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Y. _ :' `# ip j w: y . - f s J Y.. RV vw i 2: . .t. ' -Y. x, ESTIMATED EXISTING TOTAL TOP OF SPIRE LIVE&DEAD LOAD EST=46K DL=36K LL=10K ADD PROPOSED 2.2KIPS OF EQUIPMENT.ASSUME EQUAL DISTRIBUTION IN STEEPLE <5%INCREASE IN GRAVITY LOADS WT4X9 A STEEL MEMBERS VERTIC L c'> (SPIRE)TYP.OF 8 M M ,t 1 ! ' �; BULKHEAD/FLOOR / i WITHIN SPIRE i� BULKHEAD/FLOOR I � AT SPIRE BASE 1 i t +i 1' A°.- ' BULKHEAD/FLOOR ABOVE LOUVER/BELL C -" LEVEL in L3.5X2.5 DIAGONAL ANGLE BRACING TYP. ®4111,114,, WT6X13 VERTICAL ® , MEMBERS TYP,OF 8 C c0 !• (P)ANTENNA LOCATION M n �� AT LOUVER/BELL LEVEL +I .-1 II 1 1; ®I BULKHEAD/FLOOR AT ®� LOUVER/BELL LEVEL N L BRACING TYP. CHANNEL TYP OF 4 BOLTED CONNECTION MC18X42.7 TYP. OF 8,SEE NOTE 11111111kA CHANNEL TYP OF 4 3,4ft NOTE: 3,4ft 10.Oft TOTAL PROPOSED LIVE&DEAD LOAD AT BASE OF WT6X13 (AT BOLTED CONNECTION)IS L8X8X1/2"ANGLE POST ESTIMATED AT 5.5 KIPS± PER TYP.OF 12 BELOW IN POST ---".••] WINDOW LEVEL Prolerra MA 5106 DESIGNED BY: JMM/TEJ JOB #: 13-005 DRAWN BY: JRM REV. #: 0 DESIGN GROUP, L L C NORTHAMPTON DATE: 6/12/2013 ^ 115& 123 ELM STREET, RT 9 `�_1 1 Short Street �/' ` Suite 3 ph:(413)320-4918 NORTHAMPTON, MA 01060 SCALE: AS NOTED Northampton,MA 01060 Fax:(413)320-4917 „., ,ThEPLE n E tv, _ - 4..::4'01 .• ,^. " • - C; :41 SEr'” — - T 717E ,PE 4 L4v, 1-::fl AEE Tr- :#• PEE: PE,!LE.ITCP FlEL. • IMMENO 1-1 4' S. --• „ •-- alli1.6110 -•' - 'T4t;e;Ev,11;:LE j, '41 777. r I 'ER RRU MOUNTING ISOMETRIC „. LE • N>. Or67%,4,C4(0 ° • • H-:LE - •-.F r1?-rrM1 I • , - LIT IE , 1-1 • Li • 4°, HUE 1-o-• ,TTE4r4 1-- :71, LE ..-•- MOUNTING ANGLE _ . Untiled Notes Page 1 • Steel Check Report Element 2"Pipe Support Beam Company: Description: 3'Pipe Support User: Daze: 06/13/2013 0418 PM Software: Digital Canal Steel Beam Design GENERAL INFORMATION Description Value Description Value Design Criteria Check Steel Yield Stress 46 K.'In'2 Design Code AISC ASD(1990) Section Shape Total Span Length 3.00 Ft Maximum Section Depth First Node Support Pinned Minimum Section Depth Last Node Support Pinned Back-Back Distance(double angles only) Total Load Deflection L'240.00 Section Width(angles and tubes only) Live Load Deflection L'360.00 Number of Solutions Maximum Stress Ratio I.000 Live Load Patterning Yes • Bending Coefficient 1.0 Check Section List P2x.154 • LTB Length 0.00,3.00 Ft SPAN LENGTH DATA(Unit:Ft) I Span 1 I 3.00 I - I - I _ I - I - I I LOAD INFORMATION LOADS Ref. Load Load Type Dir Begin Value Begin Position End Value End Position No. Case 1 _ Dead Concen Y -0.300(K) 1.50(Ft) - LOAD COMBINATIONS LC1: DL Only CRITICAL STRESS SUMMARY Ref. Section Name Status Governing Bending LC Shear LC Deflection LC Deflection LC No. Criteria Ratio Ratio Ratio-LL Ratio-TL 1 P2x.154 OK BENDING 0.159 1 0.015 1 0.000 0.101 I Recommended: P2x.154 /r; 41tL'.t10p' \uG 111: S`NDC296a$ ,A p C�f. E ° °EG!S1 „N 0 31GNF,- Steel Check Report Element. kICI 8%42 7 Company: Description: MC18142.7 User: Daze: 06/13/2013 01:23 PM Software: Digital Canal Steel Beam Column Design GENERAL INFORMATION Description Value Description Value Run Mode Check Mode Ky 1.00 Design Code ALSC ASD(1990) K, 1.00 Beam-Column Length 10.001i Total Load Deflection Limit L i 240 Steel Yield Stress 36.00 ksi Live Load Deflection Limit L;'360 Ct Calculation 1.75+1.05Mt/M,+0.3(M1/M2)2<=2.3 Lateral Torsional Braced(LTB)Length 0.00,3.40,3.20,3.40 ft C„a Calculation Always use 1.0(conservative) Section Shape - Cm Calculation Always use 1.0(conservative) Maximum Section Depth - Lk 10.00 ft Minimum Section Depth - Lr 12.6611 Back-Back Distance(double angles only) - L,, 10.00 ft Section Width(angles,double angles) - K 1.00 Check Section List MC18x42.7 Maximum Stress Ratio - LOAD INFORMATION Ref. Load Load Type Dir Begin Value Begin Position End Value End Position 1 No. Case 1 Dead Concen Y -5.800(kips) 3.400 (ft) - - 1 2 Dead Concen V -5.800 (kips) 6.600 (ft) - - SELECTED LOAD COMBINATIONS Load Combination Code Check Total Live Dependent Conditional L.C1:I.ODL+1.OLL+/.OWL+1.0SL x x x CRITICAL STRESS SUMMARY Ref. Section Name Status Governing Criteria Stress Load Combination Distance No. Ratio (pt) 1 MC1RX42,7 OK Axial-Bending 0.1617 L.CL LODL+1.0L,+1.OWL-I.OSL 6.6000 CRITICAL STRESS DETAILS Section Name:MMC18X42.7 Status:OK Unit Actual Allowable Ratio Load Combination Distance (It) i Axial ksi 0.0000 21.600 0.0000 LCI:1.ODL+I.OL.L+I.OWL+I.OSL 6.6 Bending-X ksi 3.8416 23.760 0.1617 LCI:1.ODL+I.OI L+/.OWL+1.OSL 6.6 Bending-Y ksi 0.0000 27.000 0.0000 LCI:l.ODL+LOLL+/.OWL+1.OSL 6.6 Interaction - - - 0.1617 LCI:1.0DL+I.OLL+1.0WL+I.OSL 6.6 Sheag-X ksi 0.0000 14.400 0.0000 - 0 Shear-Y ksi 0.3580 14.400 0.0497 1,C1:I.0DL+1.0L.L+I AWL+1.081. 10 Total Defl-X in 0.0000 0.5000 0.0000 - 0 Total Dell-Y in 0.0224 0.5000 0.0449 L..C1:1.0DL+LOLL+1.0WL+1.0SL 5 Live Dell-X in 0.0000 0.3333 0.0000 - 0 Live Defl-V in 0.0224 0.3333 0.0673 LCI:1.0DL+LOLL+L0WL-I.OSL. 5 Jw s. . - tAAN`D o' 4 o Vd\g\Sr+O RPt, \� SZRoG294as �0 tip. <,A {�c' `�} "qqp REGIS 'C' 4'' Ii..1 Steel Check Report Element WT6x13 Column Company: Description- 12.8'WT6x13 User Dare: 06/13/2013 04:16 PM Software: Digital Canal.Steel Design 4.1 GENERAL INFORMATION Description Value Description Value Run Mode Check Mode Kr 1.00 Design Code AlSC 9th Edition ASD K, 100 Beam-Column Length 12.10 ft Total Load Deflection Limit L i 240 Steel Yield Stress 36.00 ksi Live Load Deflection Limit L r 360 Cy Calculation 1.75+1.05M,i M2+0.3(M,i M.1)=<=2.3 Lateral Torsional Braced(LTB)Length C,,,r Calculation Always use 1.0(conservative) Section Shape - C,,,,.Calculation Always use 1.0(conservative) Maximum Section Depth - L,, 12.80 ft Minimum Section Depth - L. 12.80 ft Back-Back Distance(double angles only) - L: 12.80 ft Section Width(angles,double angles) - Kx 1.00 Check Section List WT6x13 Maximum Stress Ratio - LOAD INFORMATION Ref. Load Load Type Dir Begin Value Begin Position End Value End Position No. Case 1 Dead Concen Z -5.800 (kips) 12.800 (ft) - - 2 Wind Linear Y -0.125 (kips i ft) 0,000 (ft) -0.125 (kips I ft) 12.800(ft) SELECTED LOAD COMBINATIONS Load Combination Code Check Total Live Dependent I Conditional LCI:DL+LL+WL+SL+EL x x x J CRITICAL STRESS SUMMARY Ref. Section Name Status Governing Criteria Stress Load Combination Distance No. Ratio (B) 1 WT6X13 OK Live Deflection Y 0.5215 LC1:DL+LL+WL+SL+EL 6.4000 CRITICAL STRESS DETAILS Section Name:WT6X13 Status:OK Unit Actual Allowable Ratio Load Combination Distance (B) Axial ksi 1.5183 10.584 0.1435 LCI:DL+LL+WL+SL+EL 6.4 Bending--X ksi 12.761 21.600 0.5908 LC1:DL}LL+WL+SL+-EL 6.4 Bending-V ksi 0.0000 21.600 0.0000 LC1:DL+LL+WL-rSL+EL 6.4 Interaction - - - 0.5205 L.0 I:DL+LL+II'L+SL+EL 6.4 Shear-X ksi 0.0000 14.400 0.0000 - 0 Shear-V ksi 0.2846 14.400 0.0395 LCI:DL+LL+Wt.+SL+EL 12.8 Total Defl-X in 0.0000 0.6400 0.0000 - 0 Total Dell-V in 0.2225 0.6400 0.3477 LC1:DL+LL+WL+SL+EL 6.4 Live DeA-X in 0.0000 0.4267 0.0000 - 0 Live Defl-Y in 0.2225 0.4267 0.5215 LC I:DL+LL+WL+SL+EL 6.4 • .Ch 1 a \P�` • • cn wiLL v g,SP p1:! 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Type = (1)Square-Wind on Face, (2)Square-Wind Along Diagonal, (3)Hexag. or Octag. (4)Round-Moderately Smooth, (5)Round-Rough, (6)Round-Very Rough Cf Shape factor per Figure 6-21 based upon RID ratio and Type selected. Addl = Additional Area (Piping, Ladders, platforms, etc..), Cf=1.0 is assumed. Tot Wid = Total Wind Width: Cf * Width + Addl Shear = Shear Q Btm: Press * Tot Wid + Shear(top) Moment = Mom @ Btm: Mom(Top)+Shear(Top)*(Top El-Btm E1)+Shear(tom)*(Top El-Btm El)/2 , 4h^p. , -ai.; Os'ilgP� =1:\.,r 1p S�A`NER°SE SG2t�OS` o� n 1 MECAWind Version 2 . 1 .1. 0 per ASCE 7-05 i ,q. ,,p,,,-1t,y I,I:CA Fri.Prpnsts 17".i C:7.)Yr L.'i:L'I t_ 2013 mw.rrec:J ::t 1. 11e2 W.:.:rd 1.. •4.3 DesiaXethod 2 per .-;,SCE 7-05 ,'..2 .L..- ';:..,. Gust Factor Category I Rigid Structures - Simplified Method 0_isti: Er Rigla StructIres (Nat. Frea.>1 N2) use 0.35 0.83 Gust Factor Category 11 Rigid Structures - Complete Analysis 7m: (1.E'00 = 14.10 it 9.26 L7,171: l'(2'.,m/3-L,;'74:5ilu - 41'9.60 it 9: :1/(ii-0.03*( (3 111 /3217.1 -0.6 ( 9,.5 - 0. G'st2: 0-923111 .7''Izm'3.4=2) /(1f1. 3.4'12.%)) - 0.8(: Gust Factor Summary NO7 a F' fi.Yi.1.,),-.-: ::1 ,,ct.u.-e use U-L,,! 1,essor of (.7.L:sti or 33s.t2 0,85 Design Wind Pressure - Other Structures ! ' , Figure 6-21: Wind Loads for Chimneys, Tanks, Rooftop Equip. & Similar Structures ...., Elias,' Ks Kzt Kd qz Pres • filkt: ft psf psf ... •- .,., 00. , cl■ 12‘,.0e 1.05 1.00 0.95 25.F.,57 '. ,z- Ar 11 .0C :.02 1.0C 0.9:7: 24.8"38 - ' ', 5 '0,300:0 162.0C (.;.90 1C0 (.).9t 24.1 /0 . . .,, ', S 01.p.10 r, Li" 1.00 0.9f: 23.3'95 60.00 0.85 1.00, .3.95 ;20.770 11 Top El Btm El Width Type Cf Addl Tot Wid Shear Mo I, ft ft ft psf ft ft Kip K-ft 2.00 '', ] ,4C0 .',''' 2.800 0.7 3.7 4 :3-) 91.33 2.25 1 .".:,12. . ..:': 9. 14 4 .3 !A.41 60.00 10.00 3 1.260 . 2.600 . . 307.1, .00 .00 3 1 .450 . -'": .000 ' 1030.3 Notes: Top El = Top elevation of element under consideration relative to grade. I ._...._ pot Steeple interior at bell level g can �a az. s a �� -a__ ..�.•oLd ......+*rrs�saffi �:�.3.:s� s6`s�[a�st:ae • StVr "", °B:H c� •. -ems, xi. t5 . to ii` • as m Wooden louvers to be replaced as noted Pro Terra Design Group, LLC Ph:(413)320-4918 1 Short Street,Suite 3 Fax:(413)320-4917 Northampton, MA 01060 E:info @proterra-design.com e � Airkit Steeple interior looking down at bell level , , _. x Irt� Steeple interior at bell level Pro Terra Design Group, LLC Ph:(413)320-4918 1 Short Street,Suite 3 Fax:(413)320 4917 Northampton, MA 01060 E:info@proterra-design.com .11.0 r - - „.-,,k4grf:NN Vjs,1 ,110 11, a: Existing church showing from the southwest.AT&T's antennas are to be located at bell level behind the louvers as indicated. Steeple interior at bell level looking up Pro Terra Design Group, LLC Ph:(413)320-4918 1 Short Street,Suite 3 Fax:(413)320-4917 Northampton, MA 01060 E:info @proterra-design.com These findings and analyses assume that the original design and construction of the components referred to above were performed in accordance with all applicable building codes and the construction documents of record. If during construction, conditions are found that differ from than stated above, construction activities are to be stopped and ProTerra shall be notified immediately so the condition can be addressed. If you have any questions or need further information please do not hesitate to contact me at(413)320- 4918. Sincerely, Proaa r-sign Group,LLC 4 M , OP Jesse oreno,PE •� ` "- c Ma .ging Partner ,, a7a 4411) rfbi ° +2 E closure c\G A 7 Pro Terra Design Group,LLC Ph:(413)320-4918 1 Short Street,Suite 3 Fax:(413)320-4917 Northampton, MA 01060 E:info @proterra-design.com steeple components including wood skin, wood floors, and steel frame were observed in good condition with no visible water damage, rot,or rusting. AT&T proposes to add six panel antennas and nine RRUs in three sectors of two panel antennas and three RRUs each at the steeple's bell level.Two surge suppressors will be located adjacent to the RRUs. The panel antennas will be fed via coaxial jumpers from the RRUs. The RRUs will be fed via DC power and fiber trunk cables through the steeple interior by equipment cabinets inside a proposed basement equipment room. ProTerra recommends pipe-mounting the panel antennas on steel frames behind the existing louvered panels. A steel frame constructed as shown on the latest Construction Drawings prepared by ProTerra will support each sector's panel antennas.The frame will be secured to the steel steeple framing vertical members. RRUs and surge suppressors will be supported on a similar frame immediately below the panel antennas.The existing wooden louvers will be replaced with RF transparent louvers. This structural analysis of gravity loads was conducted with the aid of the International Existing Building Code (IEBC) 2009 for Alterations Level 2 and historic buildings for the installation of the proposed AT&T equipment. In our opinion, the alterations proposed on the bell level will not result in an increased design live load from wind over the original steeple's design and construction. As a full analysis of the steeple section is beyond the scope of this project, we have subsequently limited our evaluation to the existing gravity carrying load bearing elements near AT&T's proposed equipment. Based upon calculations and analysis performed in conjunction with William 0. Bishop, PE (structural engineer), ProTerra finds the following: • The proposed AT&T panel antennas & radio equipment weighing approximately 2200 lbs. will increase gravity loads by less than 5% at the window level. Since loads and stress are proportional,the increase in stress from the equipment is also less than 5%. In our opinion,the additional loads and stresses will not adversely reduce the structure's ability to resist the design loads imparted upon it. • The calculations provided for gravity loads show that the combined stress in the steel frame members is below 60% of capacity. As a narrow flexible structure, wind loads likely control the design over seismic loads. The small increase in gravity loads from the additional equipment could improve the structure's resistance for overturning. • In our opinion, the addition of the equipment in the steeple will not result in any increase in steeple area or exposure to the wind that would appear to lessen the lateral resistance of the structure over the existing conditions. ProTerra Design Group,LLC Ph:(413)320-4918 1 Short Street,Suite 3 Fax:(413)320-4917 Northampton, MA 01060 E:info @proterra-design.corn Pr& erra DESIGN GROUP, LLC June 17,2013 Mr.Tim Burks Site Acquisition Manager SAI Communications Consultant for AT&T Mobility 500 Enterprise Drive,Suite 3A Rocky Hill,CT 06067 RE: Structural Analysis Opinion of Church Steeple for AT&T New Build AT&T Site#: MA-5106 Northampton Helen Hills Hills Chapel 115&123 Elm Street Northampton,MA 01060 SUMMARY: • In our opinion, the existing steeple structure will support the proposed addition of panel antennas to the louvered steeple section and remote radio units (RRUs) below without modification. Mr. Burks: ProTerra Design Group (ProTerra) was retained to perform a site inspection at the above-referenced location. The purpose of this inspection was to assess the structural capacity of the existing church steeple in order to determine whether it is capable of supporting AT&T's proposed equipment. The following information was used to perform this evaluation: • Proposed equipment upgrade specifications in the form of an RFDS dated June 10, 2013. • Original Building Plan set entitled "Chapel for Smith College; Northampton, Mass." Prepared by William &Geoffrey Platt revised through May 14, 1954. • Fire Protection Upgrade Plan set entitled "Smith College; Northampton, Mass.; Fire Protection System for Helen Hills Hills Chapel Gill Hall and Parsons Annex" prepared by Leoh Pernice & Associates dated April 12, 1993. • HVAC Upgrade Plan set entitled "Ground Floor HVAC Renovations; Helen Hills Chapel, Smith College; Northampton, Massachusetts" prepared by Lindgren & Sharpies, PC dated November 10, 2008. On February 11, May 15,and May 22, 2013, representatives of ProTerra visited this site to survey the as- built conditions of the existing structure. The 136' tall steeple was found to be constructed of a steel frame secured to reinforced concrete footings.The steel frame supported a wooden skin with wooden architectural elements. Horizontal steel framing members supported wooden floors.The attached SK-1 sheet illustrates the steel construction of the steeple as mapped by ProTerra during site visits. All ProTerra Design Group, LLC Ph:(413)320-4918 1 Short Street,Suite 3 Fax:(413)320-4917 Northampton, MA 01060 E:info@proterra-design.com Enclosed please find: • Completed Building Permit Application • Planning board approval • Historical Approval • Contractors License • Workmen's Comp insurance • General Liability insurance • Construction Control Affidavit • set of 11 x 17 plans • Structural and proposed modifications • Check for the fees • Disk with pertinent info including plans Please let me know if there is any additional information that you need in order to process our building permit request. If everything is in order can you please return the permit to me in the enclosed envelope? Thank you in advance for your help, Brian J. Allen KJK Wireless 12 Old Tavern Lane Sutton, MA 01590 508.868.0927 brian kjkwireless.com atsI 7.22.13 Louis Hasbrouck Building Commissioner Department of Building Inspections 212 Main Street Northampton, MA 01060 RE: MA5106S-115 and 123 Elm Street Louis, New Cingular Wireless/ ATT Mobility would like to place a Wireless Communications Facility inside of tow buildings owned by Smith College on Elm Street. In the Helen Hills Hills Chapel 123 Elm Street, AT&T proposes to place 6 antennas and related equipment inside the steeple. We proposed to replace sections of the existing wood steeple with matching fiberglass panels so the antennas which are mounted within the steeple can shoot through the fiberglass. These antennas are connected with fiber and DC power cables to an equipment room which is in the basement of 115 Elm street which will hold the ground equipment. AT&T will place 2 HVAC units outside of 115 Elm Street. 1 s,M (2itj of Nurtt!amptun * '' ; + lEmurtlusctts fl 1! \, ,' DEPARTMENT OF BUILDING INSPECTIONS 'a,7e• *; *" 212 Main Street • Municipal Building Northampton, MA 01060 Lpt(iq0_sjpck Fax:413-587-1272 Chuck Miller Building Commissioner Phone:413-587-1240 Assistant Commissioner CONSTRUCTION CONTROL DOCUMENT (For professional Engineers/Architects responsible for Entire Project) Project Title: AT&T Northampton (MA-5106) Date: July 15, 2013 193& Project Location: 115 & 123 Elm Street Map: 31B Parcel: 195 Zone: URC Scope of Project: Installation of wireless communications facility In accordance with the sixth edition Massachusetts State Building Code, 780 CMR Section 116.0: I, Jesse Moreno, PE Mass. Registration# 47 315 , Being a registered professional Engineer/Architect hereby CERTIFIES that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [XI ENTIRE PROJECT For the above named project and that to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, all acceptable engineering practices and all applicable Laws for the proposed project. Furthermore, I understand and AGREE that I shall perform the necessary professional services to determine that the above mentioned portions of the work proceed 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 of shop drawings, samples and other submittals of the contractor as required by the construction documents as submitted for the building permit, and approval for the conformance to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed In a matter consistent with the construction documents. I shall submit periodically, in a form acceptable to the building official, a progress report together with pertinent comments. Upon completion of the work, I shall submit to the building official a final report as to the satisfactory completion and readiness of the project for occupancy. Sign=t rear t eal of Registered Professional ,$= ,-m jais / ' D IF ay of . ULAf 20 13 -,� 1A5.13 as ac BC3.m ; CS-081816 "ste WILLIAM E JACKSON t 210 JOB RD STANDISH ME 04084 . . , 04101/2014 EASTCOA-03 SKARAM ,d►C-0R 1:r CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 7//22/222/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Clark Insurance PHONE FAx 2385 Congress Street (A/C,No,Eat):(207)774-6257 (A/C,No):(207)774-2994 Portland,ME 04104 E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Berkley Regional Specialty Insurance Company INSURED INSURER B:Excelsior 11045 East Coast Communications,LLC INSURER C:Torus National Insurance Company P.O.Box 571 INSURER D:Maine Employers Mutual 11149 Gorham,ME 04038 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY X CGL0047024 1/20/2013 1/20/2014 DAMAGE TO RENTED 100,000 PREMISES(Ea occurrence) $ CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY X JET X LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) 1,000,000 B X ANY AUTO X BA8601113 1/20/2013 1/20/2014 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ _AUTOS (Per accident) X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE 35771C130ALI 1/20/2013 1/20/2014 AGGREGATE $ 5,000,000 DED X RETENTION$ $ WORKERS COMPENSATION X TWY MTIT-S X OT - AND EMPLOYERS'LABILITY Y/N D ANY PROPRIETOR/PARTNER/EXECUTIVE 5101800130 1/20/2013 1/20/2014 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Job: MA5106. SAI Communications is an additional insured with respect to the insured's operations if required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE AI Communications THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN S S Northwestern Dse ACCORDANCE WITH THE POLICY PROVISIONS. Salem,NH 03079 - AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents 9 Offi_ ; �' ce of Investigations , � I Congress Street, Suite 100 Boston,MA 02114-2017 �` www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): East Coast Communications Address:PO Box 571 City/State/Zip:Gorham ME 04038 Phone#:207-839-3488 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 38 4. ❑ I am a general contractor and I r employees (full and/or part-time).* have hired the sub-contractors 6 ❑1\ew construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' comp.insurance.t 9. ❑ Building addition [No workers' comp. insurance p required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no wireless telecommunications employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new a ffidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Maine Employers Mutual Insurance Company Policy#or Self-ins. Lic. #:5101800130 Expiration Date:01/20/2014 Job Site Address: 115 & 123 Elm Street City/State/Zip:North Hampton MA 01060 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb certify under he pains and, e-attics of erjury that the information provided above is true and correct. Signature: 6"6(./Z / Date 07/23/2013 Phone#: 207-839-3488 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Version1.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, , 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 ri ' I, �� ` S ` A ,as Owne AutozeD 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. Print Nam- if / 7 p,/,Si nature '-f Owner '.- t Dat 9 SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable j Name of License Holder: U) 1 1 (� -56,c k5L- CS --0 i i& 1 6 License Number O'`-) 1dt /ZOI `° Ad ess Expiration Date ' 0-0-1) 39 3y 8 Signature Telephone SECTION 13-WORKERS'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 Attache Yes No Version1.7 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): ,7e5 PA 0Cevc MI Name Area of Responsibility I S l‘CArk S- el- Noriicuy ., KAA 010 6 o `1 ; ► Address Registration Number .1 ) " 3a0 "ig1b 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 Co a 71( _ CO&IS C ww.AvAl C\i 1✓"S Not Applicable ❑ Compan Name: W e\(tw.•. 1G.CV-Sa^ Responsible In Charge of Construction Ad ress P\ Signature // Telephone Versionl.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 0'2o. kJ)\YdQ-SS tiMin`COL'Vice-C -kCc((4) (rSt Of Ck"rc,h Of Proposed Work: tAJ L' ti u t J 4 I r P 130.5e i4-wA' o c „jet C.t,,4 v,v t I GI y '-sQ� et a1r`S SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) 1 CONSTRUCTION TYPE A Assembly A-1 ❑ A-2 ❑ A-3 ❑ 1 1A 1 ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 1 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ j 3A ❑ I Institutional ❑ 1-1 ❑ I-2 ❑ 1-3 ❑ 1 3B ❑ M Mercantile ❑ 1 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ Si- ❑ S-2 ❑ 5B ❑ U Utility Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: 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) 1 St 1St 2nd 2nd 3rd 3rd 4th 4th 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 ❑ Zone Outside Flood Zone Municipal ❑ On site disposal system Version1.7 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 Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage % Open Space Footage °Ie (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A Has a apecial Permit/Variance!Finding ever been issued for/on the site? NO DONT KNOW ( 50-t OA" G ' /it'f 13 IF YES, date issued: IF YE% Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book I Page 3 j'Z and/or Document # B. Does the site contain a brook, body of water or wet lands? NO� DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property?a NO IF YES describe size, type and location: fr..- C-Ge(P) D. Are there any proposed changes to or additions of signs intended for the property ? YES NO IFYEE describe size, type and location: E. Will the construction activity disturb(clearing,gra cavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 Department use only RECEIVED City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit JUL a 6 l 212 Main Street Sewer/Septic Availability V Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans DEPT.OF BUILDING INSPECTION NORTHAMPTON,MAOleptIone X13-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT, REPAIR, RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION Aff-16 1.1 Property Address: This section to be completed by office its k 11-S W■ 5fi Map Lot Unit IJorA.1,4* r-'.- prA (j t G 6 3 Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 5 v + (.01 /o 5 K04-6. vin U ore Name(Print) 5.3s-0 d dCtv Current Mailing Address: ►-)U(ttow.p tu 14^A 0E 06 3 Signature Telephone 61 3)c 6S" a 6 14 2.2 Authorized Agent: (�c( 'S , f I tL okd Low( Name(Print) � k t S 5 ,.4. �, �'� 7 ) Current Mailing Address: � r pV1,4- 0 f S g 0 Signature 1--N-1" 1,1,1- Telephone J 0 ci g G U G g Z i SECTION 3-ESTIMATED ONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection �� n 6. Total = (1 +2+3+4+5) $ 2.,s---I C) 0 U Check Number )V #11)37) This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date File#BP-2014-0093 APPLICANT/CONTACT PERSON KJK WIRELESS PCS LLC ADDRESS/PHONE 12 OLD TAVERN LANE SUTTON (508)868-0927 0 PROPERTY LOCATION 123 ELM ST-HELEN HILLS CHAPEL MAP 31B PARCEL 193 001 ZONE EU(100)/URC(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 4)o 3‘13 Fee Paid Typeof Construction: INSTALL ANTENNAS INSIDE STEEPLE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 081816 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN.FOAMATION PRESENTED: //Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management Demolition Delay /4"-'()",---"/( Signature o uilding Official Date {{ Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 123 ELM ST-HELEN HILLS CHAPEL BP-2014-0093 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 31B- 193 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ANTENNA TOWER BUILDING PERMIT Permit# BP-2014-0093 Project# JS-2013-001866 Est. Cost: $225000.00 Fee: $1350.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: EAST COAST COMMUNICATIONS 081816 Lot Size(sq.ft.): 45302.40 Owner: SMITH COLLEGE c/o Sharon Moore Zoning: EU(100)/URC(100)/ Applicant: KJK WIRELESS PCS LLC AT: 123 ELM ST - HELEN HILLS CHAPEL Applicant Address: Phone: Insurance: 12 OLD TAVERN LANE (508) 868-0927 0 WC SUTTONMA01590 ISSUED ON:8/2/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:INSTALL ANTENNAS INSIDE STEEPLE 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 8/2/2013 0:00:00 $1350.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner