represents and agrees (a) that it is in possession of the Site as fee owner ("Owner"); (b) that if applicable, Owner will provide to Tenant a copy of the ground lease with financial and other confidential terms redacted; (c) that it has the right to enter into this Agreement and has obtained any consents required by the ground lease; (d) that the person signing this Agreement has the authority to sign; and (e) that Tenant is entitled to the quiet possession of the Site subject to zoning and other requirements imposed by governmental authorities, any easements, restrictions, or encumbrances of record throughout the Initial Term and each Renewal Term so long as Tenant is not in default beyond the expiration of any cure period. Notwithstanding anything to the contrary contained in this Agreement, if the Site is subject to a ground lease, either party may terminate this Agreement without further liability upon the termination or expiration of Owner's right to possession of the Site under the ground lease. Owner will not do, attempt, permit or suffer anything to be done which could be construed to be a violation of the ground lease. This Agreement is subordinate to any mortgage or deed of trust now of record against the Site. Promptly after this Agreement is fully executed, if requested by Tenant, Owner will request the holder of any such mortgage or deed of trust to execute a non- disturbance agreement in a form provided by Tenant, and Owner will cooperate with Tenant at Tenant's sole expense toward such an end to the extent that such cooperation does not cause Owner additional financial liability. Tenant will not, directly or indirectly, on behalf of itself or any third party, communicate, negotiate, and/or contract with the lessor of the ground lease, unless Owner's rights under the ground lease have been terminated. 6. Assignment/Subletting. Tenant may not assign or transfer this Agreement without the prior written consent of Owner, which consent will not be unreasonably withheld, delayed or conditioned. However, Tenant may assign or transfer this Agreement without the Owner's prior written consent to any parent, subsidiary or affiliate of Tenant or to any successor to Tenant by merger, consolidation or sale of all or substantially all of its assets or to any entity controlling, controlled by or under common control with Tenant, or to any lender in connection with a financing agreement ("Permitted Transfer"). Except for a Permitted Transfer, an assignment by Tenant will not relieve Tenant of any obligations or liability hereunder; provided, however, that if Tenant assigns or transfers this Agreement to a transferee Tenant initials: Ga Owner Initials - j Site ID: MA01085-A-14 Site Name: North Andover with comparable credit quality, and if Tenant's assignee or transferee expressly assumes Tenant's obligations under this Agreement then, in such event Tenant will be relieved in full of its obligations under this Agreement_ Tenant may not sublease this Agreement. 7. Access and Security. Tenant will have the reasonable right of access to the Tower where its Equipment is located; provided that Tenant must give Owner forty-eight (48) hours prior notice. Tenant will have unrestricted access twenty-four (24) hours a day seven (7) days a week to its Pad or Shelter. In the event of an emergency situation which poses an immediate threat of substantial harm or damage to persons and/or property (including the continued operations of Tenant's telecommunications equipment) which requires entry on the Tower, Tenant may enter same and take the actions that are required to protect individuals or personal property from the immediate threat of substantial harm or damage; provided that promptly after the emergency entry and in no event later than twenty-four (24) hours, Tenant gives telephonic and written notice to Owner of Tenant's entry onto the Site. 8. Notices. All notices must be in writing and are effective when deposited in the U.S. mail, certified and postage prepaid, or when sent via overnight delivery, to the address set forth below, or as otherwise provided by law. Tenant: Clear Wireless LLC Attn: Site Leasing 4400 Carillon Point Kirkland, WA 98033-7353 With a copy to: Clear Wireless LLC Attn: Legal Department 4400 Carillon Point Kirkland, WA 98033-7353 SBA Properties, Inc. 5900 Broken Sound Parkway N.W. 2nd Floor Boca Raton, FL 33487-2797 Attn: Site Administration RE: MA01085-A-14/North Andover Rental Payments: SBA Properties, Inc. P.O. Box 101667 Atlanta, GA 30392-1667 Attn: Accounts Receivable RE: MA01085-A-14/North Andover 9. Installation and Improvements. With the exception of like -kind exchanges, prior to installing or allowing any Equipment to be installed at the Site or making any changes, modifications or alterations to such Equipment, Tenant, at its expense, will obtain all required approvals and will submit to Owner plans, Clearwire/Clear Wireless July 22, 2009 Tenant Site ID: MA-BOS5493 Tenant Site Name: 300 Chesnut specifications and proposed dates of the planned installation or other activity, for Owner's approval which approval will not be unreasonably withheld, conditioned or delayed, including, if reasonably requested by Owner, a tower loading study and/or an intermodulation study performed and certified by an independent licensed professional engineer. The approved plans will be deemed incorporated into this Agreement. All installation of or other work on Tenant's Equipment on the Tower will be at Tenant's sole expense and performed by an approved contractor of Owner or one of its affiliates or subsidiaries. Tenant shall have the option to competitively bid the installation. Such competitive bid shall be commercially reasonable and shall be for the same scope of work, taking into account the same specific site conditions, as Owner's bid. Should the bid received by Tenant from a company other than the Owner or one of its affiliates or subsidiaries be less than Owner's bid for the same work, Owner has the right to match such lower bid and perform the installation. Should Owner not match the lower bid and the bid is from an Owner approved contractor and is within the guidelines specified above, Tenant will be entitled to use such contractor for the installation of Tenant's equipment at the Site. The cost of the installation itself and payment to any contractor(s) performing the installation is the sole responsibility of Tenant. All installations, operation and maintenance of Equipment must be in accordance with Owner's policies set forth in Exhibit D. Owner reserves the right to prohibit operation of any Equipment it reasonably deems to be improperly installed, unsafe or not included in the installation design plan. Owner agrees to cooperate with Tenant's reasonable requests, at Tenant's expense, with respect to obtaining any required zoning approvals for the Site and any improvements. Upon termination or expiration of this Agreement, Tenant shall remove its Equipment and improvements and will restore the Site to the condition existing on the Commencement Date, except for ordinary wear and tear and insured casualty loss. If Tenant fails to remove its Equipment as specified in the preceding sentence, Tenant's Equipment will be subject to disconnection, removal, and disposal by Owner. If Tenant's Equipment remains on the Site after the termination or expiration date (even if it has been disconnected), Tenant will pay to Owner a hold -over fee equal to one hundred twenty-five percent (125%) of the then -effective monthly Rent, prorated from the effective date of termination to the date the Equipment is removed from the Site. During such hold over period, if Tenant does not remove its Equipment within ten (10) days of receipt of written notice from Owner, Owner will have the right (but not the obligation) to disconnect and remove Equipment from the Site. In the event Owner disconnects and removes Equipment, Tenant will pay to Owner upon demand one hundred twenty-five percent (1250/ f Tenant Initials: a Owner Initials: � Site ID: MA01085-A-14 Site Name: North Andover the disconnection, removal and storage expenses incurred by or on behalf of Owner. If the Equipment is not removed by Tenant within forty-five (45) days of receipt of written notice from Owner, Owner shall then have the right to sell the Equipment and deduct therefrom any amounts due under this Agreement, returning the remainder to Tenant. Upon written notice by Owner to Tenant not less than five (5) business days beforehand, unless such notice can not reasonably be provided in which event Owner will give Tenant the earliest possible reasonable notice, Tenant will cooperate with Owner in rescheduling its transmitting activities, reducing power, or interrupting its activities for limited periods of time in the event of an emergency or in order to permit the safe installation of new equipment or new facilities at the Site or to permit repair to facilities of any user of the Site or to the related facilities. 10. Compliance with Laws. Tenant agrees to take the Site in strictly 'as is" condition. Owner represents that the Site, its property contiguous thereto, and all improvements located thereon, are in substantial compliance with building, life/safety, disability and other laws, codes and regulations of applicable governmental authorities. Tenant will substantially comply with all applicable laws relating to its possession and use of the Site and its Equipment. Owner accepts responsibility for the Site's compliance with all tower or building marking and lighting regulations promulgated by the Federal Aviation Administration "FAA" or the Federal Communications Commission 'FCC,' as applicable. Owner represents and warrants that the Site complies with all applicable tower or building marking or lighting regulations promulgated by the FAA or the FCC. Owner agrees that Tenant may install, at Tenant's sole cost and expense as required for Tenant's Equipment, a tower lighting alarm monitoring system (including, but not limited to, commercial power and a dedicated surveillance telephone line) to monitor the status of the tower/building lighting. Owner shall be solely responsible for reporting any lighting outages or malfunctions to the appropriate governmental authorities. Tenant's installation of such tower/building lighting alarm monitoring system will not relieve Owner of its primary responsibility for compliance with all applicable tower or building marking and lighting requirements. 11. Insurance. Tenant will procure and maintain a public liability policy, with limits of not less than $1,000,000 for bodily injury, $1,000,000 for property damage, $2,000,000 aggregate, which minimum Owner may require adjusting at each renewal term, with a certificate of insurance to be furnished to Owner within thirty (30) days of execution of this Agreement and prior to performing any work. Such policy will provide that cancellation will not occur without at least fifteen (15) days prior written notice to Clearwire/Clear Wireless July 22, 2009 Tenant Site ID: MA-BOS5493 Tenant Site Name: 300 Chesnut Owner. Tenant will cause Owner to be named as an additional insured on such policy. 12. Interference. Tenant understands that it is the intent of Owner to accommodate as many users as possible and that Owner may rent space to any other entity or person(s) desiring its facilities. Tenant shall not cause, by its transmitter or other activities, including the addition of any equipment at a future date, interference to Owner or other tenants that have previously commenced rental payments. Tenant shall provide Owner with a list of frequencies to be used at the Site prior to putting said frequencies into operation. If interference occurs which may reasonably have been caused by Tenant, Owner may require that an intermodulation study be conducted at Tenant's cost. If the study identifies that Tenant is not the cause of the interferences, Tenant shall be reimbursed for the cost of the study. If Owner reasonably determines that the interference is caused by Tenant, Owner will notify Tenant and Tenant shall have five (5) business days from date of notice to correct the interference and if not corrected, Tenant shall cease, and Owner shall have all rights to any legal means necessary including injunctive relief and self help remedies to cause Tenant to cease transmission, except for intermittent testing for the purpose of correcting the interference. If interference cannot be corrected within sixty (60) calendar days from Tenant's receipt of Owner's notice, then Owner may terminate this Agreement without further obligations to Tenant. Further, if Owner determines that another tenant at the Site is causing interference to Tenant and the interference is not corrected within sixty (60) days from Owner's determination, and such interference precludes Tenant from using the Site for its intended purpose, Tenant shall have the right, in addition to any other rights that it may have at law or in equity, to bring a court action to enjoin such interference or to terminate this Agreement immediately upon written notice. Owner will require substantially similar interference language as outlined in this paragraph in all future Tenant Agreements related to this Site. 13. Utilities. Tenant will pay for all utilities used by it at the Site and Tenant will install its own electric meter. Tenant will be responsible directly to the appropriate utility companies for all utilities required for Tenant's use of the Site. However, Owner agrees to cooperate with Tenant, at Tenant's expense, in its efforts to obtain utilities from any location provided by the Owner or the servicing utility. Temporary interruption in the power provided by the facilities will not render Owner liable in any respect for damages to either person or property nor relieve Tenant from fulfillment of any covenant or agreement hereof, except the extent that such damages arise from the willful misconduct or negligent action or omission of Owner, its employees, agents or contractors. If any of Tenant's communications Equipment fails because Tenant Initials: a Owner Initials:V��M Site ID: MA01085-A-14 Site Name: North Andover of loss of any electrical power, and the restoration of the electrical power is within the reasonable control of Owner, Owner will use reasonable diligence to restore the electrical power promptly, but will have no claim for damages on account of an interruption in electrical service occasioned thereby or resulting therefrom, except the extent that such Tenant damages arise from the willful misconduct or negligent action or omission of Owner, its employees, agents or contractors. 14. Relocation Right. If determined necessary by Owner to relocate the tower, Owner will have the right to relocate the telecommunications facility of Tenant, or any part thereof, to an alternate tower location (Relocation Site) on Owner's property; provided, however, that such relocation will (i) be at Tenant's sole cost and expense, (ii) not unreasonably result in any interruption of the communications service provided by Tenant on Owner's property, (iii) not impair, or in any manner alter, the quality of communications service provided by Tenant on and from Owner's property, and (iv) Tenant's mounting height as stated on Exhibit B shall remain the same at the alternate tower location. Owner will exercise its relocation right by delivering written notice to Tenant. In the notice, Owner will propose an alternate site on Owner's property to which Tenant may relocate its Equipment. Tenant will have sixty (60) days from the date it receives the Notice to evaluate Owner's proposed Relocation Site, during which period Tenant will have the right to conduct tests to determine the technological feasibility of the proposed Relocation Site. If Tenant disapproves such Relocation Site, then Owner may thereafter propose another Relocation Site by notice to Tenant in the manner set forth above. Tenant's disapproval of a Relocation Site must be reasonable. If disapproved by Tenant, Tenant shall then have the right to terminate this Agreement. Tenant will have a period of ninety (90) days after completion of the Relocation Site to relocate at Tenant's expense, its Equipment to the Relocation Site. Owner and Tenant hereby agree that the Relocation Site (including the access and utility right of way) may be surveyed by a licensed surveyor at the sole cost of Tenant, and such survey will then supplement Exhibit A and become a part hereof. 15. Termination by Tenant. Tenant may terminate this Agreement at any time by notice to Owner without further liability if (i) Owner fails to have proper possession of the Site or authority to enter into this Agreement; (ii) Tenant does not obtain, after making diligent efforts, all permits or other approvals (collectively, "approval') required from any governmental authority or any easements required from any third party to operate the telecommunications system facility, or if any such approval is canceled, expires, is withdrawn or terminated by such governmental authority or third Clearwire/Clear Wireless July 22, 2009 Tenant Site ID: MA-BOS5493 Tenant Site Name: 300 Chesnut party following Tenant's diligent efforts to maintain such approval, or (iii) ) if Tenant is unable to occupy or utilize the Site due to a ruling or directive of the FCC or other governmental or regulatory agency, including, but not limited to, a take back of channels or change in frequencies through no fault of the Tenant. 16. Default. if the Rent or other amount due hereunder is not paid in accordance with the terms hereof, Tenant will pay interest on the past due amounts at the lesser of (i) the rate of one percent (1%) per month, or (ii) the maximum interest rate permitted by applicable law. If either party is in default under this Agreement for a period of (a) ten (10) days following receipt of notice from the non - defaulting party with respect to a default which may be cured solely by the payment of money, or (b) thirty (30) days following receipt of notice from the non - defaulting party with respect to a default which may not be cured solely by the payment of money, then, in either event, the non -defaulting party may pursue any remedies available to it against the defaulting party under applicable law, including, but not limited to, the right to terminate this Agreement. Further, upon an uncured default by Tenant and resulting termination of this Agreement by Owner, Owner may accelerate and declare the entire unpaid Rent for the balance of the existing Term to be immediately due and payable forthwith. if the non -monetary default may not reasonably be cured within a thirty (30) day period, this Agreement may not be terminated if the defaulting party commences action to cure the default within such thirty (30) day period and proceeds with due diligence to fully cure the default. 17. Taxes. Tenant shall pay all taxes, including, without limitation, sales, use and excise taxes, and all fees, assessments and any other cost or expense now or hereafter imposed by any government authority in connection with Tenant's payments to Owner, Tenant's Equipment or Tenant's use of the Site. In addition, Tenant shall pay that portion, if any, of the personal property taxes or other taxes attributable to Tenant's Equipment. Tenant shall pay as additional rent any increase in real estate taxes levied against the Site and Tenant's Equipment attributable to the Tenant's use and occupancy of the Site. Payment shall be made by Tenant within fifteen (15) days after presentation of receipted bill and/or assessment notice which is the basis for the demand. 18. Indemnity. Owner and Tenant each indemnifies the other against and holds the other harmless from any and all costs (including reasonable attorneys' fees and costs) and claims of liability or loss which arise out of the use and/or occupancy of the Site by the indemnifying party including, without limitation, any damage occurring outside of the Site in connection with Tenant's installation of Equipment. This indemnity does not apply to any claims arising from the negligence or intentional misconduct of the Tenant Initials:_C,'j! Owner Initials: >K Site ID: MA01085-A-14 Site Name: North Andover indemnified party. Except for its own acts of negligence or intentional misconduct, Owner will have no liability for any loss or damage due to personal injury or death, property damage, loss of revenues due to discontinuance of .operations at the Site, libel or slander, or imperfect or unsatisfactory communications experienced by the Tenant for any reason whatsoever. 19. Hazardous Substances. Owner represents that it has no knowledge of any substance, chemical or waste (collectively, "substance") on the Site that is identified as hazardous, toxic or dangerous in any applicable federal, state or local law or regulation. Tenant or Owner will not introduce or use any such substance on the Site in violation of any applicable law, or permit any discharge or release of such substance on the Site. Each party agrees to defend, indemnify and hold harmless the other from and against any and all administrative and judicial actions and rulings, claims, causes of action, demands and liability (collectively, "Claims") including, but not limited to, damages, costs, expenses, assessments, penalties, fines, losses, judgments and reasonable attorney fees that the indemnitee may suffer or incur due to the existence or discovery of any Hazardous Substances on the Site or the migration of any Hazardous Substance to other properties or the release of any Hazardous Substance into the environment (collectively, "Actions"), that relate to or arise from the indemnitor's activities on the Site. 20. Liens. Tenant will not permit any mechanics, materialman's or other liens to stand against the Site for any labor or material furnished the Tenant in connection with work of any character performed on the Site by or at the direction of the Tenant. In the event that any notice of lien will be filed or given, Tenant will, within thirty (30) days after the date of filing cause the same to be released or discharged by either payment, deposit, or bond. Owner will be indemnified by Tenant from and against any losses, damages, costs, expenses, fees or penalties suffered or incurred by Owner on account of the filing of the claim or lien. Owner hereby waives any and all lien rights it may have, statutory or otherwise concerning the Equipment or any portion thereof which shall be deemed personal property for the purposes of this Agreement, whether or not the same is deemed real or personal property under applicable laws. 21. Casualty or Condemnation. In the event of any damage, destruction or condemnation of the Site, or any part thereof, not caused by Tenant that renders the Site unusable or inoperable, Owner will have the right, but not the obligation, to provide an alternate location, whether on the same Site or another Site, or to terminate this Agreement within thirty (30) days after the damage, destruction or condemnation. If Owner does not terminate this Agreement: (i) the Rent payable hereunder will be reduced or abated in proportion to the actual reduction or abatement of CiearwirelClear Wireless July 22, 2009 Tenant Site ID: MA-BOS5493 Tenant Site Name: 300 Chesnut use of the Site by Tenant; and (ii) Owner will make any necessary repairs to the Site caused by the damage or destruction and will be entitled to use any and all insurance proceeds to pay for any repairs. In the event Owner has not proceeded to repair, replace or rebuild the Site within sixty (60) days after the damage or destruction, after giving thirty (30) days written notice and Owner's failure to comply within that time frame, then Tenant may terminate this Agreement. Owner will in no event be liable to Tenant for any damage to or loss of Tenant's Equipment, or loss or damage sustained by reason of any business interruption suffered by reason of any condemnation, act of God, by Tenant's act or omission, or Tenant's violation of any of the terms, covenants or conditions of this Agreement, (unless caused solely by Owner's intentional misconduct or gross negligence). The terms and conditions of this Section 21 shall survive the termination of this Lease. Owner acknowledges that Tenant may have certain emergency procedures that Tenant may desire to implement, including the temporary location of a cell on wheels on the Site, in the event of a casualty. To the extent possible, Owner will cooperate with Tenant in Tenant's implementation of its emergency responses as the same may exist from time to time. 22. Confidentiality. Tenant and Owner agree not to discuss publicly, advertise, nor publish in any newspaper, journal, periodical, magazine, or other form of mass media, the terms or conditions of this Agreement or the underlying ground lease. Doing so shall constitute a default under this Agreement immediately. It is agreeable that Tenant will not discuss terms and conditions with any parties not directly involved with this Agreement. 23. Bankruptcy and Insolvency. Owner and Tenant agree that this Agreement constitutes a lease of non-residential real property for the purposes of 11 U.S.C. § 365 (d) (4) or any such successor provision. 24. Waiver of Owner's Liens. Owner hereby waives any and all lien rights it may have, statutory or otherwise concerning the Tenant Facilities or any portion thereof which shall be deemed personal property for the purposes of this Agreement, whether or not the same is deemed real or personal property under applicable laws, and Owner gives Tenant and Tenant's Mortgagees the right to remove all or any portion of the same from time to time, so long as any damage to the Site is repaired at no cost to Owner. 25. Miscellaneous. (a) This Agreement applies to and binds the heirs, successors, executors, administrators and assigns of the parties to this Agreement; (b) This Agreement is governed by the laws of the State in which the Site is located; (c) Owner agrees to promptly execute and deliver to Tenant a recordable Memorandum of this Agreement in the form of Exhibit C; (d) This Agreement (including the Exhibits) constitutes the entire Agreement between the parties and supersedes all prior written and verbal agreements, representat v7s. Tenant Initials: ca Owner Initials: Site ID: MA01085-A-14 Tenant Site ID: MA-BOS5493 Site Name: North Andover Tenant Site Name: 300 Chesnut promises or understandings between the parties. Any amendments to this Agreement must be in writing and executed by both parties; (e) If any provision of this Agreement is invalid or unenforceable with respect to any party, the remainder of this Agreement or the application of such provision to persons other than those as to whom it is held invalid or unenforceable, will not be affected and each provision of this Agreement will be valid and enforceable to the fullest extent permitted by law; (f) The prevailing party in any action or proceeding in court or mutually agreed upon arbitration proceeding to enforce the terms of this Agreement is entitled to receive its reasonable attorneys' fees and other reasonable enforcement costs and expenses from the non -prevailing party; (g) Failure or delay on the part of Tenant or Owner to exercise any right, power, or privilege hereunder will not operate as a waiver thereof; waiver of a breach of any provision hereof under any circumstances will not constitute a waiver of any subsequent breach of the provision, or of a breach of any other provision of this Agreement; and (h) Tenant agrees and acknowledges that, in conjunction with other broadcast entities which may transmit from the Site, if necessary due to FCC RF emission standards and upon reasonable notice, Tenant shall temporarily reduce power to prevent possible overexposure of worker to RF radiation. The Addendum and the following Exhibits are attached to and made a part of this Agreement: Exhibit "A" (Site Description), "B" (Antenna and Equipment List), "C" (Memorandum of Antenna Site Agreement) and "D" (Minimum Installation, Occupancy... ). ClearvAre/Clear Wireless 6 Tenant Initials: a Owner lnitials: July 22, 2009 Site ID: MA01085-A-14 Site Name: North Andover TENANT: CLEAR WIRELESS LLC, a Nevada limited liability company By: -hohn A. Slra�clt Title: I, -Network Deyloa= Date: `D o `�► Witness: TENANT NOTARY BLOCK: Tenant Site ID: MA-BOS5493 Tenant Site Name: 300 Chesnut Fed Tax ID: 26-3783012 Address: 4400 Carillon Point Kirkland, WA 98033-7353 STATE OF COUNTY OF Th regoinins ment was ackno ged before me this 34 day of 2009, by of Clear Wireless a Nevada limited liability company who is personally knowntoe or produced as ideittification. ALI 13 01 NOTARIAL SEA6,,N-\;..... "Illt, (OFFICI NOTARY S A URE' Q�.����«+++�j �/j NOTAR BLIC—STATE OF st N, ip d_moo, i V �O1' ptt+/% My commission expir 7 k,70 31_()9,.;,0 Ct WWO OWNER: SBA PROPERTIES, INC',lN;i�acorporati( By: /Aason Silberstein Tiff Senior Vice President, Property Management Date: Witness: OWNER NOTARY BLOCK: STATE OF FLORIDA Joni Heiss (NAME OF NOTARY) COMMISSION NUMBER: Fed Tax ID: 65-1003006 Address: 5900 Broken Sound Parkway N.W. 2nd Floor Boca Raton, FL 33487-2797 Witness: COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this day of 2009, by Jason Silberstein, Senior Vice President, Property Management o SBA Properties, Irt ., a Florida corporation who is personally known to me. -.-)/ ) /7 "1 NOTARIMO Nu4h (OF CIAL NOTA SIGNATURE) My commissiN % ;=1 *- , ;.., ♦i._ a _..� Clearwire/Clear Wireless July 22, 2009 ARY PUBLIC—STATE OF FLORIDA ke i " 0" (NAME OF NOTARY) COMMISSION NUMBER: Tenant Initials:Q Owner Initials `, Site ID: MA01085-A-14 Tenant Site ID: MA-BOSS493 Site Name: North Andover Tenant Site Name: 300 Chesnut ADDENDUM TO ANTENNA SITE AGREEMENT This ddendum is annexed to and forms a part of a certain Antenna Site Agreement (the "Agreement") dated y-57- . 2009 by and between SBA PROPERTIES, INC. ("Owner') and CLEAR WIRELESS LLC ('Tenant" IN THE EVENT THAT ANY OF THE TERMS AND CONDITIONS HEREINAFTER SET FORTH CONFLICT WITH THE TERMS AND CONDITIONS OF THE AGREEMENT TO WHICH IT IS ANNEXED, THE TERMS AND CONDITIONS OF THIS ADDENDUM SHALL GOVERN AND BE DEEMED TO AMEND CONFLICTING PROVISIONS OF SAID AGREEMENT. AS USED IN THIS ADDENDUM, ALL CAPITALIZED TERMS SHALL HAVE THE SAME DEFINITION AS IN THE AGREEMENT TO WHICH IT REFERS EXCEPT TO THE EXTENT SUCH DEFINITIONS ARE HEREIN AMENDED. Owner and Tenant hereby agree to the following additional or amended terms and conditions: 1. Owner and Tenant acknowledge that Owner shall perform or have performed a structural analysis on the tower with respect to Tenant's installation of its Equipment as stated in Exhibit B of the Agreement. 2. Tenant agrees that it shall be solely responsible -for all costs associated with the structural analysis and foundation study, if deemed necessary. 3. In the event the tower or foundation shall need to be reinforced prior to the installation of Tenant's Equipment, all modifications and/or reinforcement of, or other work on, the tower, foundation and the installation of Tenant's Equipment on the tower will be at Tenant's sole cost -and expense and performed by Owner or one of its affiliates or subsidiaries. 4. Owner shall perform or have performed all such work in accordance with the structural analysis. Except as amended by the Addendum to the Agreement, the terms and conditions of the Agreement shall remain in full force and effect. IN WITNESS WHEREOF, the parties hereto have set their hands as of the date set forth above. Clearwire/Clear Wireless July 22, 2009 TENANT: CLEAR WIRELESS LLC By: Title: VP. Network Deployment OWNER: SBA PROPERTIES, INC. By: Aason Silberstein TitV' Senior Vice President, Property Management Tenant Initials: a Owner Initials. ,JI Site ID: MA01085-A-14 Site Name: North Andover Note: Antenna(s): Quantity: Type: Manufacturer: Model: Dimensions: Weight: Mounting: Base of the antenna: Centerline of the antenna: Tip of the antenna: Orientation: Downtilt: Cable: Number of Lines: Type: Size: Dish: Quantity Manufacturer: Model: Dimensions: Weight: Mount: Orientation: Cable Type/Size: BTS: Quantity: Manufacturer/Model: Power Output: Dimensions/Weight: Cable Type/Size: Ground Space Requirements: Tenant provided Shelter: Dimensions: Type Shelter: GPS: Quantity: Manufacturer: Model: Dimensions/Weight: Mount Location: Transmitter: Transmitter Cabinet: Frequencies: ERP: Transmitter Operating Power: Generator: Tenant Site ID: MA-BOS5493 Tenant Site Name: 300 Chesnut EXHIBIT B ANTENNA AND EQUIPMENT LIST Equipment must be installed, routed and stacked pursuant to the FDH Structural Analysis. Three (3) Panel Argus LLPC31 OR 42.1" x 11.8" x 4.5" 28.6 lbs. At approximately the 138.5' height level At approximately the 140' height level At approximately the 141.5' height level Three (3) 7/8" Four (4) Total Three (3) Andrew VHLP2.5 35"x 16.8" 47.6 lbs. At approx 144' height level Four(4)1/2" Three (3) Samsung 5 Watts 11.6" x 5.3' x 16.1" / 33 lbs. Three (3)1/4" Approximately 49 square feet Tx 7' Concrete pad One (1) Andrew VHLP1 15.3' x 7.2" 14.9 lbs. At approx 144' height level One (1) Maxrad GPS -TMG -26N 5" x 4"/ 11 oz. On Tenant's ice bridge or shelter `v/-11 N/A Transmit: 11 GHz, 23 GHz Receive: 5 Watts N/A Clearwire/Clear Wireless 10 July 22, 2009 Tenant Initials: Q Owner Initials: Site ID: MA01085-A-14 Tenant Site ID: MA-BOS5493 Site Name: North Andover Tenant Site Name: 300 Chesnut EXHIBIT C MEMORANDUM OF ANTENNA SITE AGREEMENT Clearwlre/Clear Wireless 11 Tenant Initials: C,� Owner Initials: July 22, 2009 Site ID: MA01085-A-14 • Site Name: North Andover After recording return to: Clear Wireless LLC Attn: Legal Department 4400 Carillon Point Kirkland, WA 98033-7353 Tenant Site ID: MA-BOS5493 Tenant Site Name: 300 Chesnut COMMONWEALTH OF MASSACHUSETTS COUNTY OF ESSEX MEMORANDUM OF ANTENNA SITE AGREEMENT This memorandum evidences that a lease was made and entered into by written ANTENNA SITE AGREEMENT dated , 2009, between SBA PROPERTIES, INC., a Florida corporation "Owner" and CLEAR WIRELESS LLC, a Nevada limited liability company `Tenant", the terms and conditions of which are incorporated herein by reference. Such Agreement provides in part that Owner leases to Tenant a ground space area which is described in Exhibit A attached hereto consisting of approximately 49 (T x T) square feet at that certain site "Site" located at 300 Chestnut Street, City of North Andover, County of Essex, Commonwealth of Massachusetts 01845-5308, within the property of or under the control of Owner, with grant of easement for unrestricted rights of access thereto and to electric and telephone facilities for a term of three (3) years commencing on 2009, which term is subject to four (4) additional three (3) year extension periods by Tenant. IN WITNESS WHEREOF, the parties have executed this Memorandum as of the day and year first above written. TENANT: CLEAR WIRELESS LLC, a Nevada limited liability company By: Title: Tax No: 26-3783012 Address: 4400 Carillon Point Kirkland, WA 98033-7353 Date: Clearwire/Clear Wireless July 22, 2009 Witness: Print Name: Witness: Print Name: 12 Tenant Initials: Q Owner Initials ; w Site ID: MA01085-A-14 Tenant Site ID: MA-BOSS493 • Site Name: North Andover Tenant Site Name: 300 Chesnut MEMORANDUM OF ANTENNA SITE AGREEMENT CONTINUED TENANT NOTARY BLOCK: STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of , 2009, by of Clear Wireless LLC, a Nevada limited liability company, who is personally known to me or produced as identification. NOTARIAL SEAL My commission expires: OWNER: SBA Properties, INC., a Florida corporation By: Jason Silberstein Title: Senior Vice President, Property Management Tax No: 65-1003006 Address: 5900 Broken Sound Parkway N.W. 2nd Floor Boca Raton, FL 33487-2797 Date: OWNER NOTARY BLOCK: STATE OF FLORIDA (OFFICIAL NOTARY SIGNATURE) NOTARY PUBLIC—STATE OF (NAME OF NOTARY) COMMISSION NUMBER: Witness: Print Name: Witness: Print Name: COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me this day of , 2009, by Jason Silberstein, Senior Vice President, Property Management of SBA Properties, Inc., a Florida corporation, who is personally known to me. NOTARY PUBLIC - STATE OF FLORIDA My commission expires: Printed Name of Notary CleanMre/Clear Wireless 13 Tenant Initials: CA Owner Initials: +{ July 22, 2009 Site ID: MA01085-A-14 Tenant Site t0: MA-BOS5493 Site Name: North Andover Tenant Site Name: 300 Chesnut EXHIBIT D MINIMUM SITE INSTALLATION, OCCUPANCY AND MAINTENANCE REQUIREMENTS AND SPECIFICATIONS Pre -Installation Standards I. Prior to installation, Tenant must provide Owner with complete plans for approval, including list of proposed Equipment and subcontractors. No work may be performed until approval has been given and all criteria have been met. All Equipment must be placed in approved locations only, and Owner must approve any changes before the installation begins. The Owner or its representative shall have the right to be on site during any work on the Site. Owner to provide price quote for installation services based on Tenant's scope of work. Installation 2. (a) The following minimum protective devices must be properly installed: (1) Lightning arrestors in feedline at wall feedthru ports (SBA multi -tenant buildings). (PCS providers install jumpers to extend/connect to cabinet like enclosures). (2) Surge protectors in any AC & phone line circuit. (3) Transmitter RF shielding. (Must be in place during operation) (4) Isolator/harmonic filter. (Must be in place during operation) (5) Duplexer or cavity bandpass filter. (Must be in place during operation) (b) All Equipment, including transmitters, duplexers, isolators and multicouplers, must be housed in a metal cabinet or rack mounted. No control stations or inverted transmittreceive frequency pairs are allowed on repeater sites. (c) All transmission lines entering the shelter must be 1/2" Heliax/Wellflex or better via a wall feedthru plate and must terminate in a properly installed lightning arrestor with an ID tag on both ends of the line. (d) Solid outer shield cable such as Superflex or Heliax/Wellflex must be used for all intercabling outside the cabinet. Under no circumstances will the use of foil shielded or braided RF cable (e.g; RGB) be permitted outside the cabinet except for RG -6 quad shield cable installed on satellite receive only systems. (e) All antenna, power and phone cables will be routed and properly supported to the base station in a neat manner using routes provided for that purpose. Tenant will provide individual Transient (SAD) surge protection to each circuit used. All phone lines will have (SAD) transient surge protection installed. All wiring and installation will be by means of clamping or strapping and in no event will any members or other parts of the tower be drilled, welded, punched or otherwise mutilated or altered. (f) All Tenants are to obtain power from the power panel and/or AC receptacle provided for their speck use. (g) All outside RF equipment cabinets must be grounded to the Site ground system using #2 solid tinned wire with cadweld, silver solder connections, or 2 hole lugs with Burndy type compression fittings. All inside RF equipment cabinets must be grounded to the Site ground system using #2, or #6 green jacketed stranded wire with silver solder connections, or 2 hole lugs with Burndy type compression fittings. (h) All antenna lines will be electrically bonded to the tower at the antenna and at the bottom of the tower using grounding kits installed per manufacturer specifications and all antenna brackets must be pre - approved. All antenna lines entering the Site will have COAX center pin lightning protection installed within two feet from the entry port and grounded to master ground bar in the Site ground system. (i) All equipment cabinets will be identified with a typed label under plastic on which the Tenant's name, address, 24 hour phone number, call sign, and frequencies will be inscribed, in addition to a copy of Tenant's FCC license. (j) Monitor speakers will be disabled except when maintenance is being performed. All antenna lines will be tagged within 12 inches of the termination of the feeder cable at both ends, at the entrance to the building, at repeater or base station cabinet, and at the multicoupler/combiner ports. (k) All ferrous metals located outside of the building or on the tower will be either stainless steel or hot dipped galvanized, not plated. Painted towers will require the painting of feedlines by the Tenant, unless installed by Owner, prior to or before completion of the install. All transmission lines are to be secured with factory hoist grips every 150' and secured to the tower or cable ladder with stainless steel and/or hot dipped galvanized hardware. Plastic wraps and/or bandit type hangers will not be accepted. Clearwire/Clear Wireless 14 Tenant Initials:Q_ Omer Initials July 22, 2009 V -9K1 Site ID: MA01085-A-14 Tenant Site ID: MA-BOS5493 • Site Name: North Andover Tenant Site Name: 300 Chesnut General 3. Tenant must comply with any applicable instructions regarding any Site security system. (a) Gates will remain closed at all times unless entering or exiting the premises. When leaving the shelter, ensure that all doors are locked and, if there is a security system, it is armed. (b) Any tower elevator may be used only after receiving proper instruction on its use, signing a waiver and receiving authorization from the Owner. (c) This Agreement does not guarantee parking space. If space is available, park only in the designated areas. Do not park so as to block any ingress or egress except as may be necessary to load or unload equipment. Parking is for temporary use while working at the Site. (d) Do not adjust or tamper with thermostats or HVAC systems. (e) Access to the shelter roof is restricted to authorized maintenance personnel. Clearwire/Clear Wireless July 22, 2009 15 Tenant Initials: Q Owner (nib :`,D '