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BP-2015-1120--- File # BP-20 15-1120 APPLICANT/CONTACT PERSON CENTERLINE COMMUNICATIONS ADDRESSIPHONE 95 RYAN DR SUITE I RAYHAM02767 (508) 989-1510 () PROPERTY LOCATION 123 HAYDENVILLE RD MAP II PARCEL 002 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Pennit Filled out Fee Paid Typeof Construction: ADD 3 SPRINT 3 PANEL ANTENNAS, 6 RADIOHEADS & 3 HYBRID TRUNKS New Construction Non Structural interior renovations Addition to Existing Accessory Structure J.3uilding Plans Included: Owner! Statement or License 081072 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON I~RMATION PRESENTED: __Approved __Additional pennits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ _________ Intennediate Project: ___Site Plan AND!OR ____Special Pennit With Site Plan Major Project: Site Plan AND/OR Special Pennit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: Finding_____ Special Pennit. _______ Variance"'____ ___Received & Recorded at Registry ofDeeds ProofEnclosed_____ ___Other Pennits Required: Curb Cut from DPW ___Water Availability ___Sewer Availability ___Septic Approval Board ofHealth ____Well Water Potability Board ofHealth __-,Pennit from Conservation Commission __-,Pennit from CB Architecture Committee ---Pennit from Elm Street Commission ~~__Pennit DPW Stonn Water Management __-,Demolition Delay Signature ofBuilding 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 ofMGL 40A. Contact Office of Planning & Development for more information. May 14,2015 Building Department Puchalski Municipal Building 212 Main St. Northampton, MA 01060 RE: Building Permit Fee -123 Haydenville Road Mr. Miller: Enclosed is the Building permit fee for the Sprint wireless collocation on the existing tower at 123 Haydenville Road. Please mail any issued permit to my attention at the address below. Tim Whalen 95 Ryan Drive; Suite 1 Raynham, MA 02767 If you have any questions I am available at {781} 375-8318 or twhalen@clinellc.com Thanks, Tim Whalen II Version1.7 Commercial rr;:fi§(C!:FFni~~~~h~NorthamptonDepartment Main Street 100 Nnitll'l::l,mntnn, MA 01060 tri?0Pkirr~~~~f~ 1240 Fax 413-587-1272 nTL~<=D THAN A ONE OR TWO FAMILY DWELLING CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING SECTION 1 -SITE INFORMATION I 1.1 Property Address: This section to be completed by office I Map Lot Unit I Zone Overlay District I Elm St District CB District i SECTION 2 -PROPERTY OWNERSHIP/AUTHORIZED AGENT I 2.1 Owner of Record: c=:AMe.~(,Qv"1h:uec= eO~__~--" i 1ft H"OM,"JOi\ A\rt'nve; '~/iH- Name (Print) Current Mailing Address:--J I -7'61-3>'"7")-S-s (f1;' .. I Signature Telephone 2.2 Authorized Agent: IL­':JU~M,-,-----,UJ~"""""YJu-e->....::!y'\~_____---l1 I ttl)R'/c1w 1:£ 'S<. lde { t2ay1\~t(1M !1A-OJ&7 Name (Print) Current Mailing Address: Signature SECTION 3· ESTIMATED CONSTRUCTION COSTS I Item 1. Building 2. Electrical 3. Plumbing 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) I I I I Estimated Cost (Dollars) to be completed by permit applicant tJ$l-37t:;-g~(~ .~ Telephone Official Use Only (a) Building Permit Fee I (b) Estimated Total Cost of Construction from (6) Building Permit Fee Check Number r 1{0 Lf'l I I This Section For Official Use Only Building Permit Number Signature: Building Commissionerllnspector of Buildings Date Issued ~ Date Version1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations 0 Existing Wall Signs o Demolition 0 Repairs 0 Additions 0 Accessory Building 0 Exterior Alteration 0 Existing Ground Sign 0 New Signs 0 Roofing 0 Change of Use 0 Other 0 Brief Oeserl,.,on [Enter a brief description here.. ~(\-I-Co IlAAtloi'l . AJo-':5 \::t{UVlel . 1 Of Proposed Work: t\X\:\eV\Y\tt~(tJ\P~\() heC\d~ t1LA J C:s,::> hYh,\d t\\\Jf1l\s ~Cdk1(;j~ddcf16~ I -SECTION 5 -USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly 0 A-1 0 A-2 0 A-3 0 1A 0 A-4 0 A-5 0 II 1B 0 B Business 0 I 2A 0 E Educational 0 2B I ~ ! F Factory 0 F-1 0 F-2 0 2C 0 H High Hazard 0 i 3A 0 I Institutional 0 1-1 0 1-2 0 1-3 0 3B 0 0 I 0M Mercantile 4 R Residential 0 R-1 0 R-2 0 R-3 0 i 5A 0 S Storage 0 S-1 0 S-2 0 5B 0 U Utility ~ Specify: 1.~tdecotWVHUtH(ttitct1 S Il M Mixed Use 0 Specify: I ! S Special Use 0 Specify: IL COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND/OR CHANGE IN USE EXisting Use Group: I dae(OmIt11.U~)(bho~\SJ tJbl\lf~ Proposed Use Group: [ ,:!t'&COjlitiittLW\ !(d1tl)i) <:::> I EXistil]lHazard Index 780 CMR 34): 1~)f]4: I Proposed Hazard Index 780 CMR 34): I~/4 i SECTION 6 BUILDING HEIGHT AND AREA J BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor (sf) 1sl j 1 s1 ! I 2nd l I 2nd i ] 3rd t ! 3rd ! ! 4th i ! 4th j ! Total Area (sf) t IV tLI.&~~,~ Total Proposed New Construction (sf) ~ UO~~'(a..'7l-dmj Total Height (ft) L_L'~~#AJol~t{L{J r'-';-, I Total Height ft L--l&-~~~~ ill\JuIf t,,:.tlOi\. 7. Water Supply (M.G.L. c. 40, § 54) fA 7.1 Flo~lnforrnatjOn: 7.3 Sewage Disposal System: Public 0 Private 0 Iv: Zone l---l Outside Flood ZoneO Municipal 0 On site disposal systemD I Versionl 7 Commercial Building Permit May 15, 2000 8. NORTHAMPTON ZONING I Existing Proposed Required by Zoning IThis column to be filled in by Building Department Lot Size I IOeS.f (lJ(J'(it..4 ~I i A./l) tto. 1)1l\(J..AP III !i Frontage II II I I Setbacks Front c= c:::J c:::J Side L:c:=J R L...-....i L:c:::J Rl I IRear ;viA­vf-+ i Building Height [8ffi ~ c:::J Bldg. Square Footage QZ114 c:::J % C1tcD cI~ [:=J Open Space Footage Jt£b1. % / ~(Lot area minus bldg & paved I A/l...rt. Iparking) --rv' -r # ofParking Spaces ~ ,utz\­I Fill: (volume & Location) A. Has a Special PermitlVariance/Finding ever been issued forlon the site? NO 0 DONT KNOW 0 YES ~ IF YES, date issued: rnr~I;;oi] IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES 0 0 IF YES: enter Book 10 ~' pageLB~.-J andlor Document #I~II Ocr~ B. Does the site contain a brook, body of water or wetlands? NO ~ DONT KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained 0 , Date Issued: o C. Do any signs exist on the property? YES NO 0 IF YES, describe size, type and location: ID/\.kCbk "?Ottt'YM\Y\S-LQ~<1__~~~iM ..el~~«.U'~\Cct+t01\~ -"l~~--='" -.J D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO ~ IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO ® IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 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: L~f1 . ,I-{o..-t:.n D -! Name (Registrant): ! LI ~¥ RQa~ C,U~:\e ~'1) ·ltdley ILl-Ol{)~ I Address !q' I'~ '¥J.qQ{~ Signature Telephone Not Applicable 0 ,---­ II Lt73r~ I I Registration Number I. I !I ffLlA:. JI'...AItJlJlJl, J/IBfl/tfIJ) , Expiration Date 9.2 Registered Professional Engineer(s): --"1 j S'''l''n l.tlt\\ec I Name I ~')Ou \.eMV'('i~tK~U:;O:~'YJi5eIO(~ £1C I --I Address ; 1 Sionatufe Telephone ! I Name I I Address ! i Signature Telephone I J Name l J Address I I Signature Telephone I J Name I I Address 1 I Signature Telephone l.;)kyfrt,g\..,1 I I Area of Responsibility ! Lyla ~~ :=J Registration Number I L I Expiration Date i I Area of 'v~tJV"~'U""y I 1 Number ! J Expiration Date I I I --l Area of Responsibility I L I Registration Number I I Expiration Date , Area of """!-'V""U"""Y I J 'W~'~"~"V" Number I I Expiration Date 9.3 General Contractor --II De::\f,&d) I Not Applicable 0 Company Name: ! _t~i€:(\\~CQ.MM Ji,1'~~~ I .-l Responsible In Charge of Construction i ttl)~11\ Da\rP<~::ULfeJ ~t1q~A (})'7c?1 1 Addr~~ ./, ~ ~~-.. lf7JJk?~/SiP Signature / Telephone r I i Version1.7 Commercial Building Permit May 15, 2000 SECTION 10-STRUCTURAL PEER REVIEW (780 CMR 110.11) No OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Structural Peer Review -TO I, ....!=================================:::;;;!.,as Owner of the subject property hereby act on my behalf, in all matters relative to work authorized by this building permit applicationr:.______________--, I Signature of Owner Date ===::G~M!:!~W===W===\\:r:![\=======================-__,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. SECTION 12 -CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder: 1=x:>€\€C:2iOt:Q 1 l33-0$.~C27f;) License Number 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 Affidavit Attached Yes Phonetl: The Commonwealth ofMassachusetts Department ofIndustrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 www.mass.govldia Workers' Compensation Insurance Affidavit: General Businesses. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicantlnformation Please Print Leeibly Business/Organization Name: Centerline Communications LLC Address: 95 Ryan Drive Suite 1 City/State/Zip.Raynham, MA 02767 Phone #·781-713-4725 Business Type (required): Are you an employer? Check the appropriate box: 5. o Retail or part-time). * 1. 0 ram aemployer with 150 employees (full and/ 6. 0 Restaurant/Bar/Ealing Establishment 2.0 I am a sole proprietor or partnership and have no 7. 0 Office and/or Sales (inel. real estate, auto, etc.)employees working for me in any capacity. 8. 0 Non-profit[No workers' comp, insurance required] 9. 0 Entertainment their right of exemption per c. 152, §1(4), and we have 3.0 We are a corporation and its officers have exercised 10.0 Manufacturing no employees. [No workers' compo insurance required]*~ 11.0 Health Care 4.0 We are a non-profit organization, staffed by volunteers, 12.0 Other Telecom with no employees. [No workers' compo insurance req,] • Any applicant thal checks box # I must also fill out the sectIOn below ShowHlg theIr workers' compensation policy IIlformatlOn. "lfthe corporate officers have exempted themselves, but the corporation has ·other employees, a workers' compensation policy is rcquired and such an organizaLion should check box #1. J am an employer tll«t is providing workers' compensation insurance for my employees. Below is the policy information. Insurance Company Name:_C_h_u_b_b_l_n_s_ur_a_n_c_e_______------------------c-_____ Insurer's Address: 15 Mountain View Road City/State/Zip: Warren, NJ 07059 Policy # or Self-ins. Lie. 004 4727679 Expiration Date:_O_1_/0_1_/2_0_1_6_~_"-7-_ 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 ofMGL c. 152 can lead to the imposition of criminal penalties ofa 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 ofthis statement may be forwarded to the Office of Investigations ofthe DlA for insurance~llge verification. ~"a/de~ ofperjury that tl,e information prQlll(iel .alit} 0fficii,l 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 Healtb 2. Building Department 3. Cityffown Clerk 4. Licensing Board 5. Selectmen's Office 6.0ther _____________------______ Contact Person: Phone#: www.mass.gQv/dia CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDlYYYYI 4/24/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: Ifthe certificate holder is an ADDITIONAL INSURED, the policy(les) 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 The Driscoll Agency, Inc. 93 Longwater Circle P.O. Box 9120 Norwell MA 02061 INSURED Centerline Communications, LLC 95 Ryan Drive, Suite 1 Raynham MA 02767 NAIC# 8563 INSURERE: INSURERF: COVERAGES CERTIFICATE NUMBER: 1726374399 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,P ..A""D"'C"'LA;-=IM""S....,.,-_______________-I '~f~' TYPE OF INSURANCE l~~~il~~i POUCY NUMBER 1(~~g~If~ID5g~~ LIMITS A : GENERAL LIABILITY Y 1000090137151 1/1/2015 1112016 tECHOCCURRENCE $1,000,000 ' DAMA E TORENTEDX CO.!>AMERCIAL GENERAL LIABILITY PREM~Ea occurre!1Q!ll J-:.$5::,:0"',0::;:0"'-0_____1I. . CLAIMS-MADE ~OCCUR i MED EXP (Anyone person) I$5,000 I PERSONAL&ADVINJURY $1,000,000_[1 I ~G:..:E~N·:.::.E=cRAc:.L-=A-=G"-G=RE.:..G;c:A:;:.;T:':'E'-'---+II~$'-'2.J.:,0c:."'0,.=.00::..:0'----- Fb 0 ~.'L AGGRE~E LIMIT AP~SPER: ~RODUCTS-COMP/oP AGG $2,000,000 • POLICY IX I ~f!g: I I LOC I I i-'$===~---- B AUTOMOBILE LIABILITY Y AS6Z11261492015 1/1/2015 1112016 pE:a accide~tL""~" ~'M' $1,000,0.QL .._ X ANY AUTO BODILY INJURY (Per person) $------------l ALL OWNED SCHEDULEDn BODILY INJURY (Per aCCident) $AUTOS I-----i AUTOS IX I NON·OWNED PROPER~pAMAGE I 0 C--j HIRED AUTOS r~AUTOS ~Per accide"" . '" ! I I . I D .UMBRELLA LlAB ~OCCURI Y! IELD10004485801 111/2015 1112016 EACH OCCURRENCE i $10,000,000 1)(-EXCESS LIAB ,!CLAIMS-MADE [AGGREGATE I$10,000,000 $I OED! i RETENTION $ J J i WORKERS COMPENSATION 0044727679 111/2015 r/1/2016 ~-X~JC i AND EMPLOYERS' LIABILITY YIN I ! E.L. EACH ACCIDENT : ANY PROPRIETORiPARTNERIEXECUTIVE r.;-iN N JA $1,000,000 ! OFFICER/MEMBER EXCLUDED? ~I' ! (Mandatory in NH) i E.l DISEASE EA EMPLOYE! $1,000,000 : E.L DISEASE· POLICY LIMIT 51,000,000~~s'Mr~8~~~«gPERATION8 below ! 1 I I i 1 1 DESCRIPTION OF OPERATIONS I LOCATIONS JVEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) City Of Northampton are included as Additional Insureds for General Liability and Excess (Umbrella) Liability as required by a Signed written contract or agreement with the Named Insured. CERTIFICATE HOLDER CANCELLATION 30 Da"'ys except 1 0 for non-paymen SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Northampton ACCORDANCE WITH THE POLICY PROVISIONS. 210 Main Street Northampton MA 01060 AUTiiORIZED REPRESENTATIVE fo~;;;z~1fI © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD THIS LICENSE TO BE USED FOR A BUILDING PERMIT AT 123 HAYDENVILLE RD LEEDS MA SPRINT SITE # BS25XC084 ONLY ...." Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Sllpen'i~()r License: CS-081072 " ...., \' 1 i "r /\"-J, "\ . /. PETER R. MOHO _.... I,,;, ",. ~., 495THA~EX'r r ;:::. BeUingham MA (J201~') ):: r ~,.::-0," ~ _. ~v' f' ""........,..,,'" '/P"7""~ N ~~. )11\\ \'\ Expiration=-'~~I'" ~~ Conlmissioner 03/16/2016 ~ INCLUDE CENTERLINE COMMUNICATIONS LLC ON PERMIT 95 Ryan Drive Raynham Ma. 02767 PH# 781-713-4725 AMERICAN TOWERe CORPORATION Structural Analysis Report Structure 189 ft Monopole ATC Site Name Northampton MA, MA ATC Site Number 371771 Engineering Number 61991522 Proposed Carrier Sprint Nextel Carrier Site Name leeds Carrier Site Number BS25XC084 Site location 123 Haydenville Rd. Northampton, MA 01053-9753 42.35691, -72.68597 County Hampshire Date April 28, 2015 Max Usage 50% Reviewed by: Bryan Lanier, PE Result Pass Structural Team Leader Kyle Klabunde Structural Engineer I ~~ Apr 30 2015 4:01 PM ATC Tower Services LlC -3500 Regency Parkway, Suite 100 -Cary, NC 2751B -919-46B-0112 -919-466-5414 -www.amerlcantower.com A Eng. Number 61991522 April 28, 2015 AMERICANTOWER· CORPORA7iON Table of Contents Introduction .................................................................................................................................... 1 Supporting Documents .................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion.. ........ ........ ........... ............ ........ ...................... ......... ....... ........... .......... ........ ................... 1 Existing and Reserved Equipment ..................................................................................................... 2 Equipment to be Removed............................................................................................................... 2 Proposed Equipment ....................................................................................................................... 2 Structure Usages .. ......... ................. ........... ........ ........... ........... ..... ............... ........ ........... ........ .......... 3 Foundations ..................................................................................................................................... 3 Deflection, Twist, and Sway............................................................................................................... 3 Standard Conditions ......................................................................................................................... 4 Calculations ........................................................................................................................ . Attached ATe Tower Services LLC· 3500 Regency Parkway. Suite 100 -Cary, NC 27518 -919-468·0112 -919-466-5414 -www.americantower.com A Eng. Number 61991522 April 28, 2015 Page 1 AMERICANTOWER· CORPORATION Introduction The purpose of this report is to summarize results of a structural analysis performed on the 189 ft monopole to reflect the change in loading by Sprint Nextel. supporting Documents I Tower Drawings Sabre Job #50075, dated September 29, 2011 I Foundation Drawing Sabre Job #50075, dated September 29, 2011 I Geotechnical Report Gifford Engineering Project #1130, dated June, 2011 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. I Basic Wind Speed: I Basic Wind Speed w/lce: I Code: 100 mph (3-Second Gust) 40 mph (3-Second Gust) wIlli radial ice concurrent ANSI/TIA-222-G I 2009 IBC I Massachusetts State Building Code, 8th Ed. I : Structure Class: I Exposure Category: II iB i I I Topographic Category: 1 Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATe Tower Services LLC -3500 Regency Parkway, Suite 100 -Cary, NC 27518 -919-468·0112·919-466·5414· www.amerlcantower.com A Eng. Number 61991522 April 28, 2015 Page 2AMERICANTOWERe CORPORATION Existing and Reserved Equipment Elevation' (ft) ! Qty Mount RAD Antenna MountType I lines Carrier 186.0 186.0 ! 180.0 !180.0 I 6 1 6 9 6 6 Powerwave Allgon TT08-19DBll1-001 Raycap DC6-48-60-18-8F Ericsson RRUS-ll Andrew SBNH-1D8585C Andrew ATM200-A20 I Andrew HBX-6516DS-T4M Low Profile Platform Low Profile Platform (14) 15/8" Coax (1) 1/4" Coax (1) 3" Coax (12) 15/811 Coax (6) 3/8" Coax I I i AT&T Mobillty MetroPCS I Equipment to be Removed Elevation1 (ft) Utvl Antenna I I Mount Type Lines Carrier I , Mount I RAD I I No loading considered as to be removed I Proposed Equipment Elevation1 (ft) IQtyI Mount RAD I I Antenna MountType Lines Carrier I 3 Alcatel-Lucent 800MHz RRH w/Type 1 I Notch Filter 166.0 I 3 166.0 I 3 Alcatel-Lucent 1900MHz 4x45 RRH Alcatel TD-RRH8x20-25 w/ Solar Shield Sector Frames (4) 1.25" Hybrid Sprint Nextel I 3 RFS APXVTMl4-ALU-120 I I 3 RFS APXVSPP18-C-A20 lMount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax inside the pole shaft. ATe Tower Services LLC -3500 Regency Parkway, Suite 100 -Cary, NC 27518 -919-468-{)112· 919-466-5414 -www.americantower.com A Eng. Number 61991522 April 28, 2015 Page 3AMERICANTOWER* CORPORATIO" Structure Usages I St truc ura IComponent C ton ro II'mg usage PassIFal'1 Anchor Bolts 43% Pass Shaft 50% Pass Base Plate 32% Pass Foundations Reaction Component Original Design I A I . R .R' I na YSIS eactlonseactlons I % of Design Moment (Kips-Ft) 7,440.8 I 3,417.2 46% Shear (Kips) 49.5 I 25.8 52% The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Elevation (ft) Deflection (ft) Sway (Rotation) (0) 166.0 1.675 1.285 *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G ATe Tower Services llC· 3500 Regency Parkway, Suite 100 -Cary, NC 27518·919·468-0112 -919-466-5414· www.americantower.com A AMERICANTOWER- CORPORAifON Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSlrnA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services lLC -3500 Regency Parkway, Suite 100 -Cary, NC 27518 -919-468-0112 -919-46&.5414 -www.americantower.com r l 81" r Job Information Pole: 371771 Code: ANSIITIA·222 Rev G Description: 189 ft Monopole Client: Sprint Nextel Struct Class: II Location: Northam pton MA, MA Shape: 18 Sides Exposure: B Height: 189.00 (ft) Topo: 1 Base Sev (ft): 0.00 Taper: 0.22500f(inlft) Sections Properties Shaft Section Length (ttl Diameter (in) Accross Flats Thick Joint Top Bottom (In) Type Overlap Steel Length Taper Grade (in) (in/ft) (ksi) 1 2 3 4 53.000 53.500 53.500 45.000 45.72 57.65 0.500 36.20 48.24 0.500 Slip Joint 26.22 38.26 0.438 Slip Joint 17.50 27.62 0.250 Slip Joint 0.000 0.225000 81.000 0.225000 63.000 0.225000 48.000 0.225000 65 65 65 65 Discrete Appurtenance Attach Sev (ft) Force Bev (ft) Qty Description 190.000 186.000 186.000 186.000 186.000 186.000 180.000 180.000 180.000 166.000 166.000 166.000 166.000 166.000 166.000 193.000 186.000 186.000 186.000 186.000 186.000 180.000 180.000 180.000 166.000 166.000 166.000 166.000 166.000 166.000 1 Lightning Rod 1 Flat Low Profile Platform 9 Andrew SBNH·1D8585C 6 Ericsson RRUS·11 1 Raycap DC6-48·60·18·8F 6 Powerwave TT08·19DB111·001 1 Round Low Profile Platform 6 Andrew HBX·6516DS·T4M 6 Andrew ATM200·A20 3 RFS APXVSPP18·C·A20 3 RFS APXVTM14·ALU-120 3 Alcatel TD-RRH8x20·25 wi SS 3 Alcatel·Lucent 1900 MHz 4x45 3 800M Hz RRH w I Type 1 Fllte r 3 Round Sector Fram e 45'-0" 1/4'" Thick (65 KSl) 53'-6" 7/16" Thick (55KSI) 189'-0,,190'-0" --186'-0- 180'-o~ 99'-9" 189'-oa63­ @2007-2015byA TC IPLLC. Allrights reserved. Linear Appurtenance Bev (ft) Exposed From To Description To Wind 0.000 166.0 1.25" Hybrid No 0.000 180.0 1518" Coax No 0.000 180.0 3/8" Coax No 0.000 186.0 1 518" Coax No 0.000 186.0 1/4" Coax No 0.000 186.0 3"Coax No Load Cases 1.20+ 1.6W 100.00 mph with No Ice 0.90+ 1.6W 100.00 mph with No Ice (Reduced OL) 1.20+ 1.001 + 1.0Wi 40.00 mph with 1.00 in Radial Ice 1.00+ i.0W 60.00 mph Serviceability 94'-6" 53'-0" 46'-3~ 53'-6­ l/Z"Thick (65KSI) 53'-0" liZ" Thick (65KSI) Reactions Load Case Moment (kip·ft) Shear (kip) Axial (kip) 1.20+ 1.6W 0.90+ 1.6W 1.20+ 1.001 + 1.0Wi 3417.24 3373.08 652.74 25.83 25.81 4.87 58.23 43.67 88.79 11.00 + 1.0W 163.10 5.81 48.55 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 0.00 0.000 0.000 189'-0-190'-0'" --186'-0­ 180'-0" .....---,LrT-.-....---~ 63" 81'" r 45'-0­ 1/4"Thick (65KSI) 53~-6· 7/16"Thick (65KSI) 53'-6" liZ'" Thick (6SKSI) 53'-0" lIZ-Thick (65KSI) 175.000 '" i'iiii:i 5.GOO .. ~.............. ~ ............ -;.. .. .... .. .. -1 .. .. .. .. .. .. .. .... .. .... ~ , .. .. .. .. .... r.... -...... -: ............... ~ ......... .. 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I I I I ~------~~ ---~----t------ I I I I....--,~-----r~--.-,----~-y----, , , __ .. ~~ __ M_~--.--i_M_M I I ! 1 ..... _,_ ...... ___ ..I __ ~_ _ ~L __ .. ___ ~.... __ .... _ ... __ • _ _ _ I I I I. , " --:-------i----·-.. ~---M·-~··-----i---·, , . ,, .. r .. -.. , . , . ... -""·-"-1 I I I I I .. -:.... -.... -1 .. ---.. -}-.. -..... -~------t .. -~--". I I I , j _\-............. 01 ... - - - - -..... -.... -... - - -..... '" -......... ". .., j I I I I -I-------"'j-------r------~·-----T ---I j I 1 I_1 ... _____ ~ __ .. __ L _____ ~ __ ____ L _ ___ _ , , , t I I • -I~---· -,~------r------,-·-·---?·--~-, " ill I._------,------r-----1-------7------ " .. 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 Interaction Pole: Location: 371771 Northam pton MA, MA Code: ANSIITIA-222 Rev G Struct Class: II y 412812015 8:57;04 AM Height: 189.0 (tt) Exposure Category: B Page: 1 Base Dia: 57.65 (in) Topographic Category: 1 TopDia: 17.50 (in) Base Elev : 0.000 (tt) Shape: 18 Sides x Taper: 0.225000 (inltt) @2007-2015byATCIPLLC. AI/rights reserved. Shaft Section Properties Bottom TopSlip Sect Length Thick Fy Joint Joint Weight Cia 8ev Area Ix Wit OIt Cia 8ev Area Ix Wit OIt Taper Info (ft) (in) (ksl) Type Len (In) (Ib) (in) (ft) (sqln) (in "4) Ratio Ratio (in) (ft) (sqln) (In"4) Ratio Ratio (Inlft) 1-18 53.000 0.5000 65 0.00 14,650 57.65 0.00 90.69 37425.1 18.92 115.30 45.72 53.00 71.77 18546.0 14.71 91.45 0.225000 2-18 53.500 0.5000 65 Slip 81.00 12,054 48.24 46.25 75.77 21820.4 15.60 96.49 36.20 99.75 56.66 9127.4 11.36 72.41 0.225000 3-18 53.500 0.4375 65 Slip 63.00 8,040 38.26 94.50 52.52 9494.2 14.01 87.46 26.22 148.00 35.81 3008.5 9.16 59.94 0.225000 4-18 45.0000.2500 65 Slip 48.00 2,711 27.62 144.00 21.72 2056.6 18.07 110.50 17.50 189.00 13.69 514.6 10.93 70.00 0.225000 Shaft Weight 37,456 Discrete AoQurtenance ProQerties Attach No Ice Ice Distance Vert Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (tt) Des c ription Qty (Ib) (sf) Factor (lb) (sf) Factor (tt) (tt) 190.00 LiqhtninQ Rod 1 75.00 1.000 1.00 253.60 1.952 1.00 0.000 3.000 186.00 Andrew SBNH-1 D8585C 9 57.30 11.450 0.84 440.46 13.728 0.84 0.000 0.000 186.00 Ericsson RRUS-11 6 55.00 3.790 0.67 209.75 4.899 0.67 0.000 0.000 186.00 Flat Low Profile Platform 1 1500.00 26.100 1.00 2,384.45 52.163 1.00 0.000 0.000 186.00 Powerwave TT08-19DB111­6 22.00 0.920 0.50 76.71 1.383 0.50 0.000 0.000 186.00 Raycap OC6-48-60-18-8F 1 20.00 1.900 1.00 139.66 2.776 1.00 0.000 0.000 180.00 Andrew ATM200-A20 6 0.50 0.120 0.50 20.32 0.547 0.50 0.000 0.000 180.00 Andrew HBX-6516OS-T4M 6 9.92 3.320 0.80 138.57 4.612 0.80 0.000 0.000 180.00 Round Low Profile Platform 1 1500.00 21.700 1.00 2,381.55 47.823 1.00 0.000 0.000 166.00 800MHz RRH wI Type 1 Filte r 3 64.00 1.840 0.67 164.98 3.044 0.67 0.000 0.000 166.00 Alcatel TD-RRH8x20-25 wI 55 3 70.00 4.050 0.67 197.56 5.844 0.67 0.000 0.000 166.00 Alcatel-Lucent 1900 MHz 3 60.00 2.320 0.67 198.34 3.254 0.67 0.000 0.000 166.00 RFS APXVSPP18-C-A20 3 57.00 8.020 0.83 344.22 9.804 0.83 0.000 0.000 166.00 RFS APXVTM14-ALU-120 3 56.20 6.340 0.78 253.62 9.279 0.78 0.000 0.000 166.00 Round Sector Frame 3 300.00 14.400 0.75 796.46 36.741 0.75 0.000 0.000 Totals 55 5956.82 17,661.09 Number of Loadings: 15 Linear AoQurtenance ProQerties Elev Elev Exposed From To Width Exposed (tt) (n) Description (in) To Wind 0.00 186.00 (14) 1 518" Coax 0.00 N 0.00 186.00 (1) 1/4" Coax 0.00 N 0.00 186.00 (1) 3" Coax 0.00 N 0.00 180.00 (12) 1 518" Coax 0.00 N 0.00 180.00 (6) 318" Coax 0.00 N 0.00 166.00 (4) 1.25" Hybrid 0.00 N Pole: Location: 371771 Northampton MA, MA Code: ANSlfTlA-222 Rev G Struct Class: II y 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 2 Base Oia: 57.65 (in) Topographic Category: 1 Top Oia: 17.50 (in) Base Elev : 0.000 (ft) Shape: 18 Sides x Taper: 0.225000 (in/ft) © 2007-2015by ATC IP LLC. Allrights reserved. Segment ProQerties (Max Len : 5ft) SegTop Elev (ft) Description Thick (in) Flat Dia (in) Area (inA2) Ix (inA4) Wit Ratio Olt Py Ratio (kSi) S (in3) Weight (Ib) 0.00 0.5000 57.650 90.694 37,425.1 18.92 115.30 79.1 1278. 0.0 5.00 0.5000 56.525 88.908 35,258.2 18.52 113.05 79.6 1228. 1,527.9 10.00 0.5000 55.400 87.123 33,176.6 18.13 110.80 80.1 1179. 1,497.5 15.00 0.5000 54.275 85.338 31.178.5 17.73 108.55 80.5 1131. 1.467.1 20.00 0.5000 53.150 83.553 29,262.4 17.33 106.30 81.0 1084. 1,436.7 25.00 0.5000 52.025 81.767 27,426.4 16.94 104.05 81.5 1038. 1,406.4 30.00 0.5000 50.900 79.982 25,668.8 16.54 101.80 81.9 993.3 1,376.0 35.00 0.5000 49.775 78.197 23,988.0 16.14 99.55 82.4 949.2 1,345.6 40.00 0.5000 48.650 76.411 22,382.2 15.75 97.30 82.6 906.2 1,315.2 45.00 0.5000 47.525 74.626 20.849.8 15.35 95.05 82.6 864.1 1.284.9 46.25 Bot -Section 2 0.5000 47.244 74.180 20,477.9 15.25 94.49 82.6 853.7 316.5 50.00 0.5000 46AOO 72.841 19,388.9 14.95 92.80 82.6 823.0 1,896.3 53.00 Top -Section 1 0.5000 46.725 73.356 19,803.6 15.07 93.45 82.6 834.8 1,492A 55.00 0.5000 46.275 72.642 19,230.9 14.91 92.55 82.6 818.5 496.8 60.00 0.5000 45.150 70.857 17,847.6 14.51 90.30 82.6 778.6 1,220.7 65.00 0.5000 44.025 69.072 16,532.2 14.11 88.05 82.6 739.6 1,190A 70.00 0.5000 42.900 67.286 15,283.1 13.72 85.80 82.6 701.7 1,160.0 75.00 0.5000 41.775 65.501 14,098.6 13.32 83.55 82.6 664.7 1,129.6 80.00 0.5000 40.650 63.716 12,976.9 12.92 81.30 82.6 628.8 1,099.2 85.00 0.5000 39.525 61.930 11,916.3 12.53 79.05 82.6 593.8 1,068.9 90.00 0.5000 38.400 60.145 10,915.2 12.13 76.80 82.6 559.9 1,038.5 94.50 Bot -Section 3 0.5000 37.388 58.538 10,063.6 11.77 74.78 82.6 530.2 908.7 95.00 0.5000 37.275 58.360 9,971.8 11.73 74.55 82.6 526.9 188.7 99.75 TOD ­Section 2 0.4375 37.081 50.883 8,632.2 13.53 84.76 82.6 458.5 1.764.0 100.0 0.4375 37.025 50.804 8,592.5 13.51 84.63 82.6 457.1 43.3 105.0 0.4375 35.900 49.242 7,824.0 13.06 82.06 82.6 429.3 851.1 110.0 0.4375 34.775 47.680 7,102.8 12.60 79.49 82.6 402.3 824.5 115.0 0.4375 33.650 46.118 6,427.3 12.15 76.91 82.6 376.2 797.9 120.0 0.4375 32.525 44.556 5,796.0 11.70 74.34 82.6 351.0 771.4 125.0 0.4375 31.400 42.994 5,207.5 11.24 71.77 82.6 326.6 744.8 130.0 OA375 30.275 41.432 4,660.3 10.79 69.20 82.6 303.2 718.2 135.0 0.4375 29.150 39.869 4,152.7 10.34 66.63 82.6 280.6 691.6 140.0 0.4375 28.025 38.307 3,683.5 9.88 64.06 82.6 258.9 665.0 144.0 Bot -Section 4 0.4375 27.125 37.058 3,334.6 9.52 62.00 82.6 242.1 512.9 145.0 OA375 26.900 36.745 3,251.0 9.43 61.49 82.6 238.0 199.2 148.0 150.0 Top -Section 3 0.2500 26.725 0.2500 26.275 21.007 20.650 1,860.3 1.767.1 17A4 17.12 106.90 80.9 137.1 105.10 81.3 132.5 587.5 141.8 155.0 0.2500 25.150 19.757 1,547.7 16.33 100.60 82.2 121.2 343.7 160.0 0.2500 24.025 18.865 1,347.2 15.53 96.10 82.6 110A 328.6 165.0 0.2500 22.900 17.972 1,164.9 14.74 91.60 82.6 100.2 313.4 166.0 0.2500 22.675 17.794 1,130.5 14.58 90.70 82.6 98.2 60.9 170.0 0.2500 21.775 17.079 999.8 13.95 87.10 82.6 90.4 237.3 175.0 0.2500 20.650 16.187 851.1 13.15 82.60 82.6 81.2 283.0 180.0 0.2500 19.525 15.294 717.9 12.36 78.10 82.6 72.4 267.8 185.0 0.2500 18.400 14.402 599.4 11.57 73.60 82.6 64.2 252.6 186.0 0.2500 18.175 14.223 577.4 11.41 72.70 82.6 62.6 48.7 189.0 0.2500 17.500 13.687 514.6 10.93 70.00 82.6 57.9 142.5 37,455.5 Pole: Location: 371771 Northampton MA, MA Code: ANSlfTlA-222 Rev G Struct Class: II y 4/28/2015 8:51:04 AM Height: 189.0 (tt) Exposure Category: B Page: 3 Base Oia: 57.65 (in) Topographic Category: 1 Top Oia: 17.50 (in) Base Elev: 0.000 (tt) Shape: 18 Sides x Taper: 0.225000 (in/tt) @2OO7-2015byA TC IP LLC. Allrights reserved. Load Case: 1.20 + 1.6W 100.00 mph with No Ice 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) SegTop Ice Wind Dead Tot Dead Elev (tt) Description Kzt Kz qz (psf) qzGh C (psf) (mph-tt) Cf Thick Tributary (in) (tt) Ap (sf) EPAs (sf) Force X (Ib) Load Ice (Ib) Loa a (Ib) 0.00 1.00 0.7017.024 18.72408.140.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.7017.024 18.72400.180.650 0.000 5.00 24.153 15.70 470.4 0.0 1,833.4 10.00 1.00 0.7017.024 18.72392.21 0.650 0.000 5.00 23.677 15.39 461.1 0.0 1.797.0 15.00 1.00 0.7017.024 18.72 384.250.650 0.000 5.00 23.201 15.08 451.9 0.0 1,760.5 20.00 1.00 0.7017.024 18.72376.280.650 0.000 5.00 22.725 14.77 442.6 0.0 1,724.1 25.00 1.00 0.7017.024 18.72 368.320.650 0.000 5.00 22.249 14.46 433.3 0.0 1,687.6 30.00 1.00 0.7017.038 18.74360.51 0.650 0.000 5.00 21.773 14.15 424.4 0.0 1,651.2 35.00 1.00 0.1317.806 19.58 360.390.650 0.000 5.00 21.298 13.84 433.8 0.0 1,614.7 40.00 1.00 0.76 18.498 20.34 359.03 0.650 0.000 5.00 20.822 13.53 440.6 0.0 1,578.3 45.00 1.00 0.7819.131 21.04 356.67 0.650 0.000 5.00 20.346 13.22 445.3 0.0 1.541.8 46.25 Bot -Section 2 1.00 0.7919.281 21.21 355.950.650 0.000 1.25 5.012 3.26 110.6 0.0 379.8 50.00 1.00 0.8119.716 21.68353.510.650 0.000 3.75 15.175 9.86 342.3 0.0 2,275.5 53.00 Top -Section 1 1.00 0.8220.047 22.05 351.280.650 0.000 3.00 11.947 7.77 274.0 0.0 1,790.9 55.00 1.00 0.8320.260 22.28 357.39 0.650 0.000 2.00 7.870 5.12 182.4 0.0 596.2 60.00 1.00 0.8520.770 22.84 353.070.650 0.000 5.00 19.341 12.57 459.6 0.0 1,464.9 65.00 1.00 0.87 21.250 23.37 348.23 0.650 0.000 5.00 18.865 12.26 458.6 0.0 1.428.4 70.00 1.00 0.8921.705 23.87 342.940.650 0.000 5.00 18.389 11.95 456.6 0.0 1,392.0 75.00 1.00 0.9122.137 24.35 337.26 0.650 0.000 5.0017.913 11.64 453.6 0.0 1,355.5 80.00 1.00 0.92 22.549 24.80 331.21 0.650 0.000 5.00 17A37 11.33 449.8 0.0 1,319.1 85.00 1.00 0.94 22.943 25.23 324.850.650 0.000 5.00 16.961 11.02 445.2 0.0 1,282.6 90.00 1.00 0.9523.321 25.65 318.190.650 0.000 5.00 16.485 10.72 439.8 0.0 1,246.2 94.50 Bot -Section 3 1.00 0.97 23.648 26.01 311.97 0.650 0.000 4.50 14.429 9.38 390.4 0.0 1,090.4 95.00 1.00 0.97 23.684 26.05311.260.650 0.000 0.50 1.616 1.05 43.8 0.0 226.4 99.75 Top -Section 2 1.00 0.98 24.017 26.41 304.450.650 0.000 4.7515.119 9.83 415.4 0.0 2,116.8 100.0 1.00 0.9824.034 26.43311.450.650 0.000 0.25 0.784 0.51 21.6 0.0 51.9 105.0 1.00 1.0024.371 26.80304.100.650 0.000 5.00 15.427 10.03 430.1 0.0 1,021.3 110.0 1.00 1.0124.697 27.16 296.530.650 0.000 5.00 14.951 9.72 422.4 0.0 989.4 115.0 1.00 1.0225.013 27.51 288.770.650 0.000 5.0014.475 9.41 414.2 0.0 957.5 120.0 1.00 1.0425.319 27.85 280.81 0.650 0.000 5.00 13.999 9.10 405.5 0.0 925.6 125.0 1.00 1.05 25.616 28.17272.690.650 0.000 5.0013.523 8.79 396.3 0.0 893.7 130.0 1.00 1.06 25.905 28.49 264.39 0.650 0.000 5.00 13.047 8.48 386.7 0.0 861.8 135.0 1.00 1.0726.185 28.80 255.950.650 0.000 5.0012.571 8.17 376.6 0.0 829.9 140.0 1.00 1.08 26.459 29.10247.350.650 0.000 5.00 12.095 7.86 366.1 0.0 798.1 144.0 Bot -Section 4 1.00 1.09 26.673 29.34 240.370.650 0.000 4.00 9.333 6.07 284.8 0.0 615.5 145.0 1.00 1.0926.726 29.39 238.61 0.650 0.000 1.00 2.328 1.51 71.2 0.0 239.0 148.0 150.0 Top -Section 3 1.00 1.1026.882 1.00 1.1126.986 29.57 233.31 0.650 29.68 234.20 0.650 0.000 0.000 3.00 2.00 6.870 4A85 4.47 2.92 211.3 138.5 0.0 0.0 705.0 170.1 155.0 1.00 1.1227.240 29.96 225.22 0.650 0.000 5.00 10.879 7.07 339.0 0.0 412.5 160.0 1.00 1.1327.488 30.23216.130.650 0.000 5.00 10.403 6.76 327.1 0.0 394.3 165.0 1.00 1.1427.731 30.50 206.91 0.650 0.000 5.00 9.927 6.45 314.9 0.0 376.0 166.0 170.0 Appertunance(s) 1.00 1.1427.779 1.00 1.1527.968 30.55 205.06 0.650 30.76 197.590.650 0.000 0.000 1.00 4.00 1.928 7.523 1.25 4.89 61.3 240.7 0.0 0.0 73.0 284.8 175.0 1.00 1.1628.201 31.02 188.160.650 0.000 5.00 8.975 5.83 289.5 0.0 339.6 180.0 185.0 Appertunance(s) 1.00 1.1628.429 1.00 1.1728.652 31.27 178.630.650 31.51 168.990.650 0.000 0.000 5.00 5.00 8.499 8.023 5.52 5.21 276A 263.0 0.0 0.0 321.4 303.1 186.0 189.0 Appertunance(s) Appertunance(s) 1.00 1.1828.696 1.00 1.1828.828 31.56167.060.650 31.71 161.220.650 0.000 0.000 1.00 3.00 1.547 4.528 1.01 2.94 50.8 149.3 0.0 0.0 58.4 171.0 Totals: 189.00 15,162.6 0.0 44,946.6 Pole: Location: 371771 Northampton MA, MA Code: ANSlfTlA-222 Rev G Struct Class: II y 4/28/20158:57:04 AM Height: 189.0 (tt) Exposure Category: B Page: 4 Base Oia: 57.65 (in) Topographic Category: 1 Top Oia: 17.50 (in) Base Elev : 0.000 (tt) Shape: 18 Sides x Taper: 0.225000 (Inlft) @2007-2015byATCIPLLC. AI/rights reserved. Load Case: 1.20 + 1.6W 100.00 mph with No Ice 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horlz Vert Wind Mom Mom Dead 8ev qz qzGh Orientation EPAa E.cc E.cc fX Y Z Loaa (ft) Description Qty (psf) (psf) factor Ka (sf) (ft) (ft) (Ib) (Ib-ft) (Ib-ft) (Ib) 166.0 Round Sector Frame 3 27.779 30.556 0.75 0.75 24.30 0.000 0.000 1.188.03 0.00 0.00 1.080.00 166.0 800MHz RRH wI Type 1 3 27.779 30.556 0.67 0.80 2.96 0.000 0.000 144.65 0.00 0.00 230.40 166.0 Alcatel-Lucent 1900 3 27.779 30.556 0.67 0.80 3.73 0.000 0.000 182.39 0.00 0.00 216.00 166.0 Alcatel TO-RRH8x20-2 3 27.779 30.556 0.67 0.80 6.51 0.000 0.000 318.39 0.00 0.00 252.00 166.0 RFS APXVTM14-ALU­3 27.779 30.556 0.78 0.80 11.87 0.000 0.000 580.25 0.00 0.00 202.32 166.0 RFS APXVSPP18-C­3 27.779 30.556 0.83 0.80 15.98 0.000 0.000 781.06 0.00 0.00 205.20 180.0 Andrew ATM200-A20 6 28.429 31.272 0.50 0.80 0.29 0.000 0.000 14.41 0.00 0.00 3.60 180.0 Andrew HBX-65160S­6 28.429 31.272 0.80 0.80 12.75 0.000 0.000 637.88 0.00 0.00 71.42 180.0 Round Low Profile PI 1 28.429 31.272 1.00 1.00 21.70 0.000 0.000 1,085.74 0.00 0.00 1,800.00 186.0 Ericsson RRUS-11 6 28.696 31.566 0.67 0.80 12.19 0.000 0.000 615.59 0.00 0.00 396.00 186.0 Andrew SBNH­9 28.696 31.566 0.84 0.80 69.25 0.000 0.000 3,497.45 0.00 0.00 618.84 186.0 Rat Low Profile Pia 1 28.696 31.566 1.00 1.00 26.10 0.000 0.000 1,318.19 0.00 0.00 1,800.00 186.0 Powerwave TT08­6 28.696 31.566 0.50 0.80 2.21 0.000 0.000 111.52 0.00 0.00 158.40 186.0 Raycap DC6-48-60-18­1 28.696 31.566 1.00 0.80 1.52 0.000 0.000 76.77 0.00 0.00 24.00 190.0 LiQhtninQ Rod 1 29.001 31.901 1.00 1.00 1.00 0.000 3.000 51.04 0.00 204.17 90.00 10,603.39 7,148.18 Pole: Location: 371771 Northampton MA, MA Code: ANSlmA-222 Rev G Struct Class: II y 4/28/20158:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 5 Base Dia: 57.65 (in) Topographic Category: 1 TopDia: 17.50 (in) Base Elev : 0.000 (ft) Shape: 18 Sides x Taper: 0.225000 (in/ft) @2007-2015byATCIPLLC. 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Load Case: 1.2D+1.6W 100.00 mph with No Ice 27 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY (-) MY MZ (ft) (Ib) (Ib) (Ib-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 470.40 2,004.32 0.00 0.00 10.00 461.13 1,967.87 0.00 0.00 15.00 451.86 1,931A2 0.00 0.00 20.00 442.59 1,894.97 0.00 0.00 25.00 433.32 1,858.52 0.00 0.00 30.00 424.41 1,822.07 0.00 0.00 35.00 433.82 1,785.62 0.00 0.00 40.00 440.62 1.749.17 0.00 0.00 45.00 445.28 1,712.72 0.00 0.00 46.25 110.55 422.48 0.00 0.00 50.00 342.27 2,403.71 0.00 0.00 53.00 273.99 1,893.44 0.00 0.00 55.00 182.40 664.51 0.00 0.00 60.00 459.55 1,635.77 0.00 0.00 65.00 458.61 1.599.32 0.00 0.00 70.00 456.61 1,562.87 0.00 0.00 75.00 453.64 1,526.42 0.00 0.00 80.00 449.81 1,489.97 0.00 0.00 85.00 445.17 1,453.52 0.00 0.00 90.00 439.80 1,417.07 0.00 0.00 94.50 390.37 1,244.20 0.00 0.00 95.00 43.80 243.50 0.00 0.00 99.75 415.40 2,279.13 0.00 0.00 100.0 21.55 60.45 0.00 0.00 105.0 430.12 1,192.19 0.00 0.00 110.0 422.42 1,160.30 0.00 0.00 115.0 414.20 1,128.40 0.00 0.00 120.0 405.48 1.096.51 0.00 0.00 125.0 396.29 1,064.62 0.00 0.00 130.0 386.65 1,032.72 0.00 0.00 135.0 376.58 1,000.83 0.00 0.00 140.0 366.11 968.93 0.00 0.00 144.0 284.80 752.18 0.00 0.00 145.0 71.18 273.19 0.00 0.00 148.0 211.28 807.53 0.00 0.00 150.0 138.45 238.45 0.00 0.00 155.0 339.01 583.37 0.00 0.00 160.0 327.13 565.15 0.00 0.00 165.0 314.92 546.92 0.00 0.00 166.0 3,256.06 2,293.12 0.00 0.00 170.0 240.69 398.27 0.00 0.00 175.0 289.55 481.43 0.00 0.00 180.0 2,014.44 2,338.23 0.00 0.00 185.0 262.98 383.06 0.00 0.00 186.0 5,670.33 3,071.66 0.00 0.00 189.0 200.38 260.95 0.00 204.17 Totals: 25,765.99 58,261.06 0.00 204.17 Pole: Location: 371771 Northampton MA, MA Code: ANSIlTIA-222 Rev G Struct Class: II y 412812015 8:57:04 AM Height: 189.0 (ft) Exposure Category : B Page: 6 Base Oia: 57.65 (in) Topographic Category : 1 TopOia: 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (lnIft) @2007-2015byATCIPLLG. 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Load Case: 1.20 + 1.6W 100.00 mph with No Ice 27 Iterations Gust Res ponse Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind Load Factor: 1.60 Calculated Forces Seg Elev Pu FY(-) Vu FXH Tu MY Mu MZ Mu MX Resultant Moment phi Pn phi Vn phi Tn phi Mn Total Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -58.23 -25.83 0.00 -3,417.24 0.00 3,417.24 6,460.36 3,230.18 15,157.57,590.03 0.00 0.00 0.459 5.00 -56.17 -25.49 0.00 -3,288.08 0.00 3,288.08 6,370.53 3,185.26 14,649.97,335.87 0.07 -0.13 0.457 10.00 -54.15 -25.14 0.00 -3,160.66 0.00 3,160.66 6,279.193,139.60 14,147.47,084.22 0.27 -0.26 0.455 15.00 -52.16 -24.80 0.00 -3.034.95 0.00 3.034.95 6.186.363,093.18 13.650.06,835.17 0.61 -0.39 0.453 20.00 -50.21 -24.46 0.00 -2,910.95 0.00 2,910.95 6,092.033,046.01 13,158.1 6,588.83 1.09 -0.53 0.450 25.00 -48.30 -24.13 0.00 -2,788.63 0.00 2,788.63 5,996.192,998.10 12,671.76,345.31 1.72 -0.66 0.448 30.00 -46.42 -23.80 0.00 -2,667.98 0.00 2,667.98 5,898.862,949.43 12,191.26,104.71 2.49 -0.81 0.445 35.00 -44.58 -23.45 0.00 -2,549.00 0.00 2,549.00 5,800.032,900.01 11,716.8 5,867.13 3.41 -0.95 0.442 40.00 -42.78 -23.09 0.00 -2,431.75 0.00 2,431.75 5,676.982,838.49 11,203.85,610.22 4.49 -1.10 0.441 45.00 -41.04 -22.68 0.00 -2.316.30 0.00 2.316.30 5.544.342.772.17 10.683.75.349.81 5.72 -1.25 0.440 46.25 -40.59 -22.61 0.00 -2,287.96 0.00 2,287.96 5,511.182,755.59 10,555.65,285.68 6.05 -1.29 0.440 50.00 -38.15 -22.29 0.00 -2,203.16 0.00 2,203.16 5,411.702,705.85 10,176.05,095.59 7.11 -1.41 0.439 53.00 -36.24 -22.01 0.00 -2,136.31 0.00 2,136.31 5,450.022,725.01 10,321.45,168.39 8.02 -1.50 0.420 55.00 -35.54 -21.88 0.00 -2,092.28 0.00 2,092.28 5,396.962,698.48 10,120.45,067.72 8.67 -1.57 0.420 60.00 -33.86 -21.46 0.00 -1,982.88 0.00 1,982.88 5,264.32 2,632.16 9,626.44 4,820.38 10.39 -1.72 0.418 65.00 -32.22 -21.04 0.00 -1,875.56 0.00 1,875.56 5,131.682,565.84 9,144.844,579.22 12.27 -1.87 0.416 70.00 -30.61 -20.62 0.00 -1.770.34 0.00 1.770.34 4.999.04 2.499.52 8.675.60 4.344.25 14.31 -2.03 0.414 75.00 -29.05 -20.19 0.00 -1,667.25 0.00 1,667.25 4,866,402,433.20 8,218.71 4,115.47 16.52 -2.19 0.411 80.00 -27.52 -19.76 0.00 -1,566.29 0.00 1,566.29 4,733.762,366.88 7,774.19 3,892.87 18.89 -2.35 0.408 85.00 -26.03 -19.33 0.00 -1,467.49 0.00 1,467.49 4,601.122,300.56 7,342.033,676.47 21.44 -2.52 0.405 90.00 -24.58 -18.90 0.00 -1,370.83 0.00 1,370.83 4,468.48 2,234.24 6,922.22 3,466.26 24.17 -2.69 0.401 94.50 -23.33 -18.48 0.00 -1,285.79 0.00 1,285.79 4,349.11 2,174.55 6,554.963,282.35 26.77 -2.84 0.397 95.00 -23.06 -18.46 0.00 -1,276.55 0.00 1,276.55 4,335.842,167.92 6,514.783,262.23 27.07 -2.86 0.397 99.75 -20.78 -17.96 0.00 -1.188.84 0.00 1.188.84 3,780.321.890.16 5,669.082.838.75 30.00 -3.03 0.424 100.00 -20.69 -17.98 0.00 -1,184.35 0.00 1,184.35 3,774.521,887.26 5,651.592,829.99 30.16 -3.04 0.424 105.00 -19.46 -17.55 0.00 -1,094.47 0.00 1,094.47 3,658.46 1,829.23 5,307.392,657.64 33,44 -3.22 0.417 110.00 -18.27 -17.12 0.00 -1,006.74 0.00 1,006.74 3,542.401,771.20 4,974.002,490.70 36.92 -3.42 0.409 115.00 -17.11 -16.69 0.00 -921.15 0.00 921.15 3,426.341,713.17 4,651.432,329.17 40.60 -3.61 0.401 120.00 -15.99 -16.27 0.00 -837.68 0.00 837.68 3,310.28 1,655.14 4,339.682,173.06 44.48 -3.80 0.390 125.00 -14.90 -15.86 0.00 -756.32 0.00 756.32 3.194.221.597.11 4.038.742.022.37 48.56 -4.00 0.379 130.00 -13.85 -15.44 0.00 -677.04 0.00 677.04 3,078.161,539.08 3,748.61 1,877.09 52.85 -4.19 0.365 135.00 -12.82 -15.04 0.00 -599.82 0.00 599.82 2,962.101,481.05 3,469.301,737.23 57.35 -4.39 0.350 140.00 -11.84 -14.63 0.00 -524.63 0.00 524.63 2,846.041,423.02 3,200.801,602.78 62.04 -4.58 0.332 144.00 -11.09 -14.31 0.00 -466.11 0.00 466.11 2,753.191,376.60 2,993.791,499.12 65.95 -4.74 0.315 145.00 -10.81 -14.23 0.00 -451.80 0.00 451.80 2,729.981,364.99 2,943.121,473.75 66.94 -4.77 0.311 148.00 -10.00 -13.96 0.00 -409.12 0.00 409.12 1,529.33 764.67 1,661.09 831.78 69.97 -4.89 0.499 150.00 -9.73 -13.84 0.00 -381.20 0.00 381.20 1.510.28 755.14 1.612.25 807.32 72.04 -4.96 0.479 155.00 -9.11 -13.49 0.00 -312.01 0.00 312.01 1,461.58 730.79 1,492.19 747.20 77.38 -5.24 0.424 160.00 -8.53 -13.15 0.00 -244.57 0.00 244.57 1,401.56 700.78 1,365.61 683.82 83.00 -5.50 0.364 165.00 -7.99 -12.80 0.00 -178.83 0.00 178.83 1,335.24 667.62 1,238.79 620.32 88.87 -5.72 0.295 166.00 -6.01 -9.34 0.00 -166.04 0.00 166.04 1,321.98 660.99 1,214.17 607.99 90.07 -5.76 0.278 170.00 -5.62 -9.07 0.00 -128.68 0.00 128.68 1,268.92 634.46 1,118.15 559.91 94.96 -5.91 0;234 175.00 -5.15 -8.75 0.00 -83.31 0.00 83.31 1,202.60 601.30 1,003.69 502.59 101.23 -6.06 0.170 180.00 -3.03 -6.50 0.00 -39.58 0.00 39.58 1.136.28 568.14 895.41 448.37 107.62 -6.16 0.091 185.00 -2.68 -6.20 0.00 -7.08 0.00 7.08 1,069.96 534.98 793.31 397.24 114.10 -6.21 0.020 186.00 -0.24 -0.23 0.00 -0.89 0.00 0.89 1,056.70 528.35 773.63 387.39 115.40 -6.21 0.003 189.00 0.00 -0.20 0.00 -0.20 0.00 0.20 1,016.90 508.45 716.08 358.57 119.29 -6.21 0.001 Pole: Location: 371771 Northampton MA, MA Code: ANSIITIA·222 RevG Struct Class: II y 4/28/20158:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 7 Base Oia: 57.65 (in) Topographic Category: 1 TopOia: 17.50 (in) Base Elev: 0.000 (ft) Shape : 18 Sides x Taper: 0.225000 (in/ft) @2007-201SbyATCIPUC. 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Load Case: 0.90+ 1.6W 100.00 mph with No Ice (Reduced OL) 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Shaft Segment Forces (Factored) SegTop Ice Wind Dead Tot Dead Elev (ft) Description Kzt Kz qz (pst) qzGh C (pst) (mph-ft) Cf Thick Tributary (in) (ft) Ap (sf) EPAs (sf) Force X (Ib) Load Ice (Ib) Loaa (Ib) 0.00 1.00 0.7017.024 18.72408.140.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.7017.024 18.72400.180.650 0.000 5.0024.153 15.70 470.4 0.0 1,375.1 10.00 1.00 0.7017.024 18.72 392.21 0.650 0.000 5.00 23.677 15.39 461.1 0.0 1,347.7 15.00 1.00 0.7017.024 18.72384.250.650 0.000 5.00 23.201 15.08 451.9 0.0 1,320A 20.00 1.00 0.7017.024 18.72376.280.650 0.000 5.00 22.725 14.77 442.6 0.0 1,293.1 25.00 1.00 0.7017.024 18.72 368.32 0.650 0.000 5.00 22.249 14.46 433.3 0.0 1,265.7 30.00 1.00 0.7017.038 18.74 360.51 0.650 0.000 5.0021.773 14.15 424.4 0.0 1,238.4 35.00 1.00 0.7317.806 19.58 360.39 0.650 0.000 5.0021.298 13.84 433.8 0.0 1,211.1 40.00 1.00 0.7618.498 20.34 359.03 0.650 0.000 5.00 20.822 13.53 440.6 0.0 1,183.7 45.00 1.00 0.7819.131 21.04 356.67 0.650 0.000 5.00 20.346 13.22 445.3 0.0 1.156A 46.25 Bot· Section 2 1.00 0.7919.281 21.21 355.950.650 0.000 1.25 5.012 3.26 110.6 0.0 284.8 50.00 1.00 0.8119.716 21.68 353.51 0.650 0.000 3.75 15.175 9.86 342.3 0.0 1,706.7 53.00 Top· Section 1 1.00 0.8220.047 22.05 351.28 0.650 0.000 3.00 11.947 7.77 274.0 0.0 1,343.2 55.00 1.00 0.83 20.260 22.28 357.39 0.650 0.000 2.00 7.870 5.12 182.4 0.0 447.1 60.00 1.00 0.8520.770 22.84 353.07 0.650 0.000 5.0019.341 12.57 459.6 0.0 1,098.7 65.00 1.00 0.8721.250 23.37 348.23 0.650 0.000 5.00 18.865 12.26 458.6 0.0 1,071.3 70.00 1.00 0.8921.705 23.87 342.94 0.650 0.0005.00 18.389 11.95 456.6 0.0 1,044.0 75.00 1.00 0.9122.137 24.35337.260.650 0.000 5.00 17.913 11.64 453.6 0.0 1,016.7 80.00 1.00 0.92 22.549 24.80 331.21 0.650 0.000 5.00 17.437 11.33 449.8 0.0 989.3 85.00 1.00 0.9422.943 25.23 324.850.650 0.000 5.00 16.961 11.02 445.2 0.0 962.0 90.00 1.00 0.95 23.321 25.65318.190.650 0.000 5.0016.485 10.72 439.8 0.0 934.6 94.50 Bot -Section 3 1.00 0.97 23.648 26.01 311.970.650 0.000 4.5014.429 9.38 390.4 0.0 817.8 95.00 1.00 0.9723.684 26.05311.260.650 0.000 0.50 1.616 1.05 43.8 0.0 169.8 99.75 Top -Section 2 1.00 0.9824.017 26.41 304.450.650 0.000 4.7515.119 9.83 415A 0.0 1,587.6 100.0 1.00 0.9824.034 26.43 311.45 0.650 0.000 0.25 0.784 0.51 21.6 0.0 38.9 105.0 1.00 1.00 24.371 26.80304.100.650 0.000 5.00 15.427 10.03 430.1 0.0 766.0 110.0 1.00 1.0124.697 27.16296.530.650 0.000 5.00 14.951 9.72 422.4 0.0 742.1 115.0 1.00 1.02 25.013 27.51 288.770.650 0.000 5.00 14.475 9.41 414.2 0.0 718.1 120.0 1.00 1.0425.319 27.85 280.81 0.650 0.000 5.00 13.999 9.10 405.5 0.0 694.2 125.0 1.00 1.0525.616 28.17272.690.650 0.000 5.00 13.523 8.79 396.3 0.0 670.3 130.0 1.00 1.06 25.905 28A9 264.39 0.650 0.000 5.00 13.047 8.48 386.7 0.0 646.4 135.0 1.00 1.0726.185 28.80 255.95 0.650 0.000 5.00 12.571 8.17 376.6 0.0 622.5 140.0 1.00 1.08 26.459 29.10247.350.650 0.000 5.00 12.095 7.86 366.1 0.0 598.5 144.0 Bot -Section 4 1.00 1.09 26.673 29.34 240.37 0.650 0.000 4.00 9.333 6.07 284.8 0.0 461.6 145.0 1.00 1.0926.726 29.39 238.61 0.650 0.000 1.00 2.328 1.51 71.2 0.0 179.3 148.0 150.0 Top -Section 3 1.00 1.1026.882 1.00 1.1126.986 29.57 233.31 0.650 29.68 234.20 0.650 0.000 0.000 3.00 2.00 6.870 4.485 4.47 2.92 211.3 138.5 0.0 0.0 528.8 127.6 155.0 1.00 1.1227.240 29.96 225.220.650 0.000 5.00 10.879 7.07 339.0 0.0 309.4 160.0 1.00 1.1327.488 30.23216.130.650 0.000 5.00 10.403 6.76 327.1 0.0 295.7 165.0 1.00 1.1427.731 30.50 206.91 0.650 0.000 5.00 9.927 6.45 314.9 0.0 282.0 166.0 Appertunance(s) 1.00 1.1427.779 30.55 205.06 0.650 0.000 1.00 1.928 1.25 61.3 0.0 54.8 170.0 1.00 1.1527.968 30.76197.590.650 0.000 4.00 7.523 4.89 240.7 0.0 213.6 175.0 1.00 1.1628.201 31.02 188.160.650 0.000 5.00 8.975 5.83 289.5 0.0 254.7 180.0 Appertunance(s) 1.00 1.1628.429 31.27178.630.650 0.000 5.00 8.499 5.52 276.4 0.0 241.0 185.0 1.00 1.1728.652 31.51 168.990.650 0.000 5.00 8.023 5.21 263.0 0.0 227.4 186.0 Appertunance(s) 1.00 1.1828.696 31.56167.060.650 0.000 1.00 1.547 1.01 50.8 0.0 43.8 189.0 Appertunance(s) 1.00 1.1828.828 31.71 161.220.650 0.000 3.00 4.528 2.94 149.3 0.0 128.2 Totals: 189.00 15,162.6 0.0 33,710.0 Pole: Location: 371771 Northampton MA, MA Code: ANSlfTlA-222 Rev G Struct Class: II y 4/28120158:57:04 AM Height: 189.0 (tt) Exposure Category: B Page: 8 Base Ola: 57.65 (in) Topographic Category: 1 Top Oia: 17.50 (in) Base Bev: 0.000 (tt) Shape: 18 Sides X Taper: 0.225000 (in/tt) @2007·2015byATCIPLLC. 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Load Case: 0.90 + 1.6W 100.00 mph with No Ice (Reduced OL) 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Discrete Ap~urtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead EJev qz qzGh Orientation EPAa Ecc Ecc FX Y Z Loao (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (Ib-ft) (Ib-ft) (Ib) 166.0 Round Sector Frame 3 27.779 30.556 0.75 0.75 24.30 0.000 0.000 1.188.03 0.00 0.00 810.00 166.0 800MHz RRH w/ Type 1 3 27.779 30.556 0.67 0.80 2.96 0.000 0.000 144.65 0.00 0.00 172.80 166.0 Alcatel-Lucent 1900 3 27.779 30.556 0.67 0.80 3.73 0.000 0.000 182.39 0.00 0.00 162.00 166.0 Alcatel TD-RRH8x20-2 3 27.779 30.556 0.67 0.80 6.51 0.000 0.000 318.39 0.00 0.00 189.00 166.0 RFS APXVTM14-ALU­3 27.779 30.556 0.78 0.80 11.87 0.000 0.000 580.25 0.00 0.00 151.74 166.0 RFS APXVSPP18-C· 3 27.779 30.556 0.83 0.80 15.98 0.000 0.000 781.06 0.00 0.00 153.90 180.0 Andrew ATM200-A20 6 28.429 31.272 0.50 0.80 0.29 0.000 0.000 14A1 0.00 0.00 2.70 180.0 Andrew HBX-65160S­6 28.429 31.272 0.80 0.80 12.75 0.000 0.000 637.88 0.00 0.00 53.57 180.0 Round Low Profile PI 1 28A29 31.272 1.00 1.00 21.70 0.000 0.000 1,085.74 0.00 0.00 1,350.00 186.0 Ericsson RRUS-11 6 28.696 31.566 0.67 0.80 12.19 0.000 0.000 615.59 0.00 0.00 297.00 186.0 Andrew SBNH­9 28.696 31.566 0.84 0.80 69.25 0.000 0.000 3,497.45 0.00 0.00 464.13 186.0 Flat Low Profile Pia 1 28.696 31.566 1.00 1.00 26.10 0.000 0.000 1,318.19 0.00 0.00 1,350.00 186.0 Powerwave TT08· 6 28.696 31.566 0.50 0.80 2.21 0.000 0.000 111.52 0.00 0.00 118.80 186.0 Raycap OC6-48-60-18­1 28.696 31.566 1.00 0.80 1.52 0.000 0.000 76.77 0.00 0.00 18.00 190.0 Linhtninn Rod 1 29.001 31.901 1.00 1.00 1.00 0.000 3.000 51.04 0.00 204.17 67.50 10,603.39 5,361.14 Pole: Location: 371771 Northampton MA, MA Code: ANSlfTlA-222 Rev G Struct Class: II y 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 9 Base Oia: 57.65 (in) Topographic Category: 1 Top Oia: 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides x Taper: 0.225000 (Inlft) @2007-2015byATCIPLLC. 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Load Case: 0.90 + 1.6W 100.00 mph with No Ice (Reduced OL) 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX (-) FY(-) MY MZ (ft) (Ib) (Ib) (Ib-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 470.40 1,503.24 0.00 0.00 10.00 461.13 1.475.90 0.00 0.00 15.00 451.86 1,448.56 0.00 0.00 20.00 442.59 1,421.23 0.00 0.00 25.00 433.32 1,393.89 0.00 0.00 30.00 424.41 1,366.55 0.00 0.00 35.00 433.82 1,339.21 0.00 0.00 40.00 440.62 1.311.88 0.00 0.00 45.00 445.28 1,284.54 0.00 0.00 46.25 110.55 316.86 0.00 0.00 50.00 342.27 1,802.78 0.00 0.00 53.00 273.99 1,420.08 0.00 0.00 55.00 182.40 498.39 0.00 0.00 60.00 459.55 1,226.83 0.00 0.00 65.00 458.61 1.199.49 0.00 0.00 70.00 456.61 1,172.15 0.00 0.00 75.00 453.64 1,144.81 0.00 0.00 80.00 449.81 1,117A8 0.00 0.00 85.00 445.17 1,090.14 0.00 0.00 90.00 439.80 1,062.80 0.00 0.00 94.50 390.37 933.15 0.00 0.00 95.00 43.80 182.62 0.00 0.00 99.75 415.40 1,709.35 0.00 0.00 100.0 21.55 45.34 0.00 0.00 105.0 430.12 894.14 0.00 0.00 110.0 422.42 870.22 0.00 0.00 115.0 414.20 846.30 0.00 0.00 120.0 405.48 822.38 0.00 0.00 125.0 396.29 798.46 0.00 0.00 130.0 386.65 774.54 0.00 0.00 135.0 376.58 750.62 0.00 0.00 140.0 366.11 726.70 0.00 0.00 144.0 284.80 564.14 0.00 0.00 145.0 71.18 204.89 0.00 0.00 148.0 211.28 605.65 0.00 0.00 150.0 138.45 178.84 0.00 0.00 155.0 339.01 437.53 0.00 0.00 160.0 327.13 423.86 0.00 0.00 165.0 314.92 410.19 0.00 0.00 166.0 3,256.06 1,719.84 0.00 0.00 170.0 240.69 298.70 0.00 0.00 175.0 289.55 361.08 0.00 0.00 180.0 2,014A4 1,753.67 0.00 0.00 185.0 262.98 287.30 0.00 0.00 186.0 5,670.33 2,303.75 0.00 0.00 189.0 200.38 195.71 0.00 204.17 Totals: 25,765.99 43,695.80 0.00 204.17 Pole: Location: 371771 Northampton MA, MA Code: ANSlfTlA-222 Rev G Struct Class: II y 412812015 8:57:04 AM Height: 189.0 (ft) Exposure Category : B Page: 10 Base Oia: 57.65 (in) Topographic Category : 1 TopOia: 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 Unitt) @2I)07-2I)15byA TC IP LLC. 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Load Case: 0.90+ 1.6W 100.00 mph with No Ice (Reduced OL) 26 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 0.90 Wind Load Factor: 1.60 Calculated Forces Seg Elev (ft) Pu FY(-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -43.67 -25.81 0.00 -3,373.08 0.00 3,373.08 6,460.36 3,230.18 15,157.57,590.03 0.00 0.00 0.451 5.00 -42.11 -25.43 0.00 -3,244.02 0.00 3,244.02 6,370.53 3,185.26 14,649.97,335.87 0.07 -0.13 0.449 10.00 -40.58 -25.06 0.00 -3,116.85 0.00 3,116.85 6,279.193,139.60 14,147.47,084.22 0.27 -0.25 0.446 15.00 -39.07 -24.69 0.00 -2.991.54 0.00 2.991.54 6,186.363.093.18 13.650.0 6.835.17 0.60 -0.39 0.444 20.00 -37.60 -24.33 0.00 -2,868.09 0.00 2,868.09 6,092.033,046.01 13,158.1 6,588.83 1.08 -0.52 0.442 25.00 -36.15 -23.97 0.00 -2,746.46 0.00 2,746.46 5,996.192,998.10 12,671.76,345.31 1.70 -0.66 0.439 30.00 -34.73 -23.61 0.00 -2,626.64 0.00 2,626.64 5,898.862,949.43 12,191.26,104.71 2.46 -0.79 0.436 35.00 -33.34 -23.24 0.00 -2,508.59 0.00 2,508.59 5,800.032,900.01 11,716.85,867.13 3.36 -0.94 0.433 40.00 -31.98 -22.86 0.00 -2,392AO 0.00 2,392.40 5,676.982,838.49 11,203.85,610.22 4.42 -1.08 0.432 45.00 -30.67 -22.44 0.00 -2.278.11 0.00 2.278.11 5.544.342.772.17 10.683.75.349.81 5.64 -1.23 0.431 46.25 -30.32 -22.36 0.00 -2,250.07 0.00 2,250.07 5,511.182,755.59 10,555.65,285.68 5.96 -1.27 OA31 50.00 -28.49 -22.03 0.00 -2,166.22 0.00 2,166.22 5,411.702,705.85 10,176.05,095.59 7.01 -1.38 0.430 53.00 -27.05 -21.76 0.00 -2,100.14 0.00 2,100.14 5,450.022,725.01 10,321.45,168.39 7.91 -1.48 0.411 55.00 -26.51 -21.61 0.00 -2,056.63 0.00 2,056.63 5,396.962,698.48 10,120.45,067.72 8.54 -1.54 0.411 60.00 -25.24 -21.18 0.00 -1,948.59 0.00 1,948.59 5,264.32 2,632.16 9,626.44 4,820.38 10.23 -1.69 0.409 65.00 -24.00 -20.75 0.00 -1,842.69 0.00 1,842.69 5,131.682,565.84 9,144.844,579.22 12.08 -1.84 OA07 70.00 -22.79 -20.32 0.00 -1,738.94 0.00 1,738.94 4.999.04 2,499.52 8.675.60 4.344.25 14.09 -2.00 0.405 75.00 -21.61 -19.88 0.00 -1,637.36 0.00 1,637.36 4,866.402,433.20 8,218.714,115.47 16.27 -2.15 0.402 80.00 -20.46 -19.45 0.00 -1,537.96 0.00 1,537.96 4,733.762,366.88 7,774.193,892.87 18.61 -2.31 0.399 85.00 -19.33 -19.01 0.00 -1,440.73 0.00 1,440.73 4,601.122,300.56 7,342.033,676.47 21.12 -2.48 0.396 90.00 -18.24 -18.58 0.00 -1,345.67 0.00 1,345.67 4,468.48 2,234.24 6,922.22 3,466.26 23.80 -2.64 0.392 94.50 -17.30 -18.17 0.00 -1,262.08 0.00 1,262.08 4,349.11 2,174.55 6,554.96 3,282.35 26.36 -2.80 0.389 95.00 -17.09 -18.14 0.00 -1,253.00 0.00 1,253.00 4,335.842,167.92 6,514.783,262.23 26.65 -2.81 0.388 99.75 -15.38 -17.66 0.00 -1,166.83 0.00 1.166.83 3,780.321,890.16 5.669.082.838.75 29.53 -2.98 0.415 100.00 -15.30 -17.67 0.00 -1,162.41 0.00 1,162.41 3,774.521,887.26 5,651.592,829.99 29.69 -2.99 0.415 105.00 -14.38 -17.24 0.00 -1,074.09 0.00 1,074.09 3,658.46 1,829.23 5,307.39 2,657.64 32.91 -3.17 0.408 110.00 -13.48 -16.81 0.00 -987.91 0.00 987.91 3,542.401,771.20 4,974.002,490.70 36.33 -3.36 0.401 115.00 -12.60 -16;39 0.00 -903.87 0.00 903.87 3,426.341,713.17 4,651.432,329.17 39.95 -3.55 0.392 120.00 -11.75 -15.97 0.00 -821.94 0.00 821.94 3,310.281,655.14 4,339.682,173.06 43.77 -3.74 0.382 125.00 -10.93 -15.56 0.00 -742.10 0.00 742.10 3.194.221.597.11 4.038.742.022.37 47.78 -3.93 0.370 130.00 -10.13 -15.15 0.00 -664.33 0.00 664.33 3,078.161,539.08 3,748.611,877.09 52.00 -4.12 0.357 135.00 -9.36 -14.75 0.00 -588.58 0.00 588.58 2,962.101,481.05 3,469.301,737.23 56.42 -4.31 0.342 140.00 -8.63 -14.36 0.00 -514.82 0.00 514.82 2,846.04 1,423.02 3,200.80 1,602.78 61.03 -4.50 0.324 144.00 -8.06 -14.04 0.00 -457.41 0.00 457.41 2,753.191,376.60 2,993.791,499.12 64.87 -4.65 0.308 145.00 -7.85 -13.96 0.00 -443.37 0.00 443.37 2,729.98 1,364.99 2,943.12 1,473.75 65.84 -4.69 0.304 148.00 -7.24 -13.71 0.00 -401.48 0.00 401.48 1,529.33 764.67 1,661.09 831.78 68.82 -4.80 OA88 150.00 -7.03 -13.58 0.00 -374.05 0.00 374.05 1.510.28 755.14 1,612.25 807.32 70.85 -4.88 0.468 155.00 -6.56 -13.24 0.00 -306.15 0.00 306.15 1,461.58 730.79 1,492.19 747.20 76.10 -5.15 0.415 160.00 -6.12 -12.90 0.00 -239.97 0.00 239.97 1,401.56 700.78 1,365.61 683.82 81.62 -5AO 0.356 165.00 -5.71 -12.56 0.00 -175.48 0.00 175.48 1,335.24 667.62 1,238.79 620.32 87.40 -5.62 0.288 166.00 -4.31 -9.15 0.00 -162.93 0.00 162.93 1,321.98 660.99 1,214.17 607.99 88.58 -5.66 0.271 170.00 -4.01 -8.90 0.00 -126.31 0.00 126.31 1,268.92 634.46 1,118.15 559.91 93.38 -5.81 0.229 175.00 -3.66 -8.58 0.00 -81.83 0.00 81.83 1,202.60 601.30 1,003.69 502.59 99.53 -5.95 0.166 180.00 -2.12 -6.39 0.00 -38.94 0.00 38.94 1.136.28 568.14 895A1 448.37 105.82 -6.06 0.089 185.00 -1.86 -6.10 0.00 -6.97 0.00 6.97 1,069.96 534.98 793.31 397.24 112.18 -6.10 0.019 186.00 -0.17 -0.22 0.00 -0.86 0.00 0.86 1,056.70 528.35 773.63 387.39 113.45 -6.10 0.002 189.00 0.00 -0.20 0.00 -0.20 0.00 0.20 1,016.90 508.45 716.08 358.57 117.28 -6.10 0.001 Pole: 371771 Code: ANSIITIA-222 RevG Location: Northampton MA, MA Struct Class: II 4/28/20158:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 11 Base Oia: 57.65 (in) Topographic Category: 1 TopOia: 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides L~ XTaper: 0.225000 (inlft) @2007-2015byATCIPLLC. 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Load Case: 1.20 + 1.00i + 1.0Wi 40.00 mph with 1.00 in Radial Ice 26 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces (Factored) SegTop Ice Wind Dead Tot Dead Bev (ft) Description Kzt Kz qz (psf) qzGh C (psf) (mph-ft) Cf Thick Tributary (in) (ft) Ap (sf) EPAs (sf) Force X (Ib) Load Ice (Ib) Loaa (Ib) 0.00 1.00 0.70 2.724 2.996 0.000 1.200 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 2.724 2.996 0.000 1.200 1.656 5.0025.533 30.64 91.8 603.5 2,437.0 10.00 1.00 0.70 2.724 2.996 0.000 1.200 1.775 5.0025.157 30.19 90.4 635.6 2,432.6 15.00 1.00 0.70 2.724 2.996 0.000 1.200 1.848 5.0024.742 29.69 89.0 649.8 2,410.3 20.00 1.00 0.70 2.724 2.996 0.000 1.200 1.902 5.0024.311 29.17 87.4 655.9 2,380.0 25.00 1.00 0.70 2.724 2.996 0.000 1.200 1.945 5.0023.871 28.64 85.8 657.5 2,345.2 30.00 1.00 0.70 2.726 2.999 0.000 1.200 1.981 5.0023.424 28.11 84.3 656.1 2,307.3 35.00 1.00 0.73 2.849 3.134 0.000 1.200 2.012 5.0022.974 27.57 86.4 652.5 2,267.2 40.00 1.00 0.76 2.960 3.256 0.000 1.200 2.039 5.0022.521 27.02 88.0 647.2 2,225.5 45.00 1.00 0.78 3.061 3.367 0.000 1.200 2.063 5.0022.065 26.48 89.2 640.7 2.182.5 46.25 Bot -Section 2 1.00 0.79 3.085 3.394 0.000 1.200 2.069 1.25 5.443 6.53 22.2 159.7 539.5 50.00 1.00 0.81 3.155 3.470 0.000 1.200 2.085 3.7516.478 19.77 68.6 484.6 2,760.1 53.00 Top -Section 1 1.00 0.82 3.207 3.528 0.000 1.200 2.097 3.0012.996 15.59 55.0 384.7 2,175.6 55.00 1.00 0.83 3.242 3.566 0.000 1.200 2.105 2.00 8.571 10.29 36.7 255.1 851.2 60.00 1.00 0.85 3.323 3.656 0.000 1.200 2.123 5.0021.110 25.33 92.6 628.6 2,093.5 65.00 1.00 0.87 3.400 3.740 0.000 1.200 2.140 5.0020.648 24.78 92.7 618.7 2.047.2 70.00 1.00 0.89 3.473 3.820 0.000 1.200 2.156 5.0020.186 24.22 92.5 608A 2,000A 75.00 1.00 0.91 3.542 3.896 0.000 1.200 2.171 5.00 19.722 23.67 92.2 597.5 1,953.0 80.00 1.00 0.92 3.608 3.969 0.000 1.200 2.185 5.0019.258 23.11 91.7 586.1 1,905.2 85.00 1.00 0.94 3.671 4.038 0.000 1.200 2.198 5.0018.793 22.55 91.1 574.4 1,857.0 90.00 1.00 0.95 3.731 4.105 0.000 1.200 2.211 5.00 18.327 21.99 90.3 562.2 1,808.4 94.50 Bot -Section 3 1.00 0.97 3.784 4.162 0.000 1.200 2.222 4.5016.096 19.31 80.4 495.9 1,586.3 95.00 1.00 0.97 3.789 4.168 0.000 1.200 2.223 0.50 1.802 2.16 9.0 56.2 282.6 99.75 Top -Section 2 1.00 0.98 3.843 4.227 0.000 1.200 2.234 4.7516.888 20.27 85.7 522.4 2,639.2 100.0 1.00 0.98 3.845 4.230 0.000 1.200 2.234 0.25 0.877 1.05 4.5 27.5 79.4 105.0 1.00 1.00 3.899 4.289 0.000 1.200 2.245 5.0017.298 20.76 89.0 536.3 1,557.6 110.0 1.00 1.01 3.952 4.347 0.000 1.200 2.256 5.0016.831 20.20 87.8 523.0 1,512.4 115.0 1.00 1.02 4.002 4.402 0.000 1.200 2.266 5.0016.363 19.64 86.4 509.5 1,467.0 120.0 1.00 1.04 4.051 4.456 0.000 1.200 2.276 5.0015.895 19.07 85.0 495.8 1,421.4 125.0 1.00 1.05 4.099 4.508 0.000 1.200 2.285 5.0015.427 18.51 83.5 481.8 1.375.6 130.0 1.00 1.06 4.145 4.559 0.000 1.200 2.294 5.0014.959 17.95 81.8 467.7 1,329.5 135.0 1.00 1.07 4.190 4.609 0.000 1.200 2.303 5.0014.490 17.39 80.1 453.3 1,283.3 140.0 1.00 1.08 4.233 4.657 0.000 1.200 2.311 5.0014.021 16.83 78.4 438.8 1,236.9 144.0 Bot -Section 4 1.00 1.09 4.268 4.694 0.000 1.200 2.317 4.0010.878 13.05 61.3 341.7 957.1 145.0 1.00 1.09 4.276 4.704 0.000 1.200 2.319 1.00 2.715 3.26 15.3 86.3 325.3 148.0 150.0 Top· Section 3 1.00 1.10 1.00 1.11 4.301 4.318 4.731 0.000 1.200 4.749 0.000 1.200 2.324 2.327 3.00 2.00 8.032 5.260 9.64 6.31 45.6 30.0 253.5 166.6 958.5 336.7 155.0 1.00 1.12 4.358 4.794 0.000 1.200 2.335 5.0012.824 15.39 73.8 401.6 814.1 160.0 1.00 1.13 4.398 4.838 0.000 1.200 2.342 5.0012.355 14.83 71.7 386.5 780.7 165.0 1.00 1.14 4A37 4.881 0.000 1.200 2.349 5.0011.885 14.26 69.6 371.2 747.2 166.0 Appertunance(s) 1.00 1.14 4.445 4.889 0.000 1.200 2.351 1.00 2.320 2.78 13.6 73.6 146.6 170.0 1.00 1.15 4.475 4.922 0.000 1.200 2.356 4.00 9.093 10.91 53.7 284.6 569.4 175.0 1.00 1.16 4.512 4.963 0.000 1.200 2.363 5.0010.944 13.13 65.2 340.3 679.9 180.0 185.0 Appertunance(s) 1.00 1.16 1.00 1.17 4.549 4.584 5.003 0.000 1.200 5.043 0.000 1.200 2.370 2.376 5.0010.474 5.00 10.003 12.57 12.00 62.9 60.5 324.6 308.8 646.0 612.0 186.0 189.0 Appertunance(s) Appertunance(s) 1.00 1.18 1.00 1.18 4.591 4.612 5.051 0.000 1.200 5.074 0.000 1.200 2.378 2.381 1.00 3.00 1.944 5.719 2.33 6.86 11.8 34.8 61.1 177.7 119.6 348.6 Totals: 189.00 3,139.2 19,845.3 64,791.9 Pole: 371771 Code: ANSIITIA-222 Rev G Location: Northampton MA, MA Struct Class: II 412812015 8:57:04 AM Height: 189.0 (tt) Exposure Category: B Page: 12 Base Dia: 57.65 (in) Topographic Category: 1 TopDia: 17.50 (in) Base Elev: 0.000 (tt) Shape: 18 Sides L Taper: 0.225000 (inlft) @2oo7-2015byATC IP LLC. 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V X Load Case: 1.20 +1.00i + l.OWi 40.00 mph with 1.00 in Radial Ice 26 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Discrete AD~urtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Bev qz qzGh Orientation EPAa fcc fcc FX Y Z I.oao (tt) Description Qty (psf) (psf) Factor Ka (sf) (tt) (tt) (Ib) (Ib-ft) (Ib-ft) (Ib) 166.0 Round Sector Frame 166.0 800MHz RRH wI Type 1 3 3 4.445 4.445 4.889 4.889 0.75 0.67 0.75 0.80 62.00 4.89 0.000 0.000 0.000 0.000 303.12 23.93 0.00 0.00 0.00 0.00 2,224.38 473.03 166.0 A1catel-Lucent 1900 3 4.445 4.889 0.67 0.80 5.23 0.000 0.000 25.58 0.00 0.00 631.03 166.0 Alcatel TO·RRH8x20-2 3 4.445 4.889 0.67 0.80 9.40 0.000 0.000 45.94 0.00 0.00 553.37 166.0 RFS APXVTM14-ALU­3 4.445 4.889 0.78 0.80 17.37 0.000 0.000 84.92 0.00 0.00 685.98 166.0 RFS APXVSPP18-C­3 4.445 4.889 0.83 0.80 19.53 0.000 0.000 95.48 0.00 0.00 1,066.86 180.0 Andrew ATM200-A20 6 4.549 5.003 0.50 0.80 1.31 0.000 0.000 6.56 0.00 0.00 122.55 180.0 Andrew HBX-65160S­6 4.549 5.003 0.80 0.80 17.71 0.000 0.000 88.61 0.00 0.00 843.34 180.0 Round Low Profile PI 1 4.549 5.003 1.00 1.00 47.82 0.000 0.000 239.28 0.00 0.00 2,481.55 186.0 Ericsson RRUS-11 6 4.591 5.051 0.67 0.80 15.76 0.000 0.000 79.58 0.00 0.00 1,324.49 186.0 Andrew SBNH­9 4.591 5.051 0.84 0.80 83.03 0.000 0.000 419.33 0.00 0.00 4,067.32 186.0 Flat Low Profile Pia 1 4.591 5.051 1.00 1.00 52.16 0.000 0.000 263A5 0.00 0.00 2,484.45 186.0 Powerwave 1108­6 4.591 5.051 0.50 0.80 3.32 0.000 0.000 16.76 0.00 0.00 486.63 186.0 Raycap DC6-48-60-18· 1 4.591 5.051 1.00 0.80 2.22 0.000 0.000 11.22 0.00 0.00 143.66 190.0 LiQhtninQ Rod 1 4.640 5.104 1.00 1.00 1.95 0.000 3.000 9.97 0.00 39.86 243.60 1,713.73 17,832.25 Pole: Location: 371771 Northampton MA, MA Code: ANSlfTlA-222 Rev G Struct Class: II y 4128/20158:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 13 Base Dia: 57.65 (in) Topographic Category : 1 TopDia: 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (Inlft) @2007-2015byATCIPLLC. AI/rights reserved. Load Case: 1.20 + 1.0Di + l.OWi 40.00 mph with 1.00 in Radial Ice 26 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX (-) FY(-) MY MZ (ft) (lb) (Ib) (Ib-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 91.80 2,607.86 0.00 0.00 10.00 90.45 2,603.51 0.00 0.00 15.00 88.96 2,581.17 0.00 0.00 20.00 87.41 2,550.91 0.00 0.00 25.00 85.83 2,516.06 0.00 0.00 30.00 84.29 2,478.18 0.00 0.00 35.00 86.39 2,438.12 0.00 0.00 40.00 87.98 2,396A1 0.00 0.00 45.00 89.15 2,353.39 0.00 0.00 46.25 22.17 582.20 0.00 0.00 50.00 68.61 2,888.29 0.00 0.00 53.00 55.02 2,278.15 0.00 0.00 55.00 36.68 919.60 0.00 0.00 60.00 92.60 2,264.33 0.00 0.00 65.00 92.67 2.218.07 0.00 0.00 70.00 92.53 2,171.23 0.00 0.00 75.00 92.21 2,123.89 0.00 0.00 80.00 91.71 2,076.09 0.00 0.00 85.00 91.06 2,027.88 0.00 0.00 90.00 90.27 1,979.31 0.00 0.00 94.50 80.39 1,740.13 0.00 0.00 95.00 9.01 299.69 0.00 0.00 99.75 85.66 2,801.54 0.00 0.00 100.0 4.45 87.91 0.00 0.00 105.0 89.04 1,728.47 0.00 0.00 110.0 87.79 1,683.31 0.00 0.00 115.0 86A4 1,637.92 0.00 0.00 120.0 85.00 1,592.29 0.00 0.00 125.0 83A6 1,546.45 0.00 0.00 130.0 81.84 1,500.40 0.00 0.00 135.0 80.14 1,454.16 0.00 0.00 140.0 78.35 1,407.75 0.00 0.00 144.0 61.28 1,093.84 0.00 0.00 145.0 15.32 359.47 0.00 0.00 148.0 45.60 1,061.04 0.00 0.00 150.0 29.98 405.08 0.00 0.00 155.0 73.78 984.96 0.00 0.00 160.0 71.72 951.60 0.00 0.00 165.0 69.60 918.11 0.00 0.00 166.0 592.59 5,815.47 0.00 0.00 170.0 53.71 682.90 0.00 0.00 175.0 65.18 821.70 0.00 0.00 180.0 397.34 4,235.27 0.00 0.00 185.0 60.53 691.91 0.00 0.00 186.0 802.12 8,642.12 0.00 0.00 189.0 44.78 592.24 0.00 39.86 Totals: 4,852.94 88,790.40 0.00 39.86 Pole: Location: 371771 Northampton MA, MA Code: ANSIITIA-222 RevG Struct Class: II y 4/28/20158:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 14 Base Dia: 57.65 (in) Topographic Category : 1 TopDia: 17.50 (in) Base Elev: 0.000 (ft) Shape : 18 Sides X Taper: 0.225000 (in/ft) @2007-2015byATCIPLLG. 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Load Case: 1.2D + l.ODi + 1.0Wi 40.00 mph with 1.00 in Radial Ice 26 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor: 1.00 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Ice Importance Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Elev (ft) Pu FY(-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-k ips) Resultant Moment (ft-kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -88.79 -4.87 0.00 -652.74 0.00 652.74 6,460.36 3,230.18 15,157.57,590.03 0.00 0.00 0.100 5.00 -86.18 -4.82 0.00 -628.38 0.00 628.38 6,370.533,185.26 14,649.97,335.87 0.01 -0.02 0.099 10.00 -83.57 -4.76 0.00 -604.30 0.00 604.30 6,279.193,139.60 14,147.47,084.22 0.05 -0.05 0.099 15.00 -80.99 -4.71 0.00 -580.49 0.00 580.49 6.186.363.093.18 13.650.06.835.17 0.12 -0.07 0.098 20.00 -78.44 -4.65 0.00 -556.97 0.00 556.97 6,092.033,046.01 13,158.1 6,588.83 0.21 -0.10 0.097 25.00 -75.92 -4.59 0.00 -533.72 0.00 533.72 5,996.192,998.10 12,671.76,345.31 0.33 -0.13 0.097 30.00 -73.44 -4.54 0.00 -510.74 0.00 510.74 5,898.862,949.43 12,191.26,104.71 0.48 -0.15 0.096 35.00 -71.00 -4.48 0.00 -488.05 0.00 488.05 5,800.032,900.01 11,716.85,867.13 0.65 -0.18 0.095 40.00 -68.60 -4.42 0.00 -465.64 0.00 465.64 5,676.982,838.49 11,203.85,610.22 0.86 -0.21 0.095 45.00 -66.25 -4.34 0.00 -443.55 0.00 443.55 5.544.342.772.17 10.683.75.349.81 1.09 -0.24 0.095 46.25 -65.66 -4.33 0.00 -438.13 0.00 438.13 5,511.182,755.59 10,555.65,285.68 1.16 -0.25 0.095 50.00 -62.77 -4.27 0.00 -421.88 0.00 421.88 5,411.702,705.85 10,176.05,095.59 1.36 -0.27 0.094 53.00 -60.50 -4.22 0.00 -409.05 0.00 409.05 5,450.022,725.01 10,321.45,168.39 1.53 -0.29 0.090 55.00 -59.57 -4.20 0.00 -400.60 0.00 400.60 5,396.962,698.48 10,120.45,067.72 1.66 -0.30 0.090 60.00 -57.31 -4.13 0.00 -379.58 0.00 379.58 5,264.322,632.16 9,626.444,820.38 1.99 -0.33 0.090 65.00 -55.09 -4.05 0.00 -358.94 0.00 358.94 5,131.682,565.84 9,144.844,579.22 2.35 -0.36 0.089 70.00 -52.92 -3.97 0.00 -338.68 0.00 338.68 4.999.04 2.499.52 8.675.60 4,344.25 2.74 -0.39 0.089 75.00 -50.79 -3.89 0.00 -318.82 0.00 318.82 4,866.40 2,433.20 8,218.71 4,115.47 3.16 -0.42 0.088 80.00 -48.71 -3.81 0.00 -299.35 0.00 299.35 4,733.762,366.88 7,774.193,892.87 3.62 -0.45 0.087 85.00 -46.68 -3.73 0.00 -280.29 0.00 280.29 4,601.122,300.56 7,342.033,676.47 4.10 -0.48 0.086 90.00 -44.70 -3.65 0.00 -261.64 0.00 261.64 4,468.48 2,234.24 6,922.22 3,466.26 4.62 -0.51 0.085 94.50 -42.96 -3.56 0.00 -245.22 0.00 245.22 4,349.11 2,174.55 6,554.963,282.35 5.12 -0.54 0.085 95.00 -42.66 -3.56 0.00 -243.44 0.00 243.44 4,335.842,167.92 6,514.783,262.23 5.18 -0.55 0.084 99.75 100.00 -39.86 -39.77 -3.46 -3.47 0.00 0.00 -226.51 -225.64 0.00 0.00 226.51 225.64 3,780.321,890.16 5.669.082.838.75 3,774.521,887.26 5,651.592,829.99 5.74 5.77 -0.58 -0.58 0.090 0.090 105.00 -38.04 -3.39 0.00 -208.29 0.00 208.29 3,658.46 1,829.23 5,307.39 2,657.64 6.40 -0.62 0.089 110.00 -36.36 -3.30 0.00 -191.35 0.00 191.35 3,542.401,771.20 4,974.002,490.70 7.06 -0.65 0.087 115.00 -34.72 -3.22 0.00 -174.82 0.00 174.82 3,426.341,713.17 4,651.432,329.17 7.77 -0.69 0.085 120.00 -33.13 -3.14 0.00 -158.72 0.00 158.72 3,310.281,655.14 4,339.682,173.06 8.51 -0.73 0.083 125.00 -31.58 -3.06 0.00 -143.02 0.00 143.02 3,194.221.597.11 4,038.742,022.37 9.29 -0.76 0.081 130.00 -30.08 -2.97 0.00 -127.75 0.00 127.75 3,078.161,539.08 3,748.61 1,877.09 10.11 -0.80 0.078 135.00 -28.62 -2.89 0.00 -112.89 0.00 112.89 2,962.101,481.05 3,469.301,737.23 10.97 -0.84 0.075 140.00 -27.22 -2.81 0.00 -98.44 0.00 98.44 2,846.04 1,423.02 3,200.80 1,602.78 11.86 -0.87 0.071 144.00 -26.12 -2.74 0.00 -87.22 0.00 87.22 2,753.191,376.60 2,993.791,499.12 12.61 -0.90 0.068 145.00 -25.76 -2.72 0.00 -84.48 0.00 84.48 2,729.981,364.99 2,943.121,473.75 12.80 -0.91 0.067 148.00 -24.70 -2.67 0.00 -76.32 0.00 76.32 1,529.33 764.67 1,661.09 831.78 13.38 -0.93 0.108 150.00 -24.29 -2.64 0.00 -70.99 0.00 70.99 1,510.28 755.14 1,612.25 807.32 13.77 -0.94 0.104 155.00 -23.31 -2.57 0.00 -57.77 0.00 57.77 1,461.58 730.79 1,492.19 747.20 14.79 -1.00 0.093 160.00 -22.36 -2.50 0.00 -44.91 0.00 44.91 1,401.56 700.78 1,365.61 683.82 15.86 -1.04 0.082 165.00 -21.44 -2.42 0.00 -32.40 0.00 32.40 1,335.24 667.62 1,238.79 620.32 16.97 -1.08 0.068 166.00 -15.64 -1.73 0.00 -29.98 0.00 29.98 1,321.98 660.99 1,214.17 607.99 17.20 -1.09 0.061 170.00 -14.95 -1.67 0.00 -23.07 0.00 23.07 1,268.92 634.46 1,118.15 559.91 18.13 -1.12 0.053 175.00 -14.13 -1.59 0.00 -14.74 0.00 14.74 1,202.60 601.30 1,003.69 502.59 19.31 -1.15 0.041 180.00 -9.91 -1.11 0.00 -6.79 0.00 6.79 1,136.28 568.14 895.41 448.37 20.52 -1.16 0.024 185.00 -9.22 -1.04 0.00 -1.25 0.00 1.25 1,069.96 534.98 793.31 397.24 21.75 -1.17 0.012 186.00 -0.59 -0.06 0.00 -0.21 0.00 0.21 1,056.70 528.35 773.63 387.39 21.99 -1.17 0.001 189.00 0.00 -0.04 0.00 -0.04 0.00 0.04 1,016.90 508.45 716.08 358.57 22.73 -1.17 0.000 Pole: Location: 371771 Northampton MA, MA Code: ANSIITIA-222 RevG Struct Class: II y 4/28/2015 8:57:04 AM Height: 189.0 (tt) Exposure Category: B Page: 15 Base Oia: 57.65 (in) Topographic Category: 1 Top Oia: 17.50 (in) Base Elev: 0.000 (tt) Shape: 18 Sides X Taper: 0.225000 (inlft) @2007-2015byATCIPLLC. AI/rights reserved. Load Case: 1.00 + 1.0W 60.00 mph Serviceability 25 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces (Factored) SegTop Ice Wind Dead Tot Dead Elev (tt) Description Kzt Kz qz (psf) qzGh C (psf) (mph-tt) Cf Thick Tributary (in) (tt) Ap (sf) EPAs (sf) Force X (Ib) Load Ice (Ib) Loaa (Ib) 0.00 1.00 0.70 6.129 6.742 244.880.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 6.129 6.742240.100.650 0.000 5.0024.153 15.70 105.8 0.0 1,527.9 10.00 1.00 0.70 6.129 6.742 235.330.650 0.000 5.0023.677 15.39 103.8 0.0 1.497.5 15.00 1.00 0.70 6.129 6.742 230.550.650 0.000 5.0023.201 15.08 101.7 0.0 1,467.1 20.00 1.00 0.70 6.129 6.742225.770.650 0.000 5.0022.725 14.77 99.6 0.0 1,436.7 25.00 1.00 0.70 6.129 6.742 220.990.650 0.000 5.0022.249 14.46 97.5 0.0 1,406A 30.00 1.00 0.70 6.134 6.747 216.300.650 0.000 5.0021.773 14.15 95.5 0.0 1,376.0 35.00 1.00 0.73 6.410 7.051 216.230.650 0.000 5.0021.298 13.84 97.6 0.0 1,345.6 40.00 1.00 0.76 6.659 7.325215.410.650 0.000 5.0020.822 13.53 99.1 0.0 1,315.2 45.00 1.00 0.78 6.887 7.576214.000.650 0.000 5.0020.346 13.22 100.2 0.0 1,284.9 46.25 Bot -Section 2 1.00 0.79 6.941 7.635 213.570.650 0.000 1.25 5.012 3.26 24.9 0.0 316.5 50.00 1.00 0.81 7.098 7.807212.110.650 0.000 3.75 15.175 9.86 77.0 0.0 1,896.3 53.00 55.00 Top -Section 1 1.00 0.82 1.00 0.83 7.217 7.294 7.939210.770.650 8.023 214A3 0.650 0.000 0.000 3.0011.947 2.00 7.870 7.77 5.12 61.6 41.0 0.0 0.0 1,492.4 496.8 60.00 1.00 0.85 7.477 8.225 211.840.650 0.000 5.00 19.341 12.57 103.4 0.0 1,220.7 65.00 1.00 0.87 7.650 8.415 208.930.650 0.000 5.0018.865 12.26 103.2 0.0 1.190A 70.00 1.00 0.89 7.814 8.595 205.760.650 0.000 5.0018.389 11.95 102.7 0.0 1,160.0 75.00 1.00 0.91 7.969 8.766 202.35 0.650 0.000 5.00 17.913 11.64 102.1 0.0 1,129.6 80.00 1.00 0.92 8.118 8.930 198.730.650 0.000 5.00 17A37 11.33 101.2 0.0 1,099.2 85.00 1.00 0.94 8.260 9.086194.91 0.650 0.000 5.0016.961 11.02 100.2 0.0 1,068.9 90.00 1.00 0.95 8.396 9.235 190.91 0.650 0.000 5.0016.485 10.72 99.0 0.0 1,038.5 94.50 Bot -Section 3 1.00 0.97 8.513 9.365187.180.650 0.000 4.5014.429 9.38 87.8 0.0 908.7 95.00 1.00 0.97 8.526 9.379 186.760.650 0.000 0.50 1.616 1.05 9.9 0.0 188.7 99.75 Top -Section 2 1.00 0.98 8.646 9.511 182.67 0.650 0.000 4.7515.119 9.83 93.5 0.0 1,764.0 100.0 1.00 0.98 8.652 9.517186.870.650 0.000 0.25 0.784 0.51 4.8 0.0 43.3 105.0 1.00 1.00 8.774 9.651 182.460.650 0.000 5.0015.427 10.03 96.8 0.0 851.1 110.0 1.00 1.01 8.891 9.780 177.920.650 0.000 5.00 14.951 9.72 95.0 0.0 824.5 115.0 1.00 1.02 9.005 9.905173.260.650 0.000 5.0014.475 9.41 93.2 0.0 797.9 120.0 1.00 1.04 9.115 10.02168.490.650 0.000 5.0013.999 9.10 91.2 0.0 771.4 125.0 1.00 1.05 9.222 10.14163.610.650 0.000 5.0013.523 8.79 89.2 0.0 744.8 130.0 1.00 1.06 9.326 10.25 158.630.650 0.000 5.0013.047 8.48 87.0 0.0 718.2 135.0 1.00 1.07 9.427 10.36 153.570.650 0.000 5.0012.571 8.17 84.7 0.0 691.6 140.0 1.00 1.08 9.525 10.47 148.410.650 0.000 5.0012.095 7.86 82.4 0.0 665.0 144.0 Bot -Section 4 1.00 1.09 9.602 10.56 144.220.650 0.000 4.00 9.333 6.07 64.1 0.0 512.9 145.0 1.00 1.09 9.621 10.58143.170.650 0.000 1.00 2.328 1.51 16.0 0.0 199.2 148.0 150.0 TOI) ­Section 3 1.00 1.10 1.00 1.11 9.678 9.715 10.64139.980.650 10.68 140.520.650 0.000 0.000 3.00 2.00 6.870 4.485 4.47 2.92 47.5 31.2 0.0 0.0 587.5 141.8 155.0 1.00 1.12 9.806 10.78135.130.650 0.000 5.0010.879 7.07 76.3 0.0 343.7 160.0 1.00 1.13 9.896 10.88 129.670.650 0.000 5.0010A03 6.76 73.6 0.0 328.6 165.0 1.00 1.14 9.983 10.98124.150.650 0.000 5.00 9.927 6.45 70.9 0.0 313.4 166.0 170.0 Appertuna nce(s) 1.00 1.00 1.1410.000 1.1510.069 11.00 123.030.650 11.07118.550.650 0.000 0.000 1.00 4.00 1.928 7.523 1.25 4.89 13.8 54.2 0.0 0.0 60.9 237.3 175.0 1.00 1.1610.152 11.16112.890.650 0.000 5.00 8.975 5.83 65.1 0.0 283.0 180.0 185.0 Appertunance(s) 1.00 1.00 1.1610.234 1.1710.315 11.25107.170.650 11.34101.390.650 0.000 0.000 5.00 5.00 8.499 8.023 5.52 5.21 62.2 59.2 0.0 0.0 267.8 252.6 186.0 189.0 Appertunance(s) Appertunance(s) 1.00 1.18 10.331 1.00 1.1810.378 11.36100.230.650 11.41 96.7340.650 0.000 0.000 1.00 3.00 1.547 4.528 1.01 2.94 11.4 33.6 0.0 0.0 48.7 142.5 Totals: 189.00 3,411.6 0.0 37,455.5 Pole: Location: 371771 Northampton MA, MA Code: ANSIITIA-222 Rev G Struct Class: II y 4128/20158:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 16 Base Oia: 57.65 (in) Topographic Category: 1 TopOia: 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (inlft) @2007·2015byATCIPLLC. AI/rights reserved. Load Case: 1.00 + 1.0W 60.00 mph Serviceability 25 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Ap~urtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Bev qz qzGh Orientation EPAa Ecc Ecc FX Y Z Loaa (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (Ib-ft) (Ib-ft) (Ib) 166.0 Round Sector Frame 3 10.000 11.000 0.75 0.75 24.30 0.000 0.000 267.31 0.00 0.00 900.00 166.0 800M Hz RRH wI Type 1 3 10.000 11.000 0.67 0.80 2.96 0.000 0.000 32.55 0.00 0.00 192.00 166.0 Alcatel-Lucent 1900 3 10.000 11.000 0.67 0.80 3.73 0.000 0.000 41.04 0.00 0.00 180.00 166.0 Alcatel TD-RRH8x20-2 3 10.000 11.000 0.67 0.80 6.51 0.000 0.000 71.64 0.00 0.00 210.00 166.0 RFS APXVTM14-ALU­3 10.000 11.000 0.78 0.80 11.87 0.000 0.000 130.56 0.00 0.00 168.60 166.0 RFS APXVSPP18-C­3 10.000 11.000 0.83 0.80 15.98 0.000 0.000 175.74 0.00 0.00 171.00 180.0 Andrew ATM200-A20 6 10.234 11.258 0.50 0.80 0.29 0.000 0.000 3.24 0.00 0.00 3.00 180.0 Andrew HBX-65160S­6 10.234 11.258 0.80 0.80 12.75 0.000 0.000 143.52 0.00 0.00 59.52 180.0 Round Low Profile PI 1 10.234 11.258 1.00 1.00 21.70 0.000 0.000 244.29 0.00 0.00 1,500.00 186.0 Ericsson RRUS-11 6 10.331 11.364 0.67 0.80 12.19 0.000 0.000 138.51 0.00 0.00 330.00 186.0 Andrew SBNH­9 10.331 11.364 0.84 0.80 69.25 0.000 0.000 786.93 0.00 0.00 515.70 186.0 Rat Low Profile Pia 1 10.331 11.364 1.00 1.00 26.10 0.000 0.000 296.59 0.00 0.00 1,500.00 186.0 Powerwave TT08­6 10.331 11.364 0.50 0.80 2.21 0.000 0.000 25.09 0.00 0.00 132.00 186.0 Raycap DC6-48-60-18­1 10.331 11.364 1.00 0.80 1.52 0.000 0.000 17.27 0.00 0.00 20.00 190.0 Lightning Rod 1 10.440 11.484 1.00 1.00 1.00 0.000 3.000 11.48 0.00 45.94 75.00 2,385.76 5,956.82 Pole: 371771 Code: ANSIfTIA-222 Rev G Location: Northampton MA, MA Struct Class: II 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 17 Base Dia: 57.65 (in) Topographic Category: 1 TopDia: 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides x Taper: 0.225000 (inlft) @2007-2015byATCIPLLG. Allrightsreserved. Load Case: 1.00 + 1.0W 60.00 mph Serviceability 25 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX (-) FY(-) MY MZ (ft) (lb) (Ib) (Ib-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 105.84 1,670.27 0.00 0.00 10.00 103.75 1.639.89 0.00 0.00 15.00 101.67 1,609.52 0.00 0.00 20.00 99.58 1,579.14 0.00 0.00 25:00 97.50 1,548.77 0.00 0.00 30.00 95.49 1,518.39 0.00 0.00 35.00 97.61 1,488.02 0.00 0.00 40.00 99.14 1.457.64 0.00 0.00 45.00 100.19 1,427.27 0.00 0.00 46.25 24.87 352.07 0.00 0.00 50.00 77.01 2,003.09 0.00 0.00 53.00 61.65 1,577.87 0.00 0.00 55.00 41.04 553.76 0.00 0.00 60.00 103.40 1,363.14 0.00 0.00 65.00 103.19 1.332.77 0.00 0.00 70.00 102.74 1,302.39 0.00 0.00 75.00 102.07 1,272.02 0.00 0.00 80.00 101.21 1,241.64 0.00 0.00 85.00 100.16 1,211.27 0.00 0.00 90.00 98.96 1,180.89 0.00 0.00 94.50 87.83 1,036.83 0.00 0.00 95.00 9.85 202.91 0.00 0.00 99.75 93.47 1,899.27 0.00 0.00 100.0 4.85 50.37 0.00 0.00 105.0 96.78 993.49 0.00 0.00 110.0 95.05 966.91 0.00 0.00 115.0 93.20 940.34 0.00 0.00 120.0 91.23 913.76 0.00 0.00 125.0 89.17 887.18 0.00 0.00 130.0 87.00 860.60 0.00 0.00 135.0 84.73 834.02 0.00 0.00 140.0 82.37 807.45 0.00 0.00 144.0 64.08 626.82 0.00 0.00 145.0 16.02 227.66 0.00 0.00 148.0 47.54 672.94 0.00 0.00 150.0 31.15 198.71 0.00 0.00 155.0 76.28 486.14 0.00 0.00 160.0 73.60 470.96 0.00 0.00 165.0 70.86 455.77 0.00 0.00 166.0 732.61 1,910.93 0.00 0.00 170.0 54.16 331.89 0.00 0.00 175.0 65.15 401.19 0.00 0.00 180.0 453.25 1,948.53 0.00 0.00 185.0 59.17 319.22 0.00 0.00 186.0 1,275.82 2,559.72 0.00 0.00 189.0 45.08 217.46 0.00 45.94 Totals: 5,797.35 48,550.88 0.00 45.94 Pole: Location: 371771 Northampton MA, MA Code: ANSIITIA-222 RevG Struct Class: II y 4/28/2015 8:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 18 Base Oia: 57.65 (in) Topographic Category: 1 Top Oia: 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.225000 (inltt) @2007-2015byATCIPLLC. All rights reserved. Load Case: 1.00+ 1.0W 60.00 mph Serviceability 25 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Forces Seg Elev (ft) Pu FY(-) (kips) Vu FX (-) (kips) Tu MY (ft-kips) Mu Mu MZ MX (ft-kips) (ft-kips) Resultant Moment (ft-kips) phi Pn (kips) phi Vn (kips) phi phi Tn Mn (ft-kips) (ft-kips) Total Deflect Rotation (in) (deg) Ratio 0.00 -48.55 -5.81 0.00 -763.10 0.00 763.10 6,460.36 3,230.18 15,157.57,590.03 0.00 0.00 0.108 5.00 -46.88 -5.73 0.00 -734.06 0.00 734.06 6,370.533,185.26 14,649.97,335.87 0.02 -0.03 0.107 10.00 -45.23 -5.64 0.00 -705.43 0.00 705.43 6,279.193,139.60 14,147.47,084.22 0.06 -0.06 0.107 15.00 -43.62 -5.56 0.00 -677.21 0.00 677.21 6.186.363.093.18 13.650.06.835.17 0.14 -0.09 0.106 20.00 -42.04 -5.48 0.00 -649.40 0.00 649.40 6,092.033,046.01 13,158.1 6,588.83 0.24 -0.12 0.105 25.00 -40.49 -5.40 0.00 -621.98 0.00 621.98 5,996.192,998.10 12,671.76,345.31 0.38 -0.15 0.105 30.00 -38.97 -5.33 0.00 -594.96 0.00 594.96 5,898.862,949A3 12,191.26,104.71 0.56 -0.18 0.104 35.00 -37.48 -5.24 0.00 -568.33 0.00 568.33 5,800.032,900.01 11,716.85,867.13 0.76 -0.21 0.103 40.00 -36.02 -5.16 0.00 -542.11 0.00 542.11 5,676.982,838.49 11,203.85,610.22 1.00 -0.25 0.103 45.00 -34.59 -5.07 0.00 -516.30 0.00 516.30 5.544.34 2.772.17 10.683.7 5.349.81 1.28 -0.28 0.103 46.25 -34.23 -5.05 0.00 -509.97 0.00 509.97 5,511.182,755.59 10,555.65,285.68 1.35 -0.29 0.103 50.00 -32.23 -4.98 0.00 -491.03 0.00 491.03 5,411.702,705.85 10,176.05,095.59 1.59 -0.31 0.102 53.00 -30.65 -4.92 0.00 -476.10 0.00 476.10 5,450.022,725.01 10,321.45,168.39 1.79 -0.33 0.098 55.00 -30.09 -4.88 0.00 -466.27 0.00 466.27 5,396.962,698.48 10,120A 5,067.72 1.93 -0.35 0.098 60.00 -28.73 -4.79 0.00 -441.86 0.00 441.86 5,264.322,632.16 9,626.444,820.38 2.32 -0.38 0.097 65.00 -27.39 -4.69 0.00 -417.91 0.00 417.91 5,131.682,565.84 9,144.844,579.22 2.74 -0.42 0.097 70.00 -26.09 -4.60 0.00 -394.45 0.00 394.45 4.999.042.499.52 8.675.604.344.25 3.19 -0.45 0.096 75.00 -24.82 -4.50 0.00 -371.47 0.00 371.47 4,866.402,433.20 8,218.714,115.47 3.68 -0.49 0.095 80.00 -23.57 -4.40 0.00 -348.98 0.00 348.98 4,733.76 2,366.88 7,774.193,892.87 4.21 -0.52 0.095 85.00 -22.36 -4.31 0.00 -326.97 0.00 326.97 4,601.122,300.56 7,342.033,676.47 4.78 -0.56 0.094 90.00 -21.18 -4.21 0.00 -305.44 0.00 305.44 4,468.48 2,234.24 6,922.22 3,466.26 5.39 -0.60 0.093 94.50 -20.14 -4.12 0.00 -286.51 0.00 286.51 4,349.11 2,174.55 6,554.96 3,282.35 5.97 -0.63 0.092 95.00 -19.94 -4.11 0.00 -284.45 0.00 284.45 4,335.842,167.92 6,514.783,262.23 6.04 -0.64 0.092 99.75 -18.04 -4.00 0.00 -264.93 0.00 264.93 3.780.321.890.16 5.669.082.838.75 6.69 -0.67 0.098 100.00 -17.98 -4.00 0.00 -263.93 0.00 263.93 3,774.521,887.26 5,651.592,829.99 6.73 -0.68 0.098 105.00 -16.99 -3.91 0.00 -243.91 0.00 243.91 3,658.46 1,829.23 5,307.392,657.64 7.46 -0.72 0.096 110.00 -16.02 -3.81 0.00 -224.38 0.00 224.38 3,542.40 1,771.20 4,974.00 2,490.70 8.23 -0.76 0.095 115.00 -15.08 -3.72 0.00 -205.33 0.00 205.33 3,426.341,713.17 4,651.432,329.17 9.06 -0.80 0.093 120.00 -14.16 -3.62 0.00 -186.74 0.00 186.74 3,310.281,655.14 4,339.682,173.06 9.92 -0.85 0.090 125.00 -13.28 -3.53 0.00 -168.63 0.00 168.63 3.194.221.597.11 4.038.742.022.37 10.83 -0.89 0.088 130.00 -12.41 -3A4 0.00 -150.98 0.00 150.98 3,078.16 1,539.08 3,748.61 1,877.09 11.79 -0.94 0.084 135.00 -11.58 -3.35 0.00 -133.78 0.00 133.78 2,962.101,481.05 3,469.301,737.23 12.79 -0.98 0.081 140.00 -10.77 -3.26 0.00 -117.04 0.00 117.04 2,846.041,423.02 3,200.801,602.78 13.84 -1.02 0.077 144.00 -10.14 -3.19 0.00 -104.00 0.00 104.00 2,753.191,376.60 2,993.791,499.12 14.71 -1.06 0.073 145.00 -9.92 -3.17 0.00 -100.81 0.00 100.81 2,729.981,364.99 2,943.121,473.75 14.93 -1.06 0.072 148.00 -9.24 -3.11 0.00 -91.30 0.00 91.30 1,529.33 764.67 1,661.09 831.78 15.61 -1.09 0.116 150.00 -9.04 -3.09 0.00 -85.07 0.00 85.07 1.510.28 755.14 1.612.25 807.32 16.07 -1.11 0.111 155.00 -8.55 -3.01 0.00 -69.64 0.00 69.64 1,461.58 730.79 1,492.19 747.20 17.26 -1.17 0.099 160.00 -8.08 -2.93 0.00 -54.60 0.00 54.60 1,401.56 700.78 1,365.61 683.82 18.52 -1.23 0.086 165.00 -7.63 -2.86 0.00 -39.93 0.00 39.93 1,335.24 667.62 1,238.79 620.32 19.83 -1.28 0.070 166.00 -5.73 -2.08 0.00 -37.07 0.00 37.07 1,321.98 660.99 1,214.17 607.99 20.10 -1.29 0.065 170.00 -5.40 -2.02 0.00 -28.74 0.00 28.74 1,268.92 634.46 1,118.15 559.91 21.19 -1.32 0.056 175.00 -5.00 -1.95 0.00 -18.62 0.00 18.62 1,202.60 601.30 1,003.69 502.59 22.59 -1.35 0.041 180.00 -3.06 -1.45 0.00 -8.85 0.00 8.85 1.136.28 568.14 895.41 448.37 24.02 -1.37 0.022 185.00 -2.74 -1.39 0.00 -1.58 0.00 1.58 1,069.96 534.98 793.31 397.24 25.46 -1.39 0.007 186.00 -0.22 -0.05 0.00 -0.20 0.00 0.20 1,056.70 528.35 773.63 387.39 25.76 -1.39 0.001 189.00 0.00 -0.05 0.00 -0.05 0.00 0.05 1,016.90 508.45 716.08 358.57 26.63 -1.39 0.000 Pole: Location: 371771 Northampton MA, MA Code: ANSIITIA·222 RevG Struct Class: II y 4/28/2015 8:57:04 AM Height: 189.0 (tt) Exposure Category: B Page: 19 Base Oia: 57.65 (in) Topographic Category: 1 TopOia: 17.50 (in) Base Elev: 0.000 (tt) Shape: 18 Sides x Taper: 0.225000 (in/tt) @2oo7·2015byATC IP LLC. Allrights reserved. Analysis Summary Load Case Shear FX (kips) Shear FZ (kips) Reactions Axial Moment FY MX (kips) (tt·kips) Moment MY (tt-kips) Moment MZ (tt-kips) Max Usage Elev Interaction (tt) Ratio 1.20+ 1.6W 25.83 0.00 58.23 0.00 0.00 3417.24 148.00 0.50 0.90+ 1.6W 25.81 0.00 43.67 0.00 0.00 3373.08 148.00 0.49 1.20 + 1.00i + 1.0Wi 4.87 0.00 88.79 0.00 0.00 652.74 148.00 0.11 1.00+ 1.0W 5.81 0.00 48.55 0.00 0.00 763.10 148.00 0.12 Pole: Location: 371771 Northampton MA, MA Code: ANSlmA-222 Rev G Struct Class: II y 4128/20158:57:04 AM Height: 189.0 (ft) Exposure Category: B Page: 20 Base Cia: 57.65 (in) Topographic Category: 1 Top Cia: 17.50 (in) Base Elev: 0.000 (ft) Shape: 18 Sides x Taper: 0.225000 (inlft) @2007-2015byATCIPLLC. AI/rights reserved. Base Summary Reactions --Original Design -----Analysis --­ Moment Axial Shear Moment Axial Shear Moment (klp-ft) (kip) (kip) (kip-ft) (kip) (kip) Design % 7,440.83 77.71 49.50 3,417.24 88.79 25.83 45.93 Base Plate Yield (ksi) Thick (in) Width (in) Style Poly Sides Clip Len Effective (in) Len (in) Mu (kip-in) PhiMn (kip-In) Ratio 60.0 3.000 67.250 Clipped o 16.00 52.224 2054.46 6345.21 0.32 Anchor Bolts Start -Compression --Tension - Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dla (In) (ksl) (ksi) Arrange Dist (in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio 64.50 24 2.25" A615 2.25 75.00 100.00 Clustered 6.00 45.0 109.66 260.00 0.43 102.26 260.00 0.40 Site Number: Site Name: Job Number: Engineer: Date: Base Plate and Bolt Analysis Moment: k-ft Shear/Leg: k Compression/Leg: k TIA-222 Code Revision (F/G): Anchor Bolts Anchor Bolt Arrangement: Anchor Bolt Yield Strength: ksi Monopole Shaft Diameter (Across Flats): in Anchor Bolt Ultimate Strength: ksi Lower Monopole Thickness: in Anchor Bolt Diameter: in # of Sides of Pole: Anchor Bolt Circle: in Monopole Shaft Yield Strength: ksi # of Anchor Bolts: Baseplate Diameter / Length: Minimum Anchor Bolt Separation: in Base Plate Thickness: in Additional Anchor Bolts Installed: Base Plate Yield Strength: ksi Baseplate Detail Type: Include Plate Thickness Beyond Bolt Circle: Stress Increase: Fillet Weld Size: in Weld Type (CJP or F/F): Weld Strength: ksi Failure Effective Base~late Flexural Ca~acit!: Base~late Shear Ca~acit!: UsageMoment S/Z Capacity Usage Shear Area Capacity Mode: Width (in) (k-in) (in~) (k-in) (k) (in') (k) AA 33.08 985.8 74.4 4019.4 0.25 429.3 99.2 3215.5 0.13 AB 47.14 1817.7 106.1 5727.1 0.32 626.0 141.4 4581.7 0.14 BA 34.93 1176.7 78.6 4243.5 0.28 429.3 104.8 3394.8 0.13 BB 51.66 2054.4 116.2 6276.6 0.33 626.0 155.0 5021.3 0.12 Anchor Bolt Ca~aciW Area of Bolt: Inertia of Bolt: Total Bolt Inertia: Maximum Bolt Tension: Maximum Bolt Compression: Bolt Shear: Tensile Bolt Capacity: Compressive Bolt Capacity: Shear Bolt Capacity: Interaction Equation: Base Weld CapaciW Force / Weld: Weld Capacity: Interaction Equation: SES Base Plate Design Moment: Design Stress: SES Base Plate Allowable Stress / Moment Capacity: Usage: Moment Factor: Length Factor: 3.25 in2 0.84 in4 40553.7 in4 102.2 k 109.6 k 1.1 k 259.8 k 259.8 k 140.3 k 0.43 Result: OK 12.6 k/in 35.0 klin 0.36 Result: OK 375.4 k-in 22.1 ksi 916.9 ksi / k-in 0.41 5.47 6.85