Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BLD-19-897
ence-1/ ?4/4 oi•Ya TOWN OF YARMOUTH Building Department BUILDING ' (508)398-2231 ext1261 ILA y PERMIT NO :BLD-19-000897 PERMIT teei""'.�7,1 ISSUE DATE ;08/20/2018 x JOB WEATHER CARD APPLICANT ;CHRISTOPHER H MITCHELL PERMIT TO : New IAT(LOCATION) 1327 WHITES PATH,SOUTH YARMOUTH,MA 0266 1 ZONING DISTRICT 1 1 Bldg.Type: 'Commercial 11 SUBDIVISION MAP BLOCK LOT 109.93.1 BUILDING IS TO BE: CONST TYPE I A USE GROUP ,Utility REMARKS Alteration-replace antennas and upgrading the related equipment on existing CONTRACTOR cell tower as per plans dated 08/20/18.(508-942-7503) LICENSE CS-052112 Construction Supervisor Christopher H Mitchell Christopher Mitchell AREA(SQ FT) 2,049,280,20 EST COST($) 27500.00 PERMIT FEE($) 250.00 Lakeville,MA 02347 OWNER FANARA BETH ADAIR TRS BUILDING DEPT Y ADDRESS FANARA REV TRUST,P 0 BOX 775 DENNIS MA 02638 _7/ PHONE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM MINIMUM INSPECTIONS REQUIRED FOR ALL APPROVED PLANS MUST BE RETAINED ON WHERE APPLICABLE SEPARATE CONSTRUCTION WORK 1)FOUNDATIONS OR JOB AND THIS CARD KEPT POSTED UNTIL PERMITS ARE REQUIRED FOR FOOTINGS.2)PRIOR TO COVERING STRUCTURAL FINAL INSPECTION HAS BEEN MADE.WHERE ELECTRICAL PLUMBING/GAS MEMBERS(READY FOR LATH OR FINISH COVERING) A CERTIFICATE OF OCCUPANCY IS AND MECHANICAL 3)FINAL INSPECTION BEFORE OCCUPANCY 4) REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. REFER TO DETAILED INSPECTION SCHEDULE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTIONS APPROVALS OTHER: WORK SHALL NOT PROCEED PERMIT WILL BECOME NULL AND VOID IF INPSECTIONS INDICATED ON THIS CARD UNTIL THE INSPECTOR HAS CONSTRUCTION WORK IS NOT STARTED WITHIN SIX CAN BE ARRANGED FOR BY TELEPHONE APPROVED THE VARIOUS MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED OR WRITTEN NOTIFICATION. STAGES OF CONSTRUCTION ARr1VF 3z-7 rvH-(1&S P�7j a O E a) Q a, a I▪i''psachusetts Department of Public Safety r Bad of Building Regulations and Standards Weeense: CS-052112 Copotruction Supervisor CI 1TOPHER H MITCHELL 8 ACDEN ROAD - 1 LAIO^D`ALLE MA 02347 , �. W i 9 t .. C e0 Oitm»-- Expiration: ommissio er 121082013 N- N CO O E L Ca a 0 N L \a) L O 4— a) a) 0 O a) C a) U_ J o k UILDING PERMIT APPLICATION lilt �l'1` • . e r0 APPUCATION TO CONSTRUCT,REPAIR.RENOVATE,CHANGE THE USE,OCCUPANCY OF. / ka COR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING. - �. S Town of Yarmouth Building Department • g - ' 11-16 Route 28 • Yarmouth, MA 02664-1492 - . .Tel: 506.398-2231 ext. 1261 Fax 508-3984836 .(y�7 Office Use On.....yAly / v Planning Board Information Assessors Department Information: PermRNO n— /4- " gig ? . Plan Type /07/ Lot Permit Fee Sca Endorsement Date c7 7 Recording Date New Deposit Pec'd. 9,(0 Date_ Plan No IA Property Dimensions:_ 1-• et Due 3 d Other Lot Area(sp" Frontage(ft) Lot Coverage 111 Au • - This Section for Once Use Only - N44 : uilding Permit Number. Date Issued:- - *an 1 ;4,4. r ~ ' Ignature: • re"•/- --:�r�r• kr�-i8 -Certificate of Occupancy• �- f>• _o j Building Official Date is Is not 'fL. ' 14 -cC o eon 1 - Site Information " - - m I 1 Property Address: 1.2 Zoning Information: Vel tOntka 004) 1 - . e LL. .41 1111 we .. , Zoning District Proposed Use 1.3 :uilding Setbacks(ft) ' - Front Yard - Side Yards - Rear Yard- - Required Provided Required Provided Required Provided 1.4 Water Supply(M.O.L e.40.S 54) 1.5 Flood Zone Informant Comment - Public Private n1 v3/4 Zone: BFE n I A - Section 2- Property Ownership/Authorized Agent - 2.1 Owner of Records / it 17- .t1,APA r_. , acct/ Coos ,• te On -c. CtC Name •'` ��� _ Mailing Address: _ U � Cl/I/ - - - - a. •42 et L:. d a a i r SIni r —Nip Telephone - Telephone . - — - Email Address: 2.2 Authorized Agent: NtC&, --eUttt€&, P - -- 150 cues cern(rSt- W.tAn4I . fele ttamrtp Mailing Address: - k 3 6M-C;to -7563 npetteklatcS T ir011.03 rg Signatu Telephone Fax - Email Address: I - Section 3- Construction Services . - 3.1 Licensed Construction Supervlson Not Applicable U ry /7 Ba(br lith es-ocacoglI lY %L� atilt, /_ m � - License Number • Address. KAa t /C. + �(y� -�, - _ `C`�s _ - S r e—g`a 1—mea natation Date Telephone Email Address' 30—tat _ . tof4 ii OVER 3.2 Registered Home Improvement Contractor. r Company Name - _ _ - Not ApplkaDle �- t _ - - - _ Registration Number Address - _ - - - - Expiration Date Signature - Telephone - - . . Section 4•Workers'Compensation Insurance Affidavit(M.G.L c. 152 S 25C(6) i Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes/ No E Section 5 r 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) Section 5.1 Registered Architect - - - Not Applicable { - Noma(Registrant)* - Registration Number Address Expiration Date • iSignature Telephone 1. Section 5.2 Registered Professional Engineer(s) - - j, yHama - - . - Area of Responsbany t Address - - Registration Number iSignature Telephone. • Eapiratbn Date Area of Responsibility • 7 Mama.r Address - - Registration Number ' Signature - - - - Telephone . Expiration Dau Hama Area of Responsibility y , t Address Registration Number 6 Signature - Telephone - Expiration Date - I t Hams Area of Responsibility� - - Address • - Registration Number Signature Telephone . . Expiration Date Section 5.3 General Contractor . . --_ _ Ca Not Applicable Q Company Name - TT.,Qte ()rub af.1cm�ti-- Person Responsible forC�2ntlon v _^1 - 44 (-in red Sr iv�dl�ltC.6Glm)9 Q:0 Address ✓`/ - 5b5f 4 qi i i - 93 - - Signatur - Telephone - 2of4 - N 1.:•; Section 6- Description of Proposed Work(check all applicable) . , ' New Construction Q (tor multiple family only) No.of Bedrooms , (for multiple family only) No.of Bathrooms Existing Bldg. Repair(s) Q Alerationsj0 Addition ❑ . Accessory Bldg. .Q Type - Demolition Other • Specify: Brief Description of Proposed Work: VP1TA5n tdr=eie i wti2A '- tree lactrj antennavand ulr AAA0.41-act cd. PILIVInten#nit: lv4ic_a34-n esetteralierct J4lA„ • (rcr•. turn . i}4t s nit. Lodi tat no c.t'txns a .}D. -tike,-hnva:.rtro _ ( Section 7- Use Group and Construction Type Building Use Group(Check as applicapible) Construction Type ' • A ASSEMBLY Q A-t Q A-2 ❑ A-3 ❑ 1A 1 . - Ad Q A-5 Q . 19 Q.' 8 BUSINESS Q . - 2A 0 E EDUCATIONAL Q - 29 'Q F FACTORY Q F-t Q F-2 Q • - 2C CI H HIGH HAZARD Q - 3A ❑ • I INSTITUTIONAL Q - I.1 Q - 1-2 Q 1.3 a 39 ❑ M MERCHANTILE Q 4 3 R RESIDENTIAL Q ' R-1 ❑ R-2 0 - R-3- ❑ SA ❑ • S STORAGE ❑ _ S-1 ❑ 5-2 ❑ - SB ❑ , • u UTILITY VieSPECIFY. t:2((aA'X/ k.rt-C-`UTnntLinL!'A't1fin - . M MIXED USE ❑ SPECIFY: - S SPECIAL USE Q SPECIFY, Complete this section if existing building undergoing renovations:additions and/or change In use. Existing Use Group: - Proposed Use Group: Existing Hazard Index 780 CMR 34 Proposed Hazard Index 780 CMR 34 • Section 8 Building Height and Area • . • Building Area ' . Existing(if applicable) Proposed. Number of floors or stories - Include basement levels /� _ Floor Area per Floor(sf) / - P. Total Area All Floors(sf) / Total Height(it), / V-- - • Section 9-STRUCTURAL PEER REVIEW(780CMR 110 11) Independent Structural Engineering Stnutural Peer Review Required Yes_........ Nq)C..... ' SECTION 10a OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I; SAWIlitia kt) ,as Owner of the subject property her authorize r I : • - • 6,. to act on t my behal in - matter$adve to work authorized this building j // by permit application. 2''Signature of Own. — - '`' - '8 III Date } t 3 of 4 ✓ OVER r... . .,.... ... ,. .-- ,.- ,. ct,-... SECTION 10b OWNER/.AUTHORIZED,AGE,N�T DECLARATION 1, )Jt Com![. a,(IXJ�1Q/l ,as Owner/Authorized Agent i , hereby declare that the statements and information on the forgoing application are true and acurate,to f the best of my knowledge and belief. , I Signed under the pains and penalties of perjury. • 4 11 n',.'!. -:■SA I 6 Print Name V_ tner/Signature of Owant Date t Section 11 -ESTIMATED CONSTRUCTION COSTS 1Item ' Estimated Cost(Dollars)to be j 3 completed by permit applicant - ' f 1.Building al QC aircc(7 • @p 2 ElxMcal p 3.Plumbing/Gas • - - - f 4.Mechanical(HVAC) - - , [ S.Fire Protection - - - t &Tota1.(1i2.3a4+5) : pri`Jww_ / 0� - - t 7.Total Square Ft.Ibwrwmonn&anal £L(6I 1ol(7(/C . i. Check Below 0 Conservation-Commission Fling (if applicable) . I0 Old King . - -. k s Highway&Historical Commission approval • (if applicable) t " I I s I yr1' f 1 {y 40f4 • r TOWN OF YARMOUTH • BUILDING DEPARTMENT of • "'� "� y 1146 Route 28,South Yarmouth,MA 02664 ` n l ix 16 ".47-0-4Y 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter I, Section 1113, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at Sal- Win hes PtaTh jOn oui-h vin Work Address lJ Is to be disposed of at the following location: 4 ais tie 0 c o„flaskS GO GnitellRxrj cM2tt9--rat -9Cfl' bactit mQ..ntQo.d N`e r• Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. gilW C nre $ • i ; ation Date Permit No. • tThe Commonwealth of Massachusetts Department ofIndustrial Accidents i■ =art.Art ,_-fit., ' Office of Investigations = 1= a 600 Washington Street r ts, =y}-�_ Boston,MA 02111 A,t,y.,s, www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information /� Please Print Legibly Name(Business/brganization/Individuai): 0roWh (A,s4k_ 'I 4errs`t`-nor. Address: /,2.a2.0 All US't0. or;vet s \e S00 City/State/Zip: )-I-O U§4.61. 1 7R 770S 7 Phone#: Are yeti an employer?Check the appropriate box: Type of project(required): 1.Gama employer with,%a DO 4. 0 I am a general contractor and I 6. 0 New construction employees(full and/or part-time).* have hired the sub-contractors 2.0 i am a sole proprietor or partner- listed on the aitached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have 8. 0 Demolition working for me in any capacity. employees and have workers' 9. Buildingaddition [No workers'comp.insurance Comp.insurance./ required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.�flrerTfeltComtt,u.ireIN comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they most provide their workers'comp.policy number. a Iam an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. ' Insurance Company Name:A )t I I l t 6-c 141-113i\Van t 0., =WC. Policy#or Self-ins.Lie.#1".01-((t2—if 7 1/4H9 7o—/— IS Expiration Date: '/11/2 a 19 Job Site Address: ..3,2 7 anAg A ?'. s% Yet I'M 0 t 14-\L. City/State/Zip: M if o .(p G o Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for; ce coverage verification. I do here, der th`i and penaities of perjury that the information provided above is true and correct. Signa *fir► . ,II, Date: 7/o • Lo l R •phone#: 78/ ^ i70-- 0 © S 'S . Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: ..i.4 " a CERTIFICATE OF LIABILITY INSURANCE page 1 of 1 03/ /D20 8 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: H the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.Astatement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME• Hillis of Pennsylvania, Inc. PHONE FAX c/o 26 century Blvd. cur Nt1Fzn• 877-945-7378 or Noy 888-467-2378 P. 0. Hoer 305191 E-MAIL certi£icates@witlis.com Nashville, TN 37230-5191 NSURER(S)AFFORDINGCOVERAGE NAOCY IN3URERA:Federal Insurance Company 20241.005 ' INSURED crown Castle International INSURERS:Travelers Property Casualty Co of Amer 25674.001 See Attached Named Insured List INSURER C:Berkshire Hathaway Specialty Insurance Co 22276-001 1220 Augusta Dr. Suite 600 Houston, TX 77057 INSURER D: INSURERS: _ I - INSURER F: COVERAGES CERTIFICATE NUMBER:26210650 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 AU..THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ITR TYPE OF INSURANCE INen Swoo UBP POLICY NUMBER POLICY EFF , fatumMIYYVY) LASTS Nan SUB A X I CONMFRCIALGENERAL LIABILRY 7021-02-28 4/1/2018 4/1/2019 EACH OCCURRENCE S 1,000.000 • J CLAIMS-MADE x OCCUR P&FEW(W"a�'Fitta) 5 1,000,000 MED EXP(My one meal) S 5.000 PERSONALS ADV INJURY f 1.000.000 G��ENL AGGREGATE LIMIT APPUES PER GENERAL AGGREGATE 9 2.000.000 X 1 For DM n LOC _ PRODUCTS•COMP/P AGG $ 2.000.000 OTHER: 9 B AUTOMOBILEUASILm' TC23CAP-4747119749TSL18 4/1/2018 4/1/2019 COMaa ED INGLE LIMIT S 1,000,000 X ANYAUTO • 1BEODILYINIURY(Per person) $ ' OWNED —SCHEDULEDAUTOS CNLY _AUTOS BODILY RLURY(Pe.aCddWl0 4 HIRED NON-OWNED (Parl.ErneN�AGE S AUTOS ONLY _AUTOS ONLY - 8 C X UMBRELLA X occuR 47-W40-303445-02 4/1/2018 4/1/2019 EACH OCCURRENCE 9 5.000,000 EXCESS WAR CLAIMS-MADE AGGREGATE 6 5.000.000 OED X RETENTIONS 25,000 4 g WORKERS COMPENSATION TRXUB-474M970-1-18 4/1/2019 4/1/2019 X ISTATRF I OFF AND EMPLOYERS'IIABIDIY yyyyy��/�Ir�NNNI B ANY PROPRIETORIPARTNEFVEXECUTNE� NIA TC2,703-474/1969-4-1e 4/1/2019 4/1/2019 E.L EACH ACCIDENT S 1,000,000 OFFICER/MEMBER EXCLUDED? I II IM.,tletsrvb una E L DISEASE•EA EMPLOYEE S 1,000,000 Ryy..aaPTION OF OPERATIONS babe E.L DISEASE.POLICY DMR S 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attact,ed%more Spa I.required) Re: Building Permit Application - App61363418, BD¢ 881451 - 327 White,a Path, South Yarmouth, MA 02664 ( Veriaon: NEE 179265) . - CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTH ZEDREPRE ATIVE Town of Yarmouth 1146 Route 28 South Yarmouth, IDL 02664 C011 5195528 Tp1:2208892 Cert:26210650 ©1988-2015ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD • The Commonwealth of Massachusetts • -w; Department of Industrial Accidents ='� � i 41 Office of Investigations p _ in 0 600 Washington Street ' y -1,. {V—0 Boston,MA 02111 '••t•-.i www.massegov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information //�1 ^, Please Print Legibly Name(Business/Organization/Individual): ( r003n (L s4.-R-- r 4.er in.s'in0re—` _ Address: /Z&O Au J r (1 s\-0. �L r i vet 51142 .So 0 City/State/Zip: Ud e>^( `Tj( �J70S 7 Phone#:_____ Are you an employer? Check the appropriate box: 4. I am a general contractor and I Type of Newprcon (required): 1.�amaemployer with o80 0 g employees(full and/or parttime).* have hired the sub-contractors 6. ❑ construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling ship and have no employees These sub-contractors have S. 0 Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers' comp.insurance comp.insurance) required.] 5. 0 We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their ' 11.0 Plumbing repairs or additions myself. o workers' comp. right of exemption per MGL � P 12.D Roof repairs insurance required.]t c. 152, §1(4),and we have no employees.[No workers' 13.E'6ther Telt c o n,to uhf c I 'N comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. ' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. • :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:lj(,)t f 1 es err Tem-9 vArt i A , ftlC. Policy#or Self-ins.Lie.#:TR 1-<(..t13- y7% v9 7o--/I /$ Expiration Date: y///.2 0 1(� Job Site Address: 3,7 ill Vii\?Fs 7 ar et 0 u41-\ 'City/State/Zip: M j+ c5 a co G() Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for -lance coverage verification. Ido here. • . nder th:1 aa'• and penalties ofperjury that the information provided above is true and correct. Signa . t/' Date: 7—to - 2.0 l g Phone#:Ali 78/ — '70-- © © S 'S Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other . Contact Person: Phone#: The Commonwealth of Massachusetts v - . Department of Industrial Accidents 1 Congress Street,Suite 100 WI ar aar Boston,MA 02114-2017 'K W %_o www.massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/organization/individual):Industrial Communications,LLC Address:40 Lone Street City/State/Zip:Marshfield,MA 02050 Phone#: 781-319-1111 Are you an employer?Check the appropriate box: ofproject '>y'Pe (required): t.O I am a employer with 50 employees(till and/or parttime).' 7. EiNew construction 2.0l am•sole proprietor or partnership and have no employees woddeg forme in 8. 0 Remodeling any capacity.[No workers'comp.insurance required] 30I am a homeowner doing as wort myself[No waken'comp.insurance required.]t 9. Demolition 4.0 I am a homeowner and will be hiring contactors to conduct all work on my property. I will 10 Building addition ensure that all contractors either have workers'compensation insurance or aro sole 11.0 Electrical repairs or additions proprietors with no employee` 12.❑Plumbing repairs or additions 5.I I am a general contractor and I have hired the sub-contractors listed on the attached sheet 13.❑Roof airs These sub-contracted have employees and have workers'comp.insurance telecommunications are 6.0 We aa cceporation and its officers have exercised their right of exemption per Mat C. 14.QQthe[ 152,11(4),and we have no employees.[No workers'comp.Insurance required.] 'Any applicant that checks box al must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work end then hire outside contemn must submit a new affidavit indicating ouch. :Contractors that check this box must attached an additional sheet showing the name of the sub-coutracas and state whether or not those entities have employees. If the sub-cont sctom have employees,they must provide their workers'comp.policy number. I am an employer that Is providing workers'compensation insurance for my employees. Below Zr the policy andjob site information. Insurance Company Name: United States Fre Insurance Company Policy#or Seif-inaa.�.Lic.#:4087330398, Expiration Dam 01/01/19 Job SiteAddress:cB(^^ Ohl s Perlin City/State/Zip: )tQrt'Y)liiiiiL), coq OGO&LI Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c.152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi(%w1Yi7 r the d penalties ofperfpry that the information provided p�is true and correct Signature: �/, / Date: O l3/1/e Phone#: 7 -31 q - 1056 �Yr�,�# Official use ono Do not write in this area,to be completed by city or town official — City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 4t-or 13 5? +. 0 e? TOWN OF YARMOUTH Building Department BUILDING . (508)398-2231 ext.1261tt0 O ".'! y PERMIT NO BLD-18;002669 PERMIT F�;', �;5'a ISSUE DATE 91/16/2017 v 44 JOB WEATHER CARD APPLICANT JEFFREY W BARBADORA ft PERMIT TO : Alteration : AT(LOCATION) 1327 WHITES PATH,SOUTH YARMOUTH,MA 0266 I ZONING DISTRICT ! �1 Bldg.Type: Commercial -- SUBDIVISION _SUBDIVISION MAP BLOCK LOT 1109.93.1 4 BUILDING IS TO BE: (CONST TYPE i I i USE GROUP iSpecial Use I REMARKS Alteration-antenna upgrade to existing wireless telecommunications tower as i ! CONTRACTOR I per plans dated 11/08/17.(508-817-7341) I LICENSE SCS-066811 I V 'Construction Supervisor I • ( j JEFFREY BARBADORA II AREA(SQ FT) !2,049 280 20 EST COST($) !27500.00 , PERMIT FEE($) 1250.00 NATICK_MA 01760 -- OWNER 'FANARA BETH ADAIR TRS t --.:::;-:-.--:=.-_--z.•.:::7_•..-....:27.7.:::_=._..-...-.._..._.._.._____.—: BUILDING DEPT BY I ADDRESS IFANARA REV TRUST,P O BOX 775 :DENNIS ',MA 02638 1 _ " _ - __ _ PHONE I ._..--___....—___.-____.._...•_—..•__> THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM MINIMUM INSPECTIONS REQUIRED FOR ALL APPROVED PLANS MUST BE RETAINED ON WHERE APPLICABLE SEPARATE CONSTRUCTION WORK:1)FOUNDATIONS OR JOB AND THIS CARD KEPT POSTED UNTIL PERMITS ARE REQUIRED FOR FOOTINGS.2)PRIOR TO COVERING STRUCTURAL FINAL INSPECTION HAS BEEN MADE.WHERE ELECTRICAL PLUMBING/GAS MEMBERS(READY FOR LATH OR FINISH COVERING) A CERTIFICATE OF OCCUPANCY IS AND MECHANICAL 3)FINAL INSPECTION BEFORE OCCUPANCY 4) REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. REFER TO DETAILED INSPECTION SCHEDULE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTIONS APPROVALS OTHER: , WORK SHALL NOT PROCEED PERMIT WILL BECOME NULL AND VOID IF INPSECTIONS INDICATED ON THIS CARD UNTIL THE INSPECTOR HAS CONSTRUCTION WORK IS NOT STARTED WITHIN SIX CAN BE ARRANGED FOR BY TELEPHONE APPROVED THE VARIOUS MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED OR WRITTEN NOTIFICATION. STAGES OF CONSTRUCTION AROVF CnmmonWeafb of Massachusetts Division of PFofesslonal LkonsUre Board of Building Regulations and Standards Cons krueuori/6Spervis0r CS-066611 frtArray 1 , e'si J ```` i JEFFREY pARBq ,,CQ3 , •� 94TICK ST�'1 t3 �! !�a j' NATiCK MA 017&0�,,1.4'"��.4' )4' • Commissioner Construction Supervisor Unrestricted•Buildings of any use group which contain less than 33,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For Information about this license Call(617)727-3200 or visit www.mass.gov/dpi veriyonwireless March 1,2018 Dear Sir/Madam: RE:TRM Please accept this letter as notification that TRM, Inc.of Foxborough, MA has been engaged to perform research on certain properties and real estate including submitting for zoning approval,building permits, and construction of Verizon Wireless ongoing network enhancement. TRM, Inc., Is authorized to act on Verizon Wireless behalf for the purpose of filling and consummating any zoning and/or building permit applications necessary to obtain approval of the applicable jurisdiction for the installation and/or modification of Verizon Wireless communication Facilities. Should you have any questions regarding any TRM, Inc's activities on behalf of Verizon Wireless,feel free to contact me at 508-320-2017 or via email sea n.conwav@ve rizionwire less.com Respectfully, ll Sean Conway Verizon Wireless Project Manager—Real Estate r \0 °° e4 verizonwireless August 8, 2018 Dear Sir/Madam: Re: Jeffrey Barbadora/Crown Castle Please accept this letter as notification that Jeffrey Barbadora working for Crown,of Natick, MA has been engaged to perform research on certain properties and real estate including submitting for zoning Jeffrey Barbadpra / Crown is authorized to act on Verizon Wireless's behalf for the purpose of filing and consummating any zoning and/or building permit applications necessary to obtain approval of the applicable jurisdiction for the installation and/or modification of Verizon Wireless' communication Facilities. Should you have any questions regarding any TRM, Inc's activities on behalf of Verizon Wireless,feel free to contact me at 508-320-2017 or via email at sean.conwav@verizonwireless.com Respectfully, Stan, Conway Sean Conway Verizon Wireless Project Manager—Real Estate Date: May 31,2017 JACOBS• Charles McGulrt Jacobs Engineering Group, Inc. Crown Castle 5449 Bells Ferry Road 3530 Toringdon Way Suite 300 Acworth,GA 30102 Charlotte, NC 28277 (770)701-2500 Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Carrier Site Number: NEE 179265 Carrier Site Name: Yarmouth REPL, MA Crown Castle Designation: Crown Castle BU Number: ' 881451 Crown Castle Site Name: White's Path Crown Castle JDE Job Number: 440241 Crown Castle Work Order Number: 1410762 Crown Castle Application Number: 363418 Rev.0 Engineering Firm Designation: Jacobs Engineering Group, Inc. Project Number: 1410762 Site Dab: 327 White's Path, South Yarmouth,Barnstable County,MA Latitude 41°41'26.016, Longitude-70°11'18.996" 295.3 Foot-Self Support Tower Dear Charles McGuirt, Jacobs Engineering Group, Inc. is pleased to submit this "Structural Analysis Report" to determine the structural Integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1041028, in accordance with application 363418,revision 0. The purpose of the analysis Is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case,to be: LC7: Existing+ Reserved+ Proposed Equipment Sufficient Capacity Note:See Table I and Table II for the proposed and existing/reserved loading,respectively. The analysis has been performed in accordance with the TIA-222-G standard and 2009 IBC as amended by the 2010 Massachusetts Building Code, Eight Edition based upon a wind speed of 120 mph 3-second gust, exposure category C with topographic category 1. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Jacobs Engineering Group, Inc. appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or . other projects please give us a call. Structural analysis prepared by: Reviewed b • / s ,fit, °,- 'S�ONAI��. Narendra Malviya Paul L. Mucci, P.E. Structural Engineer Senior Project Engineer tnxTower Report-version 7.0.7.0 May 31,2017 295.276 Ft Sell Support Tower Structural Analysis CCI BU No 881451 Project Number 1410762,Application 363418, Revision 0 Page 2 TABLE OF CONTENTS 1)INTRODUCTION 2)ANALYSIS CRITERIA Table 1 -Proposed Antenna and Cable Information Table 2- Existing and Reserved Antenna and Cable Information Table 3-Design Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 4-Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 5-Section Capacity (Summary) Table 6—Tower Components vs.Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations • tnxTower Report-version 7.0.7.0 - May 31,2017 295.276 Ft Self Support Tower Structural Analysis CCI BU No 881451 Project Number 1410762,Application 363418, Revision 0 Page 3 1) INTRODUCTION ' . ' This tower is a 295.3 ft Self Support tower designed by LEBLANC BROADCAST INC. in August of 1993. The tower was originally designed for a wind speed of 90 mph per TIA/EIA-222-E. The tower has been modified multiple times in the past to accommodate additional loading. 2)ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind ` speed of 120 mph with no ice, 40 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure . category C with topographic category 1. • Table 1 -Proposed Antenna and Cable Information Center Number, Number Feed Mounting Line ' Antenna of Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) . 157.0 4 tower mounts Sector Mount[SM 503-1] ' (crown) 4 alcatel lucent B13 RRH4X30-4R I I I I 4 alcatel lucent B25 RRH4x30-4R I I 1 157.0 4 alcatel lucent B66A RRH4X45 8 11-5/8 I - 156.0 3 commscope LNX-6515DS-A1 M w/ I Mount Pipe 1 9 commscope SBNHH-1 D45B w/Mount Pipe 2 raycap RxxDC-3315-PF-48 I I ' Table 2-Existing and Reserved Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of ' Antenna Modelof Feed Line Note Antennas Lines Size(In) Level(ft) Elevation Manufacturer, (ft) 295.0 308.0 1 Shively labs 6810-3 1 1-5/8 1 1 decibel D8809T3E-XC 303.0 1 decibel DB812K-YI I 300.0 1 ' decibel DB540K-E 298.0 1 - decibel - DB806D-Y 6 11-1/4 I 1 decibel DB589 1 7/81 292.0 I 297.0 2 decibel DB806-XC 1 I EW52 1 decibel DB809K-XT 1 I 1/4 tower mounts 292.0 1 (crown) Platform Mount[LP 715-1] 290.0 1 mark P-9A48GN-U I I , , I 298.0 I 1 I decibel I DB806D-Y I - I - 14 tnxTower Report-version 7.0.7.0 May 31,2017 295.276 Ft Self Support Tower Structural Analysis CCI BU No 881451 Project Number 1410762,Application 363418, Revision 0 • Page 4 Center Number Number Feed Mounting Line Antenna of Antenna Model . of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 3 quintel tech QS66512-2 w/Mount pipe 3 ericsson WCS RRUS-32-B30 2 3/8 I 2 I 6 cci antennas TPX-070821 4 I 3/4 I 286.0 1 raycap DC6-48-60-18-8C I . I . I 3 kathrein 800 10122 w/Mount Pipe I 3 kmw AM-X-CD-16-65-00T-RET 285.0 communications w/Mount Pipe 1 raycap DC6-48-60-18-8F 6 ericsson RRUS 11 12 1-5/8 I 1 6 kathrein 860 10025 I I 285.0 1 tower mounts Sector Mount[SM 401-3] I (crown) powerwave 6 technologies LGP21401 - - 2 tower mounts 280.0 1 • ) Platform Mount[LP 601-1] 2 1/2 (crown) 280.0 271.0 1 decibel DB540K-E 1 i 1-1/4 i 1 269.0 2 decibel DB812KE-Y 256.0 1 decibel DB806-XC I • ' I 251.0 1 decibel DB264-A II 250.0 250.0 1 tower mounts Sector Mount[SM 101-3] 1 I 17/8 I 1 (crown) 240.0 1 decibel DB540K-E 260.0 1 ante) BCD-87010 1 1-1/4 14 1 decibel ASP-962 I 209.0 209.0 1 rfs celwave MA0528-23AN _ 1 I 1-1/4 1 /4 1 1 tower mounts Side Arm Mount (crown) [SO 201-1] 215.0 1 decibel ASP-705 1 decibel DB809DK-XT I 213.0 1 sinclair SD110-SFXPASNM I 212.0 1 decibel DB540K-E I II 3 alcatel lucent TD-RRH8x20-257 I I 9 its celwave ACU-A20-N 3 I 1-1/4 1/2 11 203.0 APXVSPPI8-Cw/Mount 2 I 7/8 I 3 rfs celwave Pipe 203.0I 3 rfs celwave APXVTM14-C-120 w/ Mount Pipe 1 tower mounts Platform Mount[LP 404-1] I , (crown) 200.0 2 fastback networks IBR 1300 2 1/4 I 2 tnxTower Report-version 7.0.7.0 May 31,2017 295.276 Ft Sell Support Tower Structural Analysis CCI BU No 881451 Project Number 1410762,Application 363418, Revision 0 Page 5 Center Number I Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer (ft) Lines Size(in) 3 alcatel lucent 800 EXTERNAL NOTCH FILTER 3 alcatel lucent TME-1900MHz RRH (65 201.0 201.0 MHz) - - 1 3 alcatel lucent TME-800MHZ RRH_ 1 tower mounts Side Arm Mount (crown) [SO 101-3] 1 ericsson ANT2 0.6 11 HPX(TR) 1 ericsson ANT2 0.6 1 BHP 2 ericsson MINI-LINK PT 2010 12 I 1-5/8 186.0 186.0 2 I. 3/8 1 3 kathrein 800 10606 w/Mount Pipe 1 tower mounts T-Arm Mount[TA 602-3] (crown) , 3 commscope LNX-6515DS-A1 M w/ Mount Pipe 3 ericsson RRUS 11 B12 167.0 3 ericsson ericsson AIR21 B2A B4P 165.0 w/mount pipe 13 1-5/8 1 3 ericsson ericsson AIR21 B4A B2P w/mount pipe 3 ericsson KRY 112 144/1 165.0 1 tower mounts Sector Mount[SM 402-3] (crown) 3 aicatel lucent RRH2x40-AWS 3 css AXP18-60-2 w/Mount Pipe 3 rymsa wireless MG D3-800Tx w/Mount Pipe 157.0 157.0 3 antel BXA-70063-6CF-EDIN-2 19 1-5/8 'i 3 w/Mount Pipe 3 css X7C-465-0 w/Mount Pipe 1 raycap RxxDC-3315-PF-48 tower mounts 1 Sector Mount[SM 503-3] (crown) 1 andrew P4-105 149.0 149.0tower mounts 1 EW52 1 Pipe Mount[PM 601-1] 1 (crown) 1 andrew VHLP2-11 148.0 148.01 tower mounts 1 EW90 1 Pipe Mount[PM 601-1] (crown) 1 andrew PARE-59A 141.0 1 141.01 tower mounts Pipe Mount[PM 601-1] 1 EW52 I 1 (crown) tnxTower Report-version 7.0.7.0 May 31,2017 295.276 Ft Self Support Tower Structural Analysis CCI BU No 881451 Project Number 1410762,Application 363418, Revision 0 Page 6 Center Number - Number Feed Mounting Line Antenna - - Level(ft) Elevation of Manufacturer Antennas Lines Size(In) Antenna Model of Feed ' Line Note (ft) 1 andrew P4-105 114.0 114.0 tower mounts 1 EW63 1 1 (crown) Pipe Mount[PM 601-1] 21.0 21.0 1 maxrad MYA9309 (23") 1 3/8 1 Notes: 1) Existing Equipment 2) Reserved Equipment 3) Equipment to be removed;not considered in this analysis. 4) Abandoned Equipment;considered in this analysis. Table 3-Design Antenna and Cable Information Center Number Antenna Number Feed Mounting Line of Antenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 12 - PD1132 295.3 295.3 6 PD220 - - I - 3 - PD10017 250.0 250.0 6 PD220 200.0 200.0 12 - PD220 - - 130.0 130.0 3 - 6"DIA. Dishes - I - 3)ANALYSIS PROCEDURE Table 4-Documents Provided Document Remarks ReferenceSource 4-GEOTECHNICAL REPORTS FDH Engineering 1599276 CCISITES 4-POST-MODIFICATION Paul J. Ford and Company 3262870 CCISITES INSPECTION 4-TOWER FOUNDATION FDH Engineering 1600221 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER MANUFACTURER LeBlanc Communication Inc. 1600265 CCISITES DRAWINGS 4-TOWER REINFORCEMENT CHA 1959794 CCISITES DESIGN/DRAWINGS/DATA 4-TOWER REINFORCEMENT Paul J. Ford and Company 2961813 CCISITES DESIGN/DRAWINGS/DATA 4-TOWER REINFORCEMENT Paul J. Ford and Company 3004369 CCISITES DESIGN/DRAWINGS/DATA 4-TOWER REINFORCEMENT Paul J. Ford and Company 5746802 CCISITES DESIGN/DRAWINGS/DATA 3.1) Analysis Method tnxTower(version 7.0.7.0), a commercially available analysis software package,was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. tnxTower Report-version 7.0.7.0 May 31,2017 295.276 Ft Self Support Tower Structural Analysis CCI BU No 881451 Project Number 1410762 Application 363418, Revision 0 Page 7 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's . specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Jacobs Engineering Group, Inc. should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 5-Section Capacity(Summary) Section Elevation(k) Component Type Size - Critics' (K)' SPP_allow % Pass/Fail No. Element (K) Capacity T1 295.276 Leg V3 1/2x3 1/2x3/8 2 -27.634 69.058 40.0 Pass 285.433 T2 285.433- Leg V31/2x31/2x3/8 16 '4-45.459µw69.058 f• 65.8 Pass .»,. 280.512 T3 280.512• Leg V3 112x3 1/2x3/6 26 -65.207 69.058 94.4 • Pass 275.591 ___ _ __ __ T4 275.591 Leg. V4x4x3/8 36 . -79.700».., 86.650 ��92.0 Pass w 270.669 T5 270.669- Leg V4x4x3/8 48 , -98.449 104.496 94.2M» Pass 265.748 ----._M ..,_ �, _ 265.748- V4x4x3/8 w/2L3x3x1/4 and -115.477 374.025 Pass T6 260.827 Leg 2.5"S.R. 63 T7 260.827- La V4x4x3/8 w/2L3x3x1/4 and 72 ! -128.834 374.025 34.4 Pass Pass 255.906 g 2.5"S.R. _ _ T8 255.906- Leg V5x5x3/8 w/ 2.5"SR 84 -149.472 tl X272.221 -.A 54.9 w�.u._Passim 246.063 _ __ »666_6 T9 246.063- Leg V5x5x3/6 w/ 2.5"SR 95 236.22 . -185.780 320.056 �w 58.0 _Pass _--------„-_ __ - T10 236.22- Leg V5x5x5/8 w/ 2.75"SR 137 -251.798387.514 65.0 Pass 216.535 TI1 216.535- Leg V5x5x5/8 w/ 3.0"SR 158 ' -283.685 ?423.431 67.0 _,.Pass 206.693 __ 666,6. _ T12 206.693- Leg V5x5x5/8 w/ 3.5"SR 170 -319.680 582.034 » 54.9 W Pass m 196.85 T13 196.85- Leg V6x6x5/8 w/ 3.5"SR 212 -394.224 ...648.229 .60.8 Pass ".-• 177.165 _ T14 177.165- Leg V6x6x5/8 w/ 3.5"SR 233 -432.193•. 727.238 - 59.4_.,>.."•�-Pass "- 167.323 167.323- V6x6x5/B w/2L4x4x5/16+ -475.008 962.732 49.3 Pass. T15 157.48 - , Leg 3.5"SR 275 T16 157.48• Leg V8x8x5/8 w/ 3.5"SR 317 -537.765 «» 799.336 _w.67.3 Pass; 137.795 - 137.795- V8x8x5/8 w/2L4x4x5/16+ . -636.355 1074.940 59.2 Pass T17 118.11 Leg 3.5"SR 365 Xµ T18 » 118.11 - Leg V8x8x3/4 w/2L4x4x5/16+ 455 -742.O19 1287.17057.6 ••m Pass 98.4252 4"SR _ _ _ ,.�,..w._ »» Le VBx8x3/4 w/2L5x5x5/16+ 545 ; -853.372•�•1309.780• �- 65.2»� Pass T19 98.4252- • 78.7402 g 4"SR 4 5 .080»..,. 60._.,...............Pa6;66."... T20 78.7402- Leg I V8x8x1 w/2L5x5x5/16+ I 587 '964.256 1596.080 60.4 Pass 59.0551 4.5"SR .....,...».,........................ T21 59.0551 - Leg V8x8x1 w/L6x6x1/2+ 632 -1072.030 1717.220 62.4 Pass 39.3701 L5x5x5/16+4.5"SR tnxTower Report-version 7.0.7.0 ' May 31,2017 295.276 Ft Self Support Tower Structural Analysis CCI BU No 881451 Project Number 1410762,Application 363418, Revision 0 • Page 8 Section 1 Critical SF'P_allow %' No. Elevation(ft) Component Type Size Element P(K) Pass t Fall (K) Capacity T22 39.3701 - Le V8x8x1 w/L6x6x1/2+ 677 1183 .240 1744.420 67.8 Pass 19.685 g L5x5x3/8+4.5 SR • T23 19.685.0 Leg V8x8x1 w/L6x6x1/2+ 722 -1289.630 1744.420 73.9 Pass L5x5x3/8+4.5 SR Ti 295.276• Diagonal L 3 x3 x 1/4 9 -13.773 15.990 86.1 Pass Mw 285.433 __ _ _ _ 91.2(b) T2 285.433- Diagonal 2L 3 x 3 x 1/4(3/8) 23 -18/02 60.458 30.9 �Pass 280.512 71.0(b) _ T3 280.512- Diagonal 2L 3 x 3 x 1/4(3/8) 32 -22.535 -427.069 83.2 Pass 275.591 86.0(b) T4 275'591 Diagonal L 2.5 x 2.5 x 1/4 42 -13.424 23.038 58.3�w� Pass 270.669 _ _ __ 96.2(b) _ TS 270.669- Diagonal L 2 x 2x3/16 57 -'-9.48 -M~tl ~-- 7 10.911 86.9Pass 265.748 _ _ T6 265.748• Diagonal L 2 x 2x3/16 66 •_-7.741_ -,..- _10.876 71.2 r Pass 260.827 . T7 260.827- Diagonal L 2.5 x 2.5 x 1/4 78 -8.842 .v..21.133 41.8 Pass 255.906 65.7(b) T8 255.906- Diagonal L 3 x3 x 5/16 87 -15.193 27.866 ._� Pass' -•_ 246.063 100.00.0(b)(b) T9 246.063- Diagonal L 3 x 3x3/16 127 -14.489 23.273 62.3 Pass 236.22 79.0(b) T70 236.22- Diagonal L 3.5 x 3.5x5116 141 .-14.363 31.273 45.9 (Pass ,. 216.535 97.3(b) Ti 1 216.535- Diagonal 13.5 x 3.5x5/16 163 -15.085 28.448 53. Pass 206.693 99.3(b)(b) T12 206.693- Diagonal L3 x3 x 1/4 183 -16.221 27.259 59.5Pass 196.85 66.1 (b) T13 196.85- Diagonal 2L 3.5 x 3.5 x 1/4(3/8) 217 -20.763 67.819 30.6 Pass 177.165 _ _ 78.7(b) 177.165- 22:371m _46.033 .�«48.6 a Pass 114 Diagonal L 3.5 x 3.5x3/8 246 167.323 _d.....,.- _,-,.._..... 73.7(b)...,„.r«- ........�-...a T15 167.323- Diagonal L 3.5 x 3.5 x 3/8 28g •23.404 45.232 51.7 Pass 157.48 . 77.1 (b) T16 157.48- Diagonal 2L 3.5 x 3 x 3/8 LLH (3/8) 331 -43.121 86.540._..� ass 137.795 _ _ _ 82.6.6(b) (b) __ T17 137.795 Diagonal 2L 3.5 x 3 x 3/8 LLH (3/8) 386 •49.733 v... 80.264 8162.0 �..ea Pass 118.11 _ 81.9(b) 118.11 - SPEC L 3.5 x 3x3/8 -1-1_5 -51.854 94.349 55.0 _Pass T78 98 4252 Diagonal x 3.5 x 5/16 LLH (3/8) 476 66.4(b) T19 98.4252- Diagonal SPEC L 4 x 3 x 3/8 +L 5 x 558 -52.155 µ_ 92.960 56.1 Pass 78.7402 3.5 x 5/16 LLH (3/8) 68.6(b) T20 78.7402- Diagonal SPEC L 5 x 3.5 x 1/4 +L 5 600 -52.188 tl 82.506 _�. 63.3 _a PassR� 59.0551 x 3.5 x 5/16 LLH (3/8) 84.9(b) T21 59.0551 - Diagonal SPEC L 5 x 3.5 x 3/8 +L 5 645 -56.975 100.412 56.7 Pass 39.3701 x 3.5 x 5/16 LLH (3/8) 73.0(b) T22 39.3701 - Diagonal SPEC L 5 x 3.5 x 3/8 +L 5 690 -56.088......94.740 .59.2--..»-.•...PassW- • 19.685 x 3.5 x 5/16 LLH (3/8) 74.7(b) T23 19.685.0 Diagonal SPEC L 5 x 3.5 x 3/8 +L 5 735 -61.561 89.050 69.1 Pass x 3.5 x 5/16 LLH (3/8) 77.3(b) T1 295'276 Horizontal L 2 x 2x3/16 11 -3.220 6.100 52.8 Pass 285.433 a4 � T9 246.063- Horizontal L2 x2 x3/16 104 - 236.22 3.222 10.975 43.0 0( � Pass 43 (b) 112 206.693- Horizontal L 2.5 x 2.5 x 3/16 172 -5.545 9.903 56.0 w�w Pass 196.85 58.2(b) T14 177.165- Horizontal L3 x3 x 1/4 235 -7.496 16.010 �... 46.8 Pass 167.323 Ti 5 167.323- Horizontal L 3 x 3 x 1/4 277 -8.239 14.996 54.9 yPass 157.48 tnxTower Report-version 7.0.7.0 May 31,2017 295.276 Ft Sell Support Tower Structural Analysis CCI BU No 881451 Project Number 1410762,Application 363418, Revision 0 Page 9 Section CriticalSF'P_allow % Elevation(ft) Component Type Size - No. Element (K) Capacity . 157.48- -9.327 12.335 75.6 Pass T16 137.795 Horizontal L3 x3 x 1/4 327 wY T17 137.795 Horizontal L4 x 3 x 114 LLH 367 ' -11.037 14.141 78.0 .. Pass 118.11 T18 118'11 Horizontal I.4 x 3 x 5/16 LLH 457 -12.870 20.570 62.6 Pass 98.4252 ~ _ _ __w _ m T19 98.4252- Horizontal L 5 x 3 x 5/16 LLH 547 -14.801 m 31.65946.8 Pass 78.7402 _ 5.1.5(b) T20 78.7402- Horizontal L 5 x 3.5 x 5/16 LLH 589 • 16.724 48.403 34.6 _._. Pass 59.0551 52.0(b) e T21 59.0551 - Horizontal L 5 x 3.5x5/16 LLH 641 -18.593 44.646 41.6 Pass 39.3701 57.8(b) T22 39.3701 - Horizontal L 5 x 3.5 x 5/16 LLH 679 -20.522 40.758 50.4 Pass 19.685 63.8(b) T23 19.685-0 Horizontal L 5 x 3.5 x 3/8 LLH 724 ' -22.367 44.002 50.8 Pass 58.0(b) T5 270.669- Secondary L 2 x 2 x 3/16 59 -1.708 10.945 15.6.... Pass 265.748 Horizontal ' 23.6(b) T9 255.906- Secondary L2x2x3/16 92 -2.592 18.177 14.3 -... Pass ~^� 246.063 Horizontal _ ___ 34.6(b) _ T10 236.22- Secondary L 2 x 2 x 3/16 . 145 '_-4.367 Y.. 13.993.._. 31.2 .._ Pass ..a., 216.535 Horizontal ------ 58.3(b) __ Ti1 216.535- Secondary L 2.5 x 2.5 x 3/16 167 -4.920 19.905 24.7 .- Pass 206.693 Horizontal 51.6(b) T13 196.85- Secondary L2.5x2.5x1/4 220 ' M-6.837 20.303 33.7 Pass 177.165 Horizontal 53.8(b) T1 295.276- Top Girt C12x30 6 -3.496 189.578 1.8 Pass 285.4335.3 5.3(b) _ T2 285.433- Top Girt L 2 x 2x3/16 20 ~-2.803 4� 6.100 ._.45.9 Pass -' - m--� 280.512 ._ ._ ..,.. T3 280.512- Top Girt L2 x 2 x3/16 28 -1.907 6.100 31.3 Pass 275.591 ___ .. -. T4 275.591 - Top Girt L2.5x2.5x1/4 39 -7.681..... �15.712 _48.9__ �♦Pass- 270.669 _ __ 65.1 (b) . _Pass TS 270.669- Top Girt L 3 x 3 x 1/4 50 �-3.988! 22.782 17.5 w�... 265.748 - 47.6(b) T7 260.827- Top Gin L3 x3 x 1/4 73 ' -0.292 18.677 1.6 Pass 255.906 _ _ 1.9(b) T9 246.063- Redund Horz 1 L 1.75 x 1.75 x 3/16 106 ' -3.224 k 13.296 24.2 .� Pass 236.22 Bracing - _ T72 206.693- Redund Horz 1 L 1.75 x 1.75 x 3116 196.85 Bracing 177 -5.545 11.093 50.0 Pass ._.. __ __----- T14 177.165- Redund Horz 1 L 2 x 2x3/16 240 -7.498.11.951 ��-62.7 Pass 167.323 Bracing `.. T15 167.323- Redund Horz 1 L 2 x 2x3/16 282 -8.240 11.843 69.6 Pass 157.48 Bracing _ _ ... 116 157.48- Redund Horz 1 L 2.5 x 2.5 x 1/4 347 137.795 Bracing -9.335 20.472 .« 45.6 VY...Pass Ti 7 137.795- Redund Horz 1 L 2.5 x 2.5 x 3/16 384 -11.052 20.030 55.2 -Pass .v 118.11 Bracing _ 98.4252 Redund norz 1 -12.885 18.272 -�Po70.5 -,,....._Pass T18 T18 g L 2.5 x 2.5 x 3/16 462BraPass ^ .a 119 98.4252- Redund Horz 1 L 3 x 3 x 1/4 552 -14.810_ 25.127 58.9 V�.,Pass 78.7402 Bracing _ _ _.- _ µ , -- ... _ - 120 I 78.7402 59.0551 I Redu ad noHor 1 2L 3 x 3 x 3/16(3/8) 598 1 -16.732 49.689 33.7 Pass, _M 121 I 9.551 I Reduu ad Hoorz 1 2L 3 x 3 x 3/16(3/8) I 662 : -18.602 48.613 38.3 ,. Pass 39.3701 - Redund Horz 1 -20.533 61.962 33.1 Pass T22 19.685 I Bracing 2L 3 x 3 x 1/4(3/8) 707 . tnxTower Report-version 7.0.7.0 May 31,2017 295.276 Ft Self Support Tower Structural Analysis CCI BU No 881451 Project Number 1410762,Application 363418,Revision 0 Page 10 Sectoion Elevation(ft) Component Type - Size - ElemenCriticall P(K) SPP allow % pass/Fail (K) Capacity T23 19.665-0 Redund Horz 1 2L 3 x 3x3/8(3/8) 733 -22.372 83.684 26.7 Pass Bracing __ _ __ _Y _ T9 I 246.063 I Redund e u ad Diag g 1 I L 1.75 x 1.75 x 3/16 I 123 s_-2.384 11.584 __20.6 Pass BT12 206.693- Redund Diag 1 L 1.75 x 1.75 x 3/16 198 . -3.509 9.566 36.7 J .v. Pass.� 196.85 Bracing T14 177.165- Redund Diag 1 L2 x 2x3/16 264 -4.454 10.279 43.3 Pass r._. 167.323 Bracing ' 715 167.323- Redund Diag 1 L 2 x 2 x 3/16 303 -4.819 . 10.276 46.9 Pass f 157.48 Bracing '__ _ _ ___ __ 116 157.48- Redund Diag 1 L 2.5 x 2.5 x 1/4 348 137.795 Bracing -6.969 12.641 55.1 Pass M T17 137.795- Redund Diag 1 L 3 x 3 x 1/4 431 -8.135-nom 20.822 * 39.1 J4F- Pass ~-M 118.11 Bracing __ _ _ _ TI8 118.11 - Redund Diag 1 L3 x3 x 1/4 507 -8.707 18.375 47.4 Pass 98.4252 Bracing __ _ _' _ TI9 98.4252- Redund Diag 1 L 3 x3 x1/4 573 :Y__-9.638 16.373 58.9 ~MPass - 78.7402 Bracing _ _ _ _ __Pass 59.0551 Bracing ' _ _ _ T21 59.0551 - Redund Diag 1 L 3 x3 x3/8 663 ' -11.464 18.749 w__61.1 __ Pass 39.3701 Bracing T22 39.3701 - Redund Diag 1 L3 x3 x3/8 708 -12.388 18.271 67.8 Pass 19.685 Bracing T23 19.685-0 Redund Diag t 13.5 x 3.5x3/8 753 .-13.361 ' 24.097 55.4�µ re Pass m Bracing _ _ --- 716 157.48- Redund Sub Horz L 3 x 3 x 1/4 342 -4.942 7.716-64.0� �Pass 137.795 Bracing T17 137.795- Redund Sub Horz L 2.5 x 2.5x3116 439 . 10.450-29.225--35.8 Pas;--- 118.11 Bracing _ _ _ _ _ T78 118.11 - Redund Sub Horz L2.5x2.5x3/16 529 10.602 . 29.225� � 36.3 �x_ Pass m 98.4252 Bracing _ _ _ ____ _ Ti 7 137.795- Redund Sub L 2,5 x 2.5 x 3/16 438 -7.445AM 24.276 30.7 a Passe 118.11 Diagonal Bracing __ _ _ Ti B 118.11• Redund Sub L 2.5 x 2.5 x 3/16 528 :-7.214 T 23.413a�M�30.8.___ ..-Pass ..__ r -0.042 10.2220.8Pass 98.4252r Diagonal Bracing T20 I 78.7402• Inner Bracing L 4 x 4 x 1/4 612 �•a- 41 -��- 59.0551 T21 59.0551 - Inner Bracing L 4 x 4 x 1/4 656 • -0.047 8.850 0.9 Pass 39.3701 -_ T22 39.3701 - Inner Bracing L 4 x 4 x 1/4 702 -0.048__ -• __7.736 0.9_4 � ...�. Pass 19.685 T23 19.685-0 Inner Bracing L 4 x4 x 1/4 747 -0.050 6.820 0.9 M _...Pass ISummary I I I I I Leg(T5) 94.4 Pass _ Diagonall100.0 Pass2 Horizontal 78.0 Pass (T17) Secondary 58.3 Horizontal Pass (T10) M Top Girt 65.1 Pass (T4) Redund 70.5 Horz 1 Pass Bracing (118) _ - _ - I Redund 67.8 Pass tnxTower Report-version 7.0.7.0 May 31,2017 295.276 Ft Self Support Tower Structural Analysis CCI BU No 881451 Project Number 1410762,Application 363418,Revision 0 Page 11 Section Elevation(ft) Component Type Size Critical P(K) SF'P_allow % Pass/Fall No. Element (K) Capacity Diag 1 Bracing (T22) Redund ' 64.0 • Sub Horz Pass Bracing (T16) Redund 30.8 Sub Diagonal Pass Bracing , (T18) Inner 0.9 Bracing Pass (T22) _ Bolt Checks 100.0 Pass2 Rating. 100.0 I Pass2 Table 6-Tower Component Stresses vs. Capacity—LC7 Notes Component Elevation(ft) %Capacity • Pass/Fail 1 Micro pile 0 33.7 Pass 1,3 Base Foundation 0 108.4 Pass Soil Interaction Structure Rating(max from all components)= - 108.4%a Notes: 1) See additional documentation In'Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 2) Capacities up to 105%are considered acceptable based on analysis methods used. 3) A foundation-soil Interaction rating of 1100/0 or less is within engineering tolerances for foundations and is considered. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the existing, reserved and proposed loads. No modifications are required at this time. tnxTower Report-version 7.0.7.0 May 31,2017 295.276 Ft Self Support Tower Structural Analysis CCI BU No 881451 Project Number 1410762,Application 363418, Revision 0 Page 12 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 7.0.7.0 • } DESIGNED APPURTENANCE LOADING I TYPE I ELEVATION 1 TYPE ELEVATION I r �;Tb+-r _- T-T-r,^T�-� X31 '5/8-X5'Lghning Rod 295 TPRRHBr2625 2203 IF e. 4€0' I 1 I raiz' Beacon -_--.,295____ ITD-RRH8x20-2S .1203-. -. I •wl I- UL4 1 _-I 20549 X8810.3 '295 __-~PieMorm Mount ILP 404-11 1203-.___.._-_.._ S 2{ � 2]071 2rx12)soD.Pl11z51� lz%---- _APzvrntu-c-120 --'Izai --21 D m, i � � � zaosrt MI ii Mg l Fi 4J ^� 27581 DBB%D-Y292 TME-BOOMHZ RRH201 `1mlm Int; �DBB%PY 292 TME-800M-2 RAH _----201_ --' z .'7.n - 1 IDB812KY �292 -'TME-1900MHZ RAH(65 MHz) xr201 D J m d•z,m{ F 26519 DB809KXT 1292 � ITME-1900M14:RAH(65 MHz) ]201--__-___- K I� m Z '� L� 26081 IDBS40KE_--_- 292 ITME-1900MHZRRH(65 MHz) 1201 _-- C m n ^ , '0&588 292 _BOO EXTERNAL NOTCH FILTER 201 I I -1 _ 25591 I �-� r 1 I IDB008T3E-XC ---_ - _1-292 __- 800 EXTERNAL NOTCH FILTER '201 -800 3• I~ r m 2461X lzloe%s%C_ __-1803 EXTERNAL NOTCH FILTER 1201 -m rr i"I I �+'-' PlaMorm Mount RP]1511292 tads Nm Mount ISO 101-31 $201__----- ri °I. Ilm'21i'2 I I$Y 2362X' P-9A19GN-V 292 TME-BWMHZ RRH 1- _ AM-XLO-18.65.00TRETw/Mount 285 80010608w/Mount Pipe 1% < =Intl<d< ^I Pq -_-�._____ __________ B001°6%wl Mount Ppe- ePipe "- _-_---_-_-_ -----_ __-.___._ - m J m I eco 10122---- Pl 2% MINI-LMK PT 2010 ----_--- 1%- �Ix e� 3 rNM%-C61&65-0OT-RET w/Mount -- --- IMINI-LMK PT2010 188- ----^ Ih .�1 r amu. u m�zz ! nw 1 P -___--_-_-- T-Nm Mount[TA BOA31 11% PI w i ^'�-_- 2165rt 80010122w/Mount Ppe -_ ,285 X80010122 w/MwH Pipe 2% 8001%OB w/Moun R) 188 3 -^ m n : r I r ANT20611HPX(TR) —`186 -- _ - _ _ 2%)M 05665 22w Mount I__----_ 2% HT .8 U 2x w� III F"_ -- --__--__--_- �ANT20818HP --- 108...-_.-- ISO 141- 6 r ^^ a I I 0566512.2 w/Mount - 285 u z Ig2 s ,� i, /Mou e -ERICSSONAlfl 21 BIA 82Pw/Wut 165 IJL 0568512-2 wl Mount Pipe 285 plpe cl 4¢ I - --. -- _- -- SSONNR21B4AB2Pw/Mount 11 _-____--__ z� z mr-- :(2)LGP21401 _2% ERIC % NI� e 21LGP21.01 285 PI H I, 1 <4 d . I (2)1GP21401 285 ERICSSON AIR 21 B4AB2Pw/Mount 165 �r i 1 z 'zl of • [ itli 2 TPX-070821 1285 --- PI �____.___ I> l l_-__ ---___ lunm r Iry r I(2)TPX-070821 2% LNX65Isos A1Mw/MWrIPpe-_ 185 __ _ _. i ._ —_ I i � 17121 I (2)TP_X-0)08212%6656_ -ILNXfi5150Sd11Mw/Mount Pbe__ 185___5665 . z ^� i WCSHRUS32B30 __ _-1-295— -LNX-651505-A1Mw/Mou Pee 165 3 ert p.1 1x ;i3 Iw JwI1817 15)51 • ' • 'I Iril tDL6JB-6019 BC LKRV1121MI1--_ lyl�_— -- /{}{ .6686_ 80 - I HKRV112144/166555565__1165 _-I� �� Iw, 1.--r1 g �Ii I use w tiii lees -RRU911 812_ _--1165____ -- Fn r-- . 1 I - �(2)eesoioa2s �z% Aausnelz 1K 121 --'--- e'_ r' xlm w 7 • Q 1(2)86010025 -285 1RRU511 B125`55 165-- � "1 x� .__ -.6.6665666 66.6 65666-- 1378rt (2)RRUS11 2% )S- Moun115M 40231 165 -- 1 _-.�. TNI -- I © l 1121 AABS 11555-- t2% - - - pRp1eC550N AIR 21 B2A B4P w/Mount 165 ' a 1121 RflU511 _- -_ PBS_-__ PRICSSON AIR 21 B1A BOP w/Mmnl 165 p�I ',m d o ro Iwlw R' . • DCBdO-EtrtSBF 6655-_285.__ _ I I z I Solar Mout ISM 401531-_-_--,285 I ERICSSON AIR 21 B2A BIP w/Mount 165 ' F{ TNI x I . 1 IAM%-00-I6.65-00TRETwFMot 1285 ,p a �___ __l_i `y F_ i N q, I . 1a• I ,5666 __. 13�_____-__. LN%.&515DSA1M w/Moue!Pipe 1157_5665_- _ M1 r l. R _ DB812KE- _ _ _ F 04n 04 u+ -_ %4 n I - 5 66 5LNX-6515DSA1M w/MounlPl---I-- I NX OBS40K-E ---- rLN%651505-A1Mw/Mount Pl_ iii15] e,e 1 DBBI2KEV - --_-„-- 1 I m _ I I ALL REALPINIOIm Mom LP 6oL1 ,280- 4 _�. + 0665_ -0813 RRH4NY44R - 15715] I wn�, ._ 1 ,1-1 I 6665_ Irj -___.-6666-fes 1121 813 RRHI%306R - '15] ARE FAC 'BCD-87010 ._-6666._..- .� -1813 RRH4%3641 T115]--6655-_5566-- mAx co ILL Irl N •__ 0B AE. _ 0 025 25 RRH4 3O J 157 • ___ __�__ rr 4R F7I > _ 121 n IN OOWN•!eci°`XC__-� -_- L1525RFRRx30.4R R__-__-. 15]_._.-_ ® I 00206-XC ISM 1°1- i2%- - 5666_- 4825 RRRK4X45R _ _ _ 15] __ SHEAR JI I�` A JBJn J -- 6666_ B66ARRH4%45 __�_.___-157----___---_- 962 12o9 1 I UPLIFT Mw Mon,I15020147-_____' _ .486&1 RRH.%45 ----- 157 6666_5-- �� H' I r It w 1 I SHEAI1 MA052023AN- - .'208 - _ (Z1866A RRt1SPFJ6- _ 157 1 APXVTMI4-C-120 m -_- (2t 866PflRM4%d5 -- 15] I I 1 x ! 5919 I AXIA __.L203 ---� ______ Mount ISM 5013-41 ISJ APXVTMf4G120 w/MouMPI 203 --- - - ----5555-- I ^, '_n' 5666- (31&BNHN1Dd5B w/Mom Pips 15J 1 '�2 APXVSPPi&C wI Wont PI - 203 _. __ (3)SBNHH-10158 w/MWnt PI --I- -- - 1 ti sn•4 a _-- ._--- 203. . 1 -J 31K �_ - n J n� ^ ^ (3)5&JHH-10450 w1 MOun4Pl 15] z I m ^ - II 31K/ / AS X PPiB-C wI Mount,mit Pjfe-_ .____.._ P4-I MWMIPM 149 ml „ JP4i05 149 .5656 JJ ^i 3949 �D0540K-E 203 1 t5555-- -�.. I 1 TORQUE 11Dee°90K xr 203 IPipe2.11 IPM 6°157-6666_-__.I 148 _ ___ P I < I a IJ e I 4O mph WIND - - 203 -poMoJMIPMfi01:11 - I`I�-- _6665. I _ 1416 1 1 AXIA(2)18F113°9_- _- 203 ppRS59A ______19 71 - _-6666-_ :EH (31 ACLLA2PN 203_ lFpe 1 I I 'I i I 5555-- - —5555-- 2155555555-- - TORQUE 113)ACU-A2bN 1203 rMYM0.0 IPM 601.11 8 m 3 SHEAR. ITPgRHex2ozs __— -_. 6666_5566-J__ _ — .. __ s I 265K� _ ._._--.--_ - _ -_ 1 oon I I SYMBOL LIST I 'R MARK SIZE MARK SIZE I r g REACTIONS-1a- Ii I I,T, I --_.p V3112a31YdY9 G �VSx5xY8 w135'SR gill. g£1 B__Vdr4XVd- -H _ V6r6zSe w/2LOn4v5'L643SSR_`. Uv' !III'®I,� �_C_ Vdx.rY0 wfd3x3x1/4 ervJ25"S.R. I „1VBx9x5/B w/35'SR - 1 1 'Uy rz0]�1�1E II ,l', m}a L 0 �V5x5x59w/25'SR --._J1V0x8xMw/204%4x518.35'SR__ -J1I fr$J__- I_�-,-._=1 k.-1 ,I 5656 __ _ -_ -- 4V8x8x3/4wl 2L4x4x5)1894'SR 13 $,�' Q 81, ¢¢¢¢ k, 3 I-��F VSxSxSBw/30-SRR 5555- --- L IIVBxexY4w/205x5%518 r 4'SR _--5555-- 1 J Jacobs Engineering Group,Inc. 1ob'295.3-ft SST,White's Path [JACOB' 5449 Bells Ferry Road Prow'BU 081451 WO 0410762 Acworth, GA 30102 G'wt'Crown Castle DraW"L'I seotta - AcP'e Phone:770-701-2500 C0dB:TIA-222-G Odle 05/31/17 5f1B NTS FAX:7705701-2501 Pat.wr.1,,...,^wwo lecn.,n..w.m.xuw,.,r wl r,.ww.0w9 P4°'E-1 • i SYMBOL LIST • yy++ 29531, MARK SIZE MARI( SIZE ‘11-1-411•71T "�'I I 117. It L C I V5x4x3'Btw/22SSR a251 'SA. V-4aasx sx leo 4 n 71 ------------ ---- — --------- 6- 1 7-I"�-- 7-II s_ __ t.3 x 3 x 3/10 .,< 1.t. j _ 249.41 En _ �aas:asxvi(aaj----- --- ° i0 0 z di t' 'L35x35x&e 1. F~� ¢� <,< ISi'_� 2]511Q i f- E �VSx5x5e w/2]S SR X SPECL35v3x3R«15x35vY18LLH1&9) xml I L� �..1.i twill' 270]R F V5x5x5/8w/30-SR Y—_1 BPECL4x 3x 3/B+L5x35v5/10LLH(3/8) I_a,.l!_I _ 26;.]S G-- V5x5x59w/35-SR Z_ SPECL5x351.1/4«L5x 3.5 v 5/16LLH(3R) MI _i z= I$ _' 26088 _ H V6x6x5R w/2L4x4x&18 a 35'SR--- _--__-Al SPECL5x35 x&8aL5x351.516LLH(3/8) 7 25-- I __- I LVBXBx&8w/35-SR B1 NA --11 -' __ .__J V8xex5/0w/2L4x4x5/16 a 35'SR —_-__ CI 11.25x25x&16 pI cot 1 , 5 K VBxBx&I w12LIxa518aP5R Ot_ LIx3x1/I LLH _Io 1_ �._._I 24611 _ LIVBx9c&/w12L5x5x518a 4'SR .-_-_--__Et 11.4_x 3 x598 LLH I __M V&ex1w/2L5x5c5'16a 4S SR F1 -.5x3x518LLH__ F Jg Nz 22' '329 I --,_� I_-f- f-I� y.162n I �_0 - IV&a8x1wIL6xbx12+L5x5x3/8 45SR HI �LS75x 175k LH 318 _J Im I 1 r 0 1.3x3 wh6x81.12a151.5XV8 H.5 SR HI_ LL]S31JSx 18) I Ig' I P_yL3 x3x t14_ _..—_..__.I1 12131.31.&83R :.1 8 0 2L9x3x 1H(3R _-- J1 10984252 LI..-.___—_ F. -LL •gg 01 .z - _. L_ .W Y' IZ-. Z' m I �_,°- _ 25x25x 114 __- KI 2@492120__ m : i._0_-- 2165R S 1L21.21.&18 lin ' - I Z' 1rZ'm I , 'I I MATERIAL STRENGTH t 1 _ Bos.Ln rGRADE FyTFu GRADE F�—F� I01 F hi. l + C l 1 I �aoow 'a4 MI es x. A5]250 wIw ssKa "___. . •x ; 11-111 I __..___. l •._ nL I• 19691 I 1' 1 M.--------1.31"1_.___.�58km--__._.-1 _ '„ I 's- I 11 TOWER DESIGN NOTES g;I > Fzl=1z i z."-..i°1 2 I. Tower is located in Barnstable County,Massachusetts. �, r-+�L-+1 LJ8U 2. Tower designed for Exposure C to the TIA-222-G Standard. -1V I I 3. Tower designed for a 120 mph basic wind in accordance with the TIA-222-G Standard. Ir— = — 311;t1- /.' -r- Ln20 I I 4. Tower Is also designed for a 40 mph basic wind with 0.75 in ice.Ice is considered to FLi Ie„ . increase in thickness with height. f 16745 r ' 5. Deflections are based upon a 60 mph wind. 1 ; ' ': 13 I lilt 6. Tower Structure Class II. p F tzf I'• ( '� ' 1575q I 7. Topographic Category 1 with Crest Height of 0.00 ft - -11 T �,i I um l le 8. TOWER RATING:100% m'-I Ig'1 ¢1¢x+1 I^ 2 I s 1® A __ _ _. -_i_ LN - 132.e1 I 0 I Fly Im zo mI• & 5 I ,� '5I I5 X11 N 111115 ' 7- �i F §I I , 'Is ll, Ix I -111.111 „1r r li 1 xl iSl I 1". I ' ` , ,I ALL REACTIONS ._.�_1 �. _j�_1J I 9941 I I ARE FACTORED x I l I I i'�I n l I, MAX.CORNER REACTIONS AT BASE: LL1ic `"n - DOWN: 1345K SHEAR: 166 K _� I- Ia Zein I-ril , I 1J, ..I; UPLIFT.• -1103K 8,� Ni X B1'I1' I SHEAR: 139K ml l J _I 1 lay H __ 59tH AXIAL -.-rl Im h in Ti. z 'N''1 "1„1<I� III 9 .'z z SHEAR MOMENT -J 1 If • �I l '.IR.'I Ss4n I • • i 31K1 5184 kip-ft - � TORQUE 19 kip-ft j, -' 40 mph WIND-0.75 in ICE H.�ol < L_ o I •I 19an i h}{ 205K 811 I IR' 9 �. -\ SHEAR MOMENT -; I - 1 26510 38279 kip-ft ---1”- ,-,-,_ _ _f I_ post . I ' nn I I I TORQUE 192 kip-f REACTIONS-120 mph WIND B u lee e S& 2i irs i 11L t Jacobs Engineering Group,Inc. 1a°295.3-ft SST,White's Path JACOBS 5449 Bells Ferry Road PaBq:BU#881451 WO#1410762 • Acworth,GA 30102 Glen Crown Castle OisnA10rscotta "✓'o'd ' Phone:770-701-2500 code TIA-222-G Due 05/31/17 soma NTS FAX:770-701-2501 P8V1'1..:..w".,o..wo:•arax-.:.-xM.'.e e:.,I wnnow�«Dwe No E-1 • Page tnxTower Job 295.3-ft SST,White's Path 1 of 72 Jacobs Engineering Group,Inc. Project Date 5449 Bells Feny Road BU#881451 WO#1410762 09:13:1305/31/17 Acworth,GA 30102 Client Designed by Phone:770-701-2500 - Crown Castle SCOtta FAX:770-701-2501 Tower Input Data The main tower is a 3x free standing tower with an overall height of 295.28 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 5.91 ft at the top and 34.61 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Barnstable County,Massachusetts. Basic wind speed of 120 mph. Structure Class II. • - Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.75 in. Ice thickness is considered to increase with height. Ice density of 56 pd. A wind speed of 40 mph is used in combination with ice. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned 4 Calculate Redundant Bracing Forces Consider Moments-Diagonals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification 4 Use Clear Spans For Wind Area 4 SR Leg Bolts Resist Compression 4 Use Code Stress Ratios 4 Use Clear Spans For KL/r All Leg Panels Have Same Allowable 4 Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice 4 Bypass Mast Stability Checks 4 Consider Feed Line Torque Always Use Max Kz 4 Use Azimuth Dish Coefficients 4 Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-G Bracing Resist.Exemption 4 Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-G Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination r77.47.7. `7'Polek"';,,.," - __ 71 4 Secondary Horizontal Braces Leg 4 Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets • SR Members Are Concentric Job Page tnxTower 295.3-ft SST,White's Path 2 of 72 Jacobs Engineering Group,Inc. Project Date 5449 Bells Ferry Road BU#881451 WO#1410762 09:13:13 05/31/17 Acworth,GA 30102 Client Designed by Phone:770-701-2500 Crown Castle Scotto FAX:770-701-2501 Wind 180 1 In0A Wind 90 y L A Lem .0- Lag 9 . Face C Wind Normal • Triangular Tower Tower Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database - Width of Length Sec ions ft ft ft TI 295.28-285.43 5.91 9.84 T2 285.43-280.51 5.91 4.92 T3 280.51-275.59 5.91 4.92 T4 275.59-270.67 5.91 4.92 15 270.67-265.75 - 6.42 4.92 T6 265.75-260.83 6.93 4.92 T7 260.83-255.91 ' 7.44 4.92 T8 255.91-246.06 7.96 9.84 T9 246.06-236.22 8.98 9.84 T10 236.22-216.54 10.01 19.69 111 216.54-206.69 - 12.06 9.84 112 206.69-196.85 13.08 9.84 113 196.85-177.17 14.11 19.69 114 177.17-16732 16.16 9.84 115 167.32-157.4817.18 9.84 116 157.48-137.80 18.21 19.69 117 137.80-118.11 20.26 19.69 T18 , 118.11-98.43 22.31 19.69 119 98.43-78.74 24.36 19.69 T20 78.74-59.06 26.41 19.69 121 59.06-39.37 28,46 19.69 T22 39.37-19.69 30.51 19.69 123 1969-000 32.56 19.69 Page tnxTower Job • 295.3-ft SST,White's Path 3 of 72 Project Date Jacobs Engineering Group,Inc. 5449 Bells Ferry Road BU#881451 WO#1410762 09:13:13 05/31/17 Acworth,GA 30102 Client Designed by Phone:770-701-2500 Crown Castle FAX:770-701-2501 ,SCOtta Tower Section Geometry (cont'd) Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft ft Panels in in Tl 295.28-285.43 4.92 K Brace Right No Yes 0.00 _ 0.00 T2 285.43-280.51 4.92 Diag Up No Yes 0.00 0.00 13 280.51-275.59 4.92 Diag Down No Yes 0.00 0.00 T4 275.59-270.67 4.92 X Brace No Yes 0.00 0.00 15 270.67-265.75 4.92 XBrace No Yes 0.00 0.00 T6 265.75-260.83 4.92 X Brace No Yes _ 0.00 0.00 '17 260.83-255.91 4.92 X Brace No Yes 0.00 0.00 TB 255.91-246.06 9.84 X Brace No Yes 0.00 0.00 T9 246.06-236.22 4.92 Double K1 No Yes 0.00 0.00 T10 236.22-216.54 9.84 X Brace No Yes 0.00 0.00 III 216.54-206.69 9.84 X Brace No Yes . 0.00 0.00 112 206.69-196.85 4.92 Double K1 No Yes 0.00 0.00 113 196.85-177.17 9.84 - X Brace No Yes 0.00 . 0.00 114 177.17-167.32 4.92 Double Kl No Yes ' 0.00 0.00 115 167.32-157.48 4.92 Double KI No Yes 0.00 0.00 116 157.48-137.80 9.84 Double K1 No Yes 0.00 0.00 117 137.80-118.11 9.84 - Double KiB No Yes 0.00 0.00 118 118.11-98.43 9.84 Double KiB No Yes 0.00 0.00 119 98.43-78.74 9.84 Double KI No Yes 0.00 0.00 T20 78.74-59.06 9.84 Double K( No Yes 0.00 0.00 T21 59,06-39.37 9.84 Double K( No Yes 0.00 0.00 T22 39.37-19.69 9.84 Double KI No Yes 0.00 0.00 ' 123 19.69-0.00 9.84 Double KI No Yes 0.00 0.00 Tower Section Geometry (cont'd) Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size , Grade Type Size Grade ft Ti 295.28-285.43 60 Angle V3 1/2x3(/2x3/8 300W , Equal Angle L3 x3 x 1/4 300W (44 ksi) (44 hi) T2 285.43-280.51 60 Angle V3 1/2x3 112x3/8 300W Double Angle 2L 3 x 3 x 1/4(3/8) A36 (44 ksi) (36 ksi) T3 280.51-275.59 60 Angle V3 12x3 12x3/8 300W Double Angle 2L 3 x 3 x 1/4(3/8) A36 (44 hi) (36 ksi) T4 275.59-270.67 60 Angle V4x4x3/8 300W Single Angle L 2.5 x 2.5 x 1/4 A36 (44 ksi) (36 hi) 15 270.67-265.75 60 Angle V4x4x3/8 300W Equal Angle L2 x 2 x3/16 A36 (44ksi) (36ksi) T6 265.75-260.83 Arbitrary Shape V4x4x3/8 w2L3x3x1/4 and 300W Equal Angle L2 x2 x 3/16 A36 2.5"S.R. (44 ksi) (36 ksi) T7 260.83-255.91 Arbitrary Shape V4x4x3/8 w2L3x3x1/4 and 300W .. Single Angle L 2.5 x 2.5 x 1/4 A36 . 23"S.R. (44 ksi) (36 ksi) T8 255.91-246.06 Arbitrary Shape V5x5x3/8 w/ 2.5"SR 300W Equal Angle L3 x3 x5/16 A36 (44 ksi) (36 ksi) T9 246.06-236.22 Arbitrary Shape V5x5x3/8 w/ 2.5"SR 300W Equal Angle L 3 x 3 x 3/16 300W (44 ksi) (44 ksi) T10 Arbitrary Shape V5x5x5/8 w/ 2.75"SR 300W Equal Angle L 3.5 x 3.5 x 5/16 A36 236.22-216.54 (44 ksi) (36 ksi) T11 Arbitrary Shape V5x5x5/8 w/ 3.0"SR 300W Equal Angle L 3.5 x 3.5 x 5/16 A36 216.54-206.69 (44ksi) (36ksi) 112 Arbitrary Shape V5x5x5/8 w/ 3.5"SR 300W Equal Angle L 3 x 3 x 1/4 300W • rnxTower Job Page 295.3-ft SST,White's Path 4 of 72 Jacobs Engineering Group,Inc. Project Date 5449 Bells Ferry Road BU#881451 WO#1410762 09:13:13 05/31/17 Acworth,GA 30102 Client Designed by Phone:770-701-2500 Crown Castle SCOtta FAX:770-701-2501 Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade ft - 206.69-196.85 (44 ksi) (44 hi) T13 Arbitrary Shape V6x6x5/8 w/ 3.5"SR A572-50 Double Angle 2L 3.5 x 3.5 x 1/4(3/8) • A36 ' 196.85-177.17 (50 ksi) (36 ksi) T14 Arbitrary Shape V6x6x5/8 w/ 3.5"SR A572-50 Equal Angle L 3.5 x 3.5 x 3/8 300W 177.17-167.32 (50 ksi) (44 ksi) T15 Arbitrary Shape V6x6x5/8 w/2L4x4x5/16+ A572-50 Equal Angle L 3.5 x 3.5 x 3/8 300W 167.32-157.48 3.5"SR (50 ksi) (44 ksi) T16 Arbitrary Shape V8x8x5/8 w/ 3.5"SR A572-50 Double Angle 2L 3.5 x 3 x 3/8 LLH (3/8) A36 157.48-137.80 (50 ksi) (36 ksi) T17 Arbitrary Shape V8x8x5/8 w/2L4x4x5/16+ A572-50 Double Angle 2L 3.5 x 3 x 3/8 LLH (3/8) A36 137.80418.11 3.5"SR (50 ksi) (36 ksi) T18 118.11-98.43 Arbitrary Shape V8x8x3/4 w/2L4x4x5/16+4" A572-50 Double Angle SPEC L 3.5 x 3 x 3/8 +L 5 x A36 SR (50 hi) 3.5 x 5/16 LLH (3/8) (36 hi) T19 98.43-78.74 Arbitrary Shape V8x8x3/4 w/2L5x5x5/16+4" A572-50 Double Angle SPEC L 4 x3 x3/8 +L 5 x A36 SR (50 hi) 3.5 x 5/16 LLH (3/8) (36 hi) T20 78.74-59.06 Arbitrary Shape V8x8x1 w/2L5x5x5/16+45" A572-50 Double Angle SPEC L 5x3.5x 1/4 +L 5x A36 ' SR (50 hi) 3.5 x 5/16 LLH (3/8) (36 hi) T21 59.06-39.37 Arbitrary Shape V8x8x1 w/L6x6x1/2+ A572-50 Double Angle SPEC L 5 x 3.5x3/8 +L 5 x M6 L5x5x5/16+4.5"SR (50 hi) 3.5 x 5/16 LLH (3/8) (36 hi) T22 39.37-19.69 Arbitrary Shape V8x8x1 w/L6x6x1/2+ A572-50 Double Angle SPEC L 5 x 3.5 x 3/8 +L 5 x A36 L5x5x3/8+4.5 SR (50 hi) 3.5 x 5/16 LLH (3/8) • (36 ksi) T23 19.69-0.00 Arbitrary Shape V8x8x1 w/L6x6x1/2+ A572-50 Double Angle SPEC L 5 x 3.5 x 3/8 +L 5 x A36 L5x5x3/8+4.5 SR (50 ksi) 3.5 x 5/16 LLH (3/8) (36 hi) Tower Section Geometry (cont'd) Tower Top Girt Top Girt Top Girt Bottom Gin Bottom Gin Bottom Girt . Elevation Type Size Grade Type Size Grade ft TI 295.28-285.43 Channel Cl2x30 A36 Equal Angle A36 (36 ksi) (36 hi) T2 285.43-280.51 Equal Angle L2 x2 x 3/16 A36 Equal Angle M6 . (36 hi) (36 hi) T3 280.51-275.59 Equal Angle L 2 x 2 x 3/16 A36 Equal Angle M6 (36 ksi) (36 ksi) T4 275.59-270.67 Equal Angle L 2.5 x 2.5 x 1/4 A36 Equal Angle A36 (36 hi) (36 ksi) T5 270.67-265.75 Equal Angle L 3 x 3 x 1/4 300W Equal Angle M6 (44 hi) (36 ksi) T1 260.83-255.91 Equal Angle L3 x3 x 1/4 300W Equal Angle M6 (44 ksi) (36 ksi) Tower Section Geometry (cont'd) Tower Na Mid Gin Mid Gin Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid ft Gins TI 295.28-285.43 None Single Angle A36 Equal Angle L2 x 2x3/16 A36 (36 hi) (36 ksi) T2 285.43-280.51 None Single Angle A36 Equal Angle L21213/16 A36 Page tnxTower Job 295.3-ft SST,W hite's Path 5 of 72 Jacobs Engineering Group,Inc. Project Date 5449 Bells Ferry Road BU #881451 WO#1410762 09:13:13 05/31/17 Acworth,GA 30102 Client Designed by Phone:770-701-2500 Crown Castle FAX:770-701-2501 SCotta Tower No. Mid Gin Mid Girt Mid Girt Horizontal Horizontal Horizontal Elevation of Type Size Grade Type Size Grade Mid ft Gins (36 ksi) (36 ksi) T3 280.51-275.59 None Single Angle A36 Equal Angle L2 x2 x 3/16 A36 (36 ksi) (36 ksi) 79 246.06-236.22 None Single Angle A36 Equal Angle L2 x 2 x 3/16 A36 (36 ksi) (36 ksi) T12 None Single Angle A36 Equal Angle L 2.5 x 2.5 x 3/16 A36 206.69-196.85 (36 ksi) (36 ksi) 114 None Single Angle A36 Equal Angle L3 x 3 x1/4 300W 177.17-167.32 (36 ksi) (44 ksi) T15 None Single Angle A36 Equal Angle 1...3x 3 x 1/4 300W 167.32-157.48 (36 ksi) (44 ksi) T16 None Single Angle A36 Single Angle L3 x3 x 1/4 300W 157.48-137.80 (36 ksi) (44 ksi) T17 None Single Angle A36 Single Angle L4 x 3 x 1/4 LLH A36 137.80-118.11 (36 ksi) (36 ksi) T18 118.11-98.43 None Single Angle A36 Single Angle L 4 x 3 x 5/16 LLH A36 (36 ksi) (36 ksi) T19 98.43-78.74 None Single Angle A36 Single Angle 1.5 x 3 x 5/16 LLH A36 (36 hi) (36 ksi) T20 78.74-59.06 None Single Angle A36 Single Angle L 5 x 3.5 x 5/16 LLH A36 (36 ksi) (36 ksi) 121 59.06-39.37 None Single Angle A36 Single Angle L 5 x 3.5 x 5/16 LLH A36 (36 hi) (36 ksi) T22 39.37.19.69 None Single Angle A36 Single Angle L 5 x 3.5 x 5/16 LLB A36 (36 hi) (36 hi) T23 19.69-0.00 None Single Angle A36 Single Angle L 5 x 3.5 x 3/8 LLH A36 (36 hi) (36 hi) Tower Section Geometry (cont'd) Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Horizontal Type Grade Grade ft 15 270.67-265.75 Single Angle L 2 x 2 x 3/16 A36 Equal Angle A36 (36 ksi) (36 hi) T8 255.91-246.06 Single Angle L2 x 2 x 3/16 M6 Equal Angle A36 (36 ksi) (36 hi) T10 Single Angle L2 x2 x 3/16 A36 Equal Angle A36 236.22-216.54 (36 hi) (36 hi) T11 Single Angle L 2.5 x 2.5 x 3/16 A36 Equal Angle A36 216.54206.69 (36 ksi) (36 ksi) 113 Single Angle L 2.5 x 2.5 x 1/4 A36 Equal Angle A36 196.85-177.17 (36 ksi) (36 hi) T2078.74-59 06 Single Angle A36 Single Angle L 4 x 4 x 1/4 A36 (36 hi) (36 hi) T21 59.06-39.37 Single Angle A36 Single Angle L4 x 4 x 1/4 A36 (36 hi) (36 hi) T22 39.37-19.69 Single Angle A36 Single Angle L4 x 4 x1/4 A36 (36 hi) (36 hi) 123 19.69-0.00 Single Angle A36 Single Angle L4 x 4 x1/4 A36 (36 hi) (36 hi) .kl ower Job Page 295.3-ft SST,White's Path 6 of 72 Jacobs Engineering Group,Inc. Project Date 5449 Bells Ferry Road BU#881451 WO#1410762 09:13:13 05/31/17 Acworth,GA 30102 Client Designed by Phone:770-701-2500 Crown Castle SCOtta FAX:770-701-2501 Tower Section Geometry (cont'd) Tower Redundant Redundant Redundant K Factor Elevation Bracing Type Size Grade ft T9 A36 Horizontal(1) Equal Angle L 1.75 x 1.75 x 3/16 246.06-236.22 (36 ksi) Diagonal(1) Equal Angle L 1.75 x 135 x 3/16 T12 M6 Horizontal(1) Equal Angle L 1.75 x 1.75 x 3/16 206.69-196.85 (36 ksi) Diagonal(1) Equal Angle L 1.75 x 1.75 x 3/16 T14 A36 Horizontal(1) Equal Angle L2 x 2 x 3/16 177.17-167.32 (36 hi) Diagonal(I) Equal Angle L2 x 2 x3/16 T15 A36 Horizontal(I) Equal Angle L2 x 2 x 3/16 167.32-157.48 (36 ksi) Diagonal(1) Equal Angle L2 x 2 x 3/16 T16 A36 Horizontal(I) Equal Angle L 2.5 x 2.5 x 1/4 157.48-137.80 (36 ksi) Diagonal(I) Equal Angle L 2.5 x 2.5 x 1/4 Sub-Horizontal Equal Angle L3 x 3 x 1/4 TI7 A36 Horizontal(1) Equal Angle L 2.5 x 2.5 x 3/16 0.8 137.80-118.11 (36 ksi) Diagonal(1) Equal Angle L3 x3 x 1/4 137 Sub-Diagonal Single Angle L 2.5 x 2.5 x 3/16 1 Sub-Horizontal Equal Angle L 2.5 z 2.5 x 3/16 1 T18 A36 Horizontal(I) Equal Angle L 2.5 x 2.5 x 3/16 .8 118.11-98.43 (36 ksi) Diagonal(1) Equal Angle L31311/4 I. 75 Sub-Diagonal Single Angle L 2.5 x 2.5 x 3/16 Sub-Horizontal Equal Angle L 2.5 x 2.5 x 3/16 119 A36 Horizontal(I) Equal Angle L31311/4 98.43-78.74 (36 hi) Diagonal(I) Equal Angle L3 x 3 x1/4 T20 A36 Horizontal(I) Double Angle 2L 3 x 3 x 3/16(3/8) 78.74-59.06 (36 hi) Diagonal(1) Equal Angle L3 x 3 x 3/8 121 A36 Horizontal(1) Double Angle 2L 3 x 3 x 3/16(3/8) 59.06-39.37 (36 hi) Diagonal(1) Equal Angle L3 x 3 x 3/8 T22 A36 Horizontal(1) Double Angle 2L 3 x 3 x 1/4(3/8) 39.37-19.69 (36 ksi) Diagonal(1) Equal Angle L31313/8 0. 56 T23 A36 Horizontal(I) Double Angle 2L 3 x 3 x 3/8(3/8) 19 69-0 00 (36 hi) Diagonal(1) Equal Angle L 3.5 x 3.5 x 3/8 Tower Section Geometry (cont'd) Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mutt. Double Angle Double Angle Double Angle Elevation Area Thickness A/ Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft fit in in in in TI 0.00 0.38 300W 1 1 1.05 0.00 0.00 36.00 295.28-285.43 (44 hi) T2 0.00 0.38 300W 1 1 1.05 0.00 0.00 36.00 285.43-280.51 (44 ksi) T3 0.00 0.38 300W 1 1 1.05 120.00 0.00 36.00 280.51-275.59 (44 hi) T4 0.00 0.38 300W I 1 1.05 0.00 0.00 36.00 275.59-270.67 (44 hi) 15 0.00 0.38 300W 1 1 1.05 0.00 0.00 36.00 270.67-265.75 (44 ksi) T6 0.00 0.38 300W 1 I 1.05 0.00 0.00 36.00 26535-260.83 (44 hi) T7 0.00 0.38 300W 1 1 1.05 0.00 0.00 36.00 260.83-255.91 (44 ksi) T8 0.00 0.38 300W 1 1 1.05 0.00 0.00 36.00 255.91-246.06 (44 hi) tnxTower Job Page 295.3-ft SST,W hite's Path 7 of 72 Jacobs Engineering Group,Inc. Project Date 5449 Bells Ferry Road BU#881451 WO#1410762 09:13:13 05/31/17 Acworth,GA 30102 ClientDesigned by Phone:770-701-2500 Crown Castle SCOtta FAX:770-701-2501 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mutt. Double Angle Double Angle Double Angle Elevation Area Thickness Ar Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft' in in in in T9 0.00 0.38 300W I 1 1.05 0.00 0.00 36.00 246.06-236.22 (44 ksi) T10 000 0.63 300W 1 I 1.05 0.00 0.00 36.00 236.22-216.54 (44 ksi) . TlI 0.00 063 300W 1 1 1.05 0.00 0.00 3600 216.54-206.69 (44 ksi) T12 0.00 0.63 300W 1 1 1.05 0.00 0.00 36.00 206.69-196.85 (44 ksi) T13 0.00 0.63 A572-50 I 1 1.05 0.00 0.00 36.00 196.85-177.17 (50 ksi) . T14 0.00 0.38 A36 1 1 1.05 0.00 0.00 36.00 177.17-167.32 (36 ksi) T15 0.00 0.38 A36 1 1 1.05 0.00 0.00 36.00 167.32-157.48 (36 ksi) T16 0.00 0.38 A36 1 1 1.1 28.00 0.00 36.00 157.48-137.80 (36 ksi) T17 0.00 0.50 A36 1 1 1.1 29.00 0.00 36.00 137.80-118.11 (36 ksi) 118 0.00 030 A36 1 I 1.1 31.00 0.00 36.00 118.11-98.43 (36 ksi) T19 0.00 030 A36 1 I 1.1 32.00 0.00 36.00 98.43-78.74 (36 ksi) T20 0.00 0.50 A36 1 1 1.1 34.00 0.00 36.00 78.74-59.06 (36 ksi) t 0.00 0.50 A36 I 1 LI 27.00 0.00 36.00 59.06-39.37 (36 ksi) 122 0.00 0.50 A36 I I 1.1 28.00 0.00 36.00 39.37-19.69 (36 ksi) T23 19.69-0.00 0.00 0.50 A36 I 1 1.1 30.00 0.00 3600 (36 ksi) Tower Section Geometry (cont'd) K Factors' Tower Calc Calc Legs X K Single Gins Horiz. Sec. inner. Elevation K K Brace Brace Diags Horiz. , Brace Single Solid Diags Diags Angles Rounds X X X X X X X ft Y Y Y Y Y Y Y TI Yes No 1 295.28-285.43 T2 Yes No 1 285.43-280.51 T3 Yes No I 280.51-275.59 T4 Yes No 1 - 275.59-270.67 15 Yes No 1 270.67-265.75 •• T6 Yes No I • 265.75-260.83 T7 Yes No 1 260.83-255.91 18 No No 10.5 255.91-246.06 0.5 Job ob Page 295.3-ft SST,White's Path 8 of 72 Jacobs Engineering Group,Inc. Project - Date 5449 Bells Ferry Road BU#881451 WO#1410762 09:13:13 05/31/17 Acworth,GA 30102 Client Designed by Phone:770-701-2500 Crown Castle FAX:770-701-2501 SCOtta K Factors' Tower Calc Calc Legs X K Single Girls Hori. Sec. Inner Elevation K K Brace Brace Thugs Horiz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X fi Y Y Y Y Y Y Y T9 Yes No 1 1 246.06-236.22 1 TI0 No No 1 0.5 236.22-216.54 0.5 T I I No No I 0.5 216.54-206.69 0.5 112 Yes No 1 1 206.69-196.85 1 T13 No No 1 0.5 196.85-177.17 0.5 T14 Yes No I 177.17-167.32 T15 Yes No I 167.32-157.48 T16 Yes No t 157.48-137.80 T17 No No 1 0. 2 137.80-118.11 T18 No No 1 0.5 118.11-98.43 119 No No 1 0.5 98.43-78.74 1 T20 No No I 0.5 78.74-59.06 1 T21 No No 1 0.5 59.06-39.37 1 T22 No No 1 0.5 39.37-19.69 1 T23 No No 1 0.5 19 69-0.00 1 'Note:Kfactors are applied to member segment lengths.K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length. Tower Section Geometry (cont'd) Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation /t Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in TI 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 295.28-285.43 T2 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 285.43-280.51 T3 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 280.51-275.59 T4 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 275.59-270.67 T5 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 270.67-265.75 16 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 265.75-260.83 tnxTower Job Page 295.3-ft SST,White's Path 9 of 72 Jacobs Engineering Group,Inc. Project Date 5449 Bells Ferry Road BU#881451 WO#1410762 09:13:13 05/31/17 Acworth,GA 30102 Client Designed by Phone:770-701-2500 Crown Castle scotta FAX:770-701-2501 Tower Leg Diagonal Top Gin Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation ft Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in in in in T7 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 260.83-255.91 T8 0.00 I 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 255.91-246.06 T9 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 246.06-236.22 Tl0 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 236.22-216.54 TI I 0.00 I 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 216.54-206.69 T12 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 206.69-196.85 113 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 196.85-177.17 114 0.00 1 0.00 0.75 0.00 0.75 0 00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 177.17-167.32 T15 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 167.32-157.48 T16 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 157.48-137.80 - T17 0.00 1 . 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 137.80-118.11 T18 0.00 I 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 118.11-98.43 T19 0.00 1 0.00 0.75 000 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 98.43-78.74 T20 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 78.74-59.06 121 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 59.06-39.37 T22 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 39.37-19.69 72319.69-0.0C. 0.00 1 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 0.00 0.75 Tower Section Geometry (cont'd) Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Gin Long Horizontal Short Horizontal Elevation Connection ft Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in TI Sleeve DS 0.00 0 0.63 I 0.75 3 0.63 0 063 0 063 1 0.00 0 295.28-285.43 A325X A325X A325X A325X A325X A325X A325X • T2 Sleeve DS 0.00 0 0.63 1 0.63 1 0.63 0 0.63 0 0.63 0 0.00 0 285.43-280.51 A325X A325X A325X A325X A325X A325X A325X T3 Sleeve DS 0.50 12 0.63 I 0.63 I 0.63 0 0.63 0 0.63 1 0.00 0 280.51-275.59 A325X A325X A325X A325X A325X A325X A325X T4 Sleeve DS 0.00 0 0.63 I 0.63 1 0.00 0 0.63 0 0.50 0 0.00 0 275.59-270.67 A325X A325X A325X A325X A325X A325X A325X T5 Sleeve DS 0.00 0 0.50 2 0.50 I 0.00 0 0.63 0 0,50 0 0.50 1 270.67-265.75 A325X A325X A325X A325X A325X A325X A325X • h:xTower Job Page 295.3-ft SST,White's Path 10 of 72 Jacobs Engineering Group,Inc. Project Date 5449 Bells Ferry Road BU#881451 WO#1410762 09:13:13 05/31/17 Acworth,GA 30102 I Client Designed by Phone:770-701-2500 Crown Castle scotta FAX:770-701-2501 Tower Leg Leg Diagonal Top Gin Bottom Gin Mid Girt Long Horizontal Short Horizontal Elevation Connection ft Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. in in in in in in in T6 Sleeve DS 0.00 0 0.50 2 0.50 0 0.00 0 0.63 0 0.50 0 0.00 0 265.75-260.83. A325X A325X A325X A325X A325X A325X A325X T7 Sleeve DS 0.00 0 0.63 1 0.63 1 0.50 0 0.63 0 0.50 0 0.00 0 260.83-255.91 A325X A325X A325X A325X A325X A325X A325X T8 Sleeve DS 0.00 0 0.63 I 0.63 0 0.00 0 0.63 0 0.63 I 0.63 1 255.91-246.06 A325X A325X A325X A325X A325X A325X A325X T9 Sleeve DS 0.00 0 0.63 2 0.63 0 0.63 0 0.63 0 0.63 1 0.00 0 246.06-236.22 A325X A325X A325X A325X A325X A325X A325X T10 Sleeve DS 0.00 0 0.63 I 0.63 0 0.63 0 0.63 0 0.63 1 0.63 1 236.22-216.54 A325X A325X A325X A325X A325X A325X A325X TI1 Sleeve DS 0.00 0 0.63 1 0.63 0 0.00 0 0.63 0 0.63 1 0.63 1 216.54-206.69 A325X A325X A325X A325X A325X A325X A325X T12 Sleeve DS 0.00 0 0.63 2 0.63 0 0.63 0 0.63 0 0.63 1 0.00 0 206.69-196.85 A325X A325X A325X A325X A325X A325X A325X TI3 Sleeve DS 0.00 0 0.63 1 0.63 0 0.63 0 0.63 0 0.63 1 0.63 1 196.85-177.17 A325X A325X A325X A325X A325X A325X A325X TI4 Sleeve DS 0.00 0 0.63 2 0.63 0 0.63 0 0.63 0 0.63 2 0.00 0 177.17-167.32 A325X A325X A325X A325X A325X A325X A325X TI5 Sleeve DS 0.00 0 0.63 2 0.63 0 0.63 0 0.63 0 0.63 2 0.00 0 167.32-157.48 A325X A325X A325X A325X A325X A325X A325X T16 Sleeve DS 0.00 0 0.63 2 0.63 0 0.63 0 0.63 0 0.63 2 0.00 0 157.48-137.80 A325X A325X A325X A325X A325X A325X A325X T17 Sleeve DS 0.00 0 0.63 2 0.63 0 0.63 0 0.63 0 0.63 2 0.00 0 137.80-118.11 A325X A325X A325X A325X A325X A325X A325X 118 Sleeve DS 0.00 0 0.75 2 0.75 0 0.75 0 0.63 0 0.75 2 0.00 0 118.11-98.43 A325X A325X A325X A325X A325X A325X A325X T19 Sleeve DS 0.00 0 0.75 2 0.75 0 0.75 0 0.63 0 0.75 2 0.00 0 98.43-78.74 A325X A325X A325X A325X A325X A325X A325X no Sleeve DS 0.00 0 0.75 2 0.75 0 0.75 0 0.63 0 0.75 2 0.00 0 78.74-59.06 A325X A325X A325X A325X A325X A325X A325X T21 Sleeve DS 0.00 0 0.75 2 0.75 0 0.75 0 0.63 0 0.75 2 0.00 0 59.06-39.37 A325X A325X A325X A325X A325X A325X A325X T22 Sleeve DS 0.00 0 0.75 2 0.75 0 0.75 0 0.63 0 0.75 2 0.00 0 39.37-19.69 A325X A325X A325X A325X A325X A325X A325X T23 19.69-0.00 Sleeve DS 0.00 0 0.75 2 0.75 0 0.75 0 0.63 0 0.75 2 0.00 0 A325X A325X A325X A325X A325X A325X A325X Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg ft in (Frac FW) Row in in in plf I"lighting C No Ar(CaAa) 177.00.0.00 -40.00 -0.3 I I 0.00 1.00 2.00 conduit 1"lighting C No Ar(CaAa) 295.00-177.00 -20.00 -0.3 1 1 0.00 1.00 2.00 conduit LDF7-50A(I- C No Ar(CaAa) 177.00-0.00 -40.00 -0.3 I 1 0.50 1.98 0.82 5/8") LDF7-50A(l- C No Ar(CaAa) 295.00-177.00 -20.00 -0.3 I 1 0.50 1.98 0.82 5/8") EW52(ELLIP C No Ar(CaAa) 177.00.0.00 -42.00 -0.3 I 1 050 2.25 0.59 TICAL) EW52(ELLIP C No Ar(CaAa) 292.00-177.00 -21.00 -0.3 I 1 050 2.25 0.59 TICAL) • Job ob Page 295.3-ft SST,White's Path 11 of 72 Jacobs Engineering Group,Inc. Project Date 5449 Bella Ferry Road BU#881451 WO#1410762 09:13:13 05/31/17 Acworth,GA 30102 Client Designed by Phone:770-701-2500 Crown Castle scotta FAX:770-701-2501 Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg ft in (Frac FW) Row in in in plf LDFS-50A(7/ C No Ar(CaAa) 177.00-0.00 -20.00 -0.25 I I 0.50 1.09 0.33 8") LDF5-50A(7/ C No Ar(CaAa) 292.00-177.00 -10.00 -0.25 1 1 0.50 1.09 0.33 8") FS11.50A(1/4" C No Ar(CaAa) 177.00-0.00 -35.00 -0.28 1 1 0.29 0.29 0.04 FSJI-50A(1/4" C No Ar(CaAa) 292.00-177.00 -17.00 -0.28 1 1 0.29 0.29 0.04 LDF6-50A(1- C No Ar(CaAa) 177.00.0.00 -66.00 -0.28 2 2 0.50 155 0.66 1/4") LDF6-50A(1- C No Ar(CaAa) 292.00-177.00 -33.00 -0.28 2 2 0.50 1.55 0.66 1/4") LDF6-50A(1- C No Ar(CaAa) 177.00.0.00 -40.00 -0.27 2 1 0.50 1.55 0.66 1/4") LDF6-50A(1- C No Ar(CaAa) 292.00-177.00 -20.00 -0.27 2 1 0.50 1.55 0.66 1/4') LDF6-50A(I- C No Ar(CaAa) . 177.00-0.00 -40.00 -0.34 2 1 0.50 1.55 0 66 1/4") LDF6-50A(I- C No Ar(CaAa) 292.00-177.00 -20.00 -0.34 2 1 0.50 1.55 0.66 1/4") LDF7-50A(I- C No Ar(CaAa) 177.00-0.00 -25.00 -0.25 12 4 0.00 1.98 0.82 5/8") LDF7-50A(I- C No Ar(CaAa) 285.00-177.00 -12.00 -0.25 12 4 0.00 1.98 0.82 5/8") LDF2-50A(3/ C No Ar(CaAa) 177.00-0.00 -25.00 -0.25 2 2 0.44 0.44 0.08 8") LDF2-50A(3/ C No Ar(CaAa) 285.00.177.00 -12.00 -0.25 2 2 0.44 0.44 0.08 8") LDF6-50A(1- C No Ar(CaAa) 177.00-0.00 -68.00 -0.25 1 1 0.50 155 0.66 1/4") LDF6-50A(I- C No Ar(CaAa) 280.00-177.00 -34.00 -0.25 1 1 0.50 1.55 0.66 1/4") LDF5-50A(7/ C No Ar(CaAa) 177.00-0.00 -30.00 -0.25 1 1 0,50 1.09 0.33 8") LDF5-50A(7/ C No Ar(CaAa) 250.00-177.00 -15.00 -0.25 1 1 0.50 1.09 0.33 8") LDF6-50A(1- C No Ar(CaAa) 177.00.0.00 -66.00 -0.25 I 1 0.50 1.55 0 66 I/4") LDF6-50A(1- C No Ar(CaAa) 250.00-177.00 -33.00 -0.25 1 I 0.50 1.55 0.66 1/4") LDF6-50A(1- C No Ar(CaAa) 177.00.0.00 -56.00 -0.33 2 I 0.50 1.55 0.66 1/4") LDF6-50A(1- C No Ar(CaAa) 250.00-177.00 -28.00 -0.33 2 1 0.50 1.55 0.66 1/4') LDF4-50A(1/ C No Ar(CaAa) 177.00-0.00 -35.00 -0.28 1 1 0.50 0.63 0.15 2") LDF4-50A(1/ C No Ar(CaAa) 209.00-177.00 -17.00 -0.28 1 1 0.50 0.63 0.15 2") LDF6-50A(1- C No Ar(CaAa) 177.00-0.00 -22.00 -0.29 1 1 0.50 135 0.66 1/4") LDF6-50A(1- C No Ar(CaAa) 209.00-177.00 -11.00 -0,29 1 1 0.50 1.55 0.66 I/4") . LDF5-50A(7/ C No Ar(CaAa) 177.00.0.00 -40.00 -0.29 2 2 0.50 1.09 0.33 8") LDF5-50A(7/ C No Ar(CaAa) 203.00-177.00 -20.00 -0.29 2 2 0.50 1.09 0.33 8") LDF6-50A(1- C No Ar(CaAa) 177.00-0.00 -20.00 -0.28 4 4 0.50 155 0.66 1/4") LDF6-50A(1- C No Ar(CaAa) 203.00-177.00 -10.00 -0.28 4 4 0.50 1.55 066 1/4") LDF6-50A(1• C No Ar(CaAa) 177.00.0.00 -50,00 -0.32 3 3 0.50 1.55 0.66 • V y ,...- fir. VISI apwireless "..003“" 400 MISERS PPRIOVAY WESTBOROIIGH,MA 01581 TOWN OF YARMOUTH S0"'30 3300 TO. REVIEWED FOR BUILDING AND ZONING CODE COIdPLi- . \/ 'ee ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE — ADVANCED APPLICANT FROM THE RESPONSIBILITY OF BUILT' ENGINEERING GROUP,P.C. COMP ANCE. `•_. M DATE: D-k0'IS ' """ verlrLOnwireless `G/ I BUILDING OFFICIAL tr M 400 FRIBERG PARKWAY, WESTBOROUGH, MA 01581 W=�• 1 YARMOUTH REPL MA FILE COPY APPROVALS 327 WHITES PATH YARMOUTH, MA 02664 LANDLORD IEASMC R.F. VICINITY MAP LATTICE TOWER ZONING �_ I CONSTRUCTION e f ` ' `"� �,r y PROJECT SUMMARY SHEET INDEX DO NOT SCALE DRAWINGS AEC PROJECT NO: NA J 5 5 5' 1 •—• p''• I P.�. �ie, - a ' SHE. REV. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DRAWN BY: AVM Is �' M•ti } T - � N0. DESCRIPTION NO. DIMENSIONS AND CONDITIONS ON 711E J08 SITE AND SHALL ' ® ,w•''. t / SITE NAME: YARMOUTH REPL MA - - IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE - ......-...2,A,1,44.50.4.•"--` ` T-1 TIRE SHEET 1 IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH CHECKED B/: 5A - , THE WORK OR BE RESPONSIBLE FOR SAME. • r• ['—o _.+• SITE ADDRESS: 327 WHITES PATH • _ v ey ".�,• ` t. ■ YARMOUTH, MA 02664 A-I COMPOUND &ANTENNA PLAN 1 ' SUBMITTALS 0 \ M F9 F q{'¢ PROPERTY ID: MAP: 109 LOT: 93.1 I _. 1 WDM A-2 ELEVATION PUN 1 _ APPROVALS s "r..• - CONSTRUCTION TWE: LATTICE TOWER S-1 DETAILS 1 I 05/II/I7 1011SI0N VICINITY MAP PROPERTY OWNER: FANARA REV TRUST LANDLORD 0 II/I5/I6 CONSIRUCIION REVEM SE-81;NW PO BOX 775 DENNIS, MA 02638 LEASING DIRECTIONS APPLICANT' LESSEE/LICENSEE, CFICTDej ORPOAON �0 VERIZON MASSACHUSETTSWIRELESS R.F. PROJECT OWNER: 400 FRIBERG PARKWAY • HEAD NORTHWEST ON FRIBERG • TURN RICHT ONTO MID CAPE WESTBOROUGH, MA 01581 ZONING HW PKWY TOWARD RESEARCH DR 0.4 NII CONNECTOR 0.3 MI • TURN LEFT ONTO RESEARCH DR • AT EXIT MID CAPE CONNECTOR ENGINEER: ADVANCED ENGINEERING GROUP, P.C. CONSTRUCTION 259 FT TAKE RAMP RIGHT AND FOLLOW 500 NORTH BROADWAY EAST PROVIDENCE. RI 02914 A/E • TURN RIGHT TO MERLE ONTO MA-9 SIGNS FOR US 6 E 19.1 MI PHONE: (401) 354-2403 E/STATE HM•9 E/BOSTON • AT EXIT 8 TAKE RAMP RICHT FOR YARMOUTH REPL WORCESTER TURNPIKE 0.5 MI UMON ST TOWARD YARMOUTH / • DENNIS 0.3 MI CONSTRUCTION: TBD MA • USE THE RIGHT LANE TO MERGE 327 WHITES PATH ONTO 1-495 S VA THE RAMP TO • TURN RIGHT ONTO STATION AVE 0.1 - ,� PROJECT DESCRIPTION YARMOUTH, MA 02664 CAPE COD 0.5 MI MI • MERGE ONTO 1-495 S 59.7 MI • TURN LEFT ONTO WHITES PATH INSTALLATION OF TELECOMMUNICATION ANTENNAS, AND mm PRE • ROAD NAME CHANGES TO RT 25 E 1.3 MI RELATED APPURTENANCES, ON EXISTINGLATTICE TOWER, 10 MI AND INSTALLATION OF TELECOMMUNICATION RADIO EQUIPMENT WITHIN LEASE SPACE. TITLE SHEET • ROAD NAME CHANGES TO RT 26 • 0.6 MI • AT ROUNDABOUT TAKE 3RD EXIT TO RT BA E/SANDWICH RD 3.2 MI SALT Wav T-1 li V/aliwireless LESSEE'S EXIST. ANTENNA 400 FRSERO PMxMAY (TO BE REMOVED) (1113) N(�R330- xTLet 508) -5300 E (4 PER SECTOR, 12 TOTAL) ' (E) DOUBLE WIDE .� ACCESS GATE. (1113) (E) 9442 RRH 2X40-AWS �ADVANCED "�+- . (1) PER SECTOR (3 TOTAL) ENGINEERING GROUP,P.C. Telksassas LESSEE'S PROPOSED (E) METER BANK (E) SECTOR FRTYPE p v.�.d TOWER MOUNTED EQUIPMENT (E) RFS DB SERIES JUNCTION BOX (SEE 3/A-1) (1) PER SECTOR (3 TOTAL) X in BM Fx %H LJ .._ Ix on li � q 1 Li. (B) EQUIPMENT SHELTER :or x°mV.1 (BY OTHERS) - , `•an.. i (E) 295' LATTICE .1 �R' ' Y t14W {/ TOWER (E)CEQUIPMENT ON ONCRETE PAD T' irk .il APPROVALS (BY OTHERS) x °� ,2.1..... =_ (BY OTHERS)M SHELTER LANDLORD ' _ WPC(DORM R.F.lEA.NG © EXISTING ANTENNA PLAN ZONING 4. ri ® 1. CONSTRUCTION o D' r c 6' Iz• WE x `��� ME M (E) DOUBLE WIDE 0 J CONCRETE�PAD ON ACCESS GATE, (TOP) LESSEE'SNA,PROP. SBNHH-11345E1 (2 PER SECTOR8 TOTAL) AEG PROJECT NO: NA PROP. LESSEE'S HYBRID CABLES (TOTAL OF 2) TO LESSEE'S PROP. SBNHH-10458 ,TO REPLACE EXIST. ANTENNAS FOLLOW EXIST. CABLE ROUTE FROM EXIST. EQUIP. ANTENNA, NP. DRAWN BY: JWH ROOM TO PROP. EQUIPMENT AND ANTENNAS (2 PER SECTOR. 8 TOTAL) N TO REPLACE EXIST. ANTENNAS 'I il (E)VERIZON EQUIPMENT CHECKED BY: SA 0 SHELTER ° ° ° ° (�'OLLARO a; HAS (E) 9442 RRH 2X40-AWS 1^-1 LESSEE'S PROP. SECOND TIE BACK (2' °W' TO BE REPLACED WITH 813 RRH SUBMITTALS ° ) u STD. A53 GR. B TIE BACK OR URGER) ��l`Y• _ 4z30-4R RRH (TOTAL OF 4) x (TW. OF 3) (E) PROPANE TANK SECTOR 0 \ LESSEE'S PROP. SECTOR FRAME, (BY OTHERS) (TW) ,, It;s-. VALMONT PART KAI LESSEES PROP. SECOND TIE BACK (2° t11IIIW � `b`- (TR AP OF 1) EQUAL) I 05 H I7 REN Lz x x x % x x STD, A53GR. BTIE &1CKORLARGER) (TOTAL OF 1) / /(TYP. OF 3) SECTOR Do 11/15/16 W16TMJ TON 13'PN (F) B25 RRH 4x30-4R REMOTE RADIO(BY OTHERS) (TOTAL OF 4) hS 0 COMPOUND PLAN SECTOR clifipp, % %N°R e IV scut 1'd a— 1,),k--Hiiii----Aiii—Si 0 ANTENNA NOTE: LESSEES PROP. `I LCX-651505-AIM ANTENNA. TW. r` BEVU6NNAFIEDW WITH CURRENT SHEET (1 PER SECTOR, 3 TOTAL) f1� a , (F) (866A RRH 4x45) RRH (BY OTHERS) YARMOUTH REPL TO REPLACE EXIST. ANTENNAS b+I • co (1 PER SECTOR, 4 TOTAL) MA LESSEE'S PROP. SECOND TIE BACK (2' 327 WHITES PATH STD.A53 GR B TIE BACK OR URGER) YARMOUTH, MA 02664 (2) RET AISG CABLES TO BE RUN FROM THE EXIST. (TYP. OF 3) 700 RRH MD AWS RRH TO PROP. 700 AND AWS s,03 ma ANTENNAS AT EACH SECTOR (SEE/VERIFY CURRENTCDMPDUND & RFDS FOR REQUIRED ANTENNAS MO CABLES) • (E) 295' LATOCE ANTENNA PLAN WPM Nam TOWER STRUCTURAL HOE: STRUCTURAL NOTE ED 0 PROPOSED ANTENNA PLAN AN ANALYSIS FOR NE CAPACITY OF THE EXISTING ® co. I A sun www STRUCTURE TO SUPPORT THE PROPOSED EQUIPMENT SHALL EQUIPMENT NSTALLAMMIAND SECTOR BE CONDUCTED PRIOR TO CONSTRUCTION (BY OTHERS.) AEG '. FRAM FIACCORDANCEW TH TMSEHALLS BE IN 0' 2' 4' 6' 12' HAS NOT CONDUCTED A STRUCNRC ANALYSIS. A-1 ACCORDS REPORT T E ST STRUCTURAL . ._... .. .. ..:.... 00MPONENTS,LLC DATED MAY.82017 VHwlreless 403 FRIBERO PARIOVAY NESIBJRWGH, W 01511 (SDE)SW-3300 TEL (E) RFS OB SERIES JUNCTION BOX (E) 9442 RRH 2X40-AWS (E) 9442 RRH 2X40-AWS (1) PER SECTOR (3 TOTAL) TO BE REPLACED WITH (F) 813 RRH TO BE REPLACED WITH (F) B13 RRH 4x30-4R RRH (BY OTHERS) (TOTAL OF 4) TOP OF LATTICE TOWER ELEV. • 295'3 ARE. • EXIST. ANTENNAS 4x30-4R RRH (BY OTHERS) (TOTAL OF 1) ADVANCED L,.`..„. (BY OTHERS) (� B25 RRH 4x30-4R REMOTE RADIO ENGINEERING GROUP,P.C. (� (866A RRH 4x45) RRH (BY OTHERS) as+A"�t^yam hNr �l�l (BY OTHERS) (TOTAL OF 4) (1)PER SECfOR,4445i RARH (BY OTHERS) *+®•� Fu (1 PER SECTOR, 4 TOTAL) ( ) Aa3::x LI LESSEE'S PROP. LESSEE'S PROP. SBNHH-1D45B rl LNX-6515DS-A1M ANTENNA TYP. (1 PER SECTOR, 3 TOTAL) J4NLT�", ANTENNA TAL. TO REPLACE E%ISP. ANTENNAS _.,\.: ►� (2 PER SECTOR, B TOTAL) -- /' TO REPLACE EXIST. ANTENNAS / 7 AiAIYAIYP ,,'' �_7 \fl F_ __ +.I_ I I I I I qgL. I pp I I 1✓7 T ','. ' i i 11 d III dl d 4-11 EXIST. ANTENNAS (BYOTHERS) JI I I _ . II 1 I �' I I II• ILI ILESSEE'S PROP. ANTENNA TYP. / i EXIST, AMENwYS II (3 PER SECTOR, 12 TOTAL) All (BY OTHERS) � I � I I II I LI IL. LANDLORD [Mali EXIST. ANTENNAS (BY LEASING q/�I/Irnil n IWI ^ ZONING CL OF PROP. & EXIST.ANTENNAS E . a 156'3 A.C.L. �'-rr� A F 11,1.1.11.; •j�•�•I` EXIST. 295' LATTICE CONSTRUCTION . _, i TOWER WE =.�R EXIST. LESSEE'S ANTENNAS (4 PER SECTOR, 12 TOTAL, ,)1 ENLARGED ANTENNA VIEW© PROP. LESSEE'S HYBRID CABLES (TOTAL OF 2) TO ® FOLLOW EXIST. CABLE ROUTE FROM EXIST. EQUIP. SURGE SUPPRESSORS (1 PER SECTOR. 3 TOTAL)AND ['/ SHELTER TO PROP. EQUIPMENT MID ANTENNAS REMOTE RADIO HEADS (3 PER SECTOR, 9 TOTAL) (EXIST. al AEG PROJECT NO: NA ANTENNAS AND (3)AWS REMOTE RADIO HEADS TO BE ,Y REPLACED, ANO (3) ADDITIONAL RADIO HEAD TO BE ADDED © ANTENNA ENLARGED VIEW DRAWN BY: JWH 3 TO NEW SECTOR) �.,• ® SCALE: I,41-0' a.; No CHECKED BY: SA IL A EXIST. 295' LATTICE SUBMITTALS .....k. OWER GENERAL NOTES: PROP. LESSEE'S HYBRID CABLES (TOTAL OF 2)TO s,...-42,01- ,' I. VERIFY COM CONFIGURATION, ANTENNA CONFIGURATION, MID ANTENNA HOGHT WITH LATEST RF DATA SHEET PRIOR TO INSTALLATION. FOLLOW EXIST. CABLE ROUTE FROM EXIST. EQUIP. _I— 2. THE CONTRACTOR SHALL SCHEDULE MID SEQUENCE ALL REQUIRED WORK WITH THE OWNER'S REPRESENTATNE MID CONSTRUCTION MANAGER. SHELTER TO PROP. EQUIPMENT MID ANTENNAS - 3. REPNR ANY MACE DURING CONSTRUCTION TO MATCH EXISTING PRE-CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE I 05/II/IT M.TISGII ' pi CONSTRUCTION MANAGER. B 11/IS/IB CONbTMXTMN IENFV � 4. THE CONTRACTOR SHALL SUPERVISE MID DIRECT THE PROJECT DESCRIBED HERON.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 'Fp CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR THE WORK. 5. ANTENNAS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS & STRUCTURAL ANALYSIS INCLUDING ANTENNA MOUNTS AND SECTOR _. FRAMES AS APPLMABLE. /I,_ 6. REPLACE AND/OR REUSE (E) MOUNTING HARDWARE, INSPECT FOR DAMAGE,AND REPLACE AS NECESSARY TO THE SATISFACTION OF THE R CONSTRUCTION MANAGER. ��_O� 7. EQUIPMENT LOCATIONS AND CONDITIONS TO BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. ENGINEER SHALL BE NOTIFIED ` , OF MIT DISCREPANCIES OR BE RESPONSIBLE FOR THE SAME. YARMOUTH REP(. GROUND ELEV. • 0'-0' A G L T�■�sk■....WS B. NORTH SHOWN IS APPROXIMATE. NOT ALL (E) OR (P) IMPROVEMENTS REQUIRED MAY BE SHOWN FOR CLARITY. MA 9. MATCH EXISTING ANTENNA TIP ELEVATIONS AS ZONING OR APPROVALS DICTATE. 327 WHITES PATH YARMOUTH, MA 02664 Sxm mu ELEVATIONS & DETAILS 0 ELEVATION STRUCTURAL NO E AMIENNANO1E: AN ANALYSIS FOR THE CAPACITY OF THE EXISTING ® SCWE:I'=20' STRUCTURE TO SUPPORT THE PROPOSED EQUIPMENT SHALL ANTENNA SCHEDULE I %E AZIMUTHS MUST BE CONDUCTED PRIOR TO CONSTRUCTION (BY OTHERS.) AEG `, SKET i 0' 10' 20' 40' 60' BEVERIFED WITH CURRENT REDS SHEET HAS NOT CONDUCTED A STRUCTURAL ANALYSIS. 4 A-2 c r EXIST. 2-3/8.O.D. (F) ADI B66A 1.45 REMOTE LESSEE'S PROP. SRF-ARM KR ` / RADIO HEAD (BY OTHERS) VALMONT PART /$M-U, \`✓// GALV. STEEL PIPE SOLAR SHIELD TYP (1 PER SECTOR 4 TOTAL) (OR APPROVED EQUAL) SECURE PIPE MOUNTING BRACKETS W/3/811 GALV. GRADE 5 BOLTS WVI wireless EXIST. TOWER LEC .- (E) STEEL MOUNT PIPE (TYP.) /CO MUM PAAKWAY ' iii IN! RIFY REOD SIZE W CURRENT STRUCTURAL ANALYSIS WESL&IBOUGH MA BIBBI (�'- / ) (SOB)110-b0 TEL rii—CLU • Tien ll E (7YPFTST. E PER MANUFERS -_1 � SPECIFiGTISEETENUFACSP '1 _, REDS FORRED -SLATESTRFOR REQUIRED1( To PIPE MOUMINC BRACKET (1YP. OF2)MOUNTING BRACKET SUPPLIED .a W. - REMOTE RADIO HEAD SID BY MANUFACTURER �~ ) "uta (AWS B1J RRH4%30) � \ a h -I.I ® 700 RRH MOUNTING DETAIL �W iSY. I SCALE: N.TS_ (ESTEELMOUNTPIPETYP.;■�� SOUR SHIELD (VERIFYREO'DSIZEW/CURRENT..• _.. s ERIFY RAL OSIZEmuss) APPROVALS N. tH. W/3/8T0 I • SECURE PIPE MOUNTING BRACKETS EXIST. MOUNTING y` I I SECURE GALV. GRADE 3 BOLTS LANDLORD BRACKET FOR EXIST. LESSEE'S PROP, SECTOR FRAME, n r n / q SECTOR FRAME VALMONT PART /VFAI)-U• i I 1 LEASING (OR APPROVED EQUAL) :1-1: II ® II R.F. SBNHH-1D45B p SECTOR BETA ANTENNA MOUNT DETAIL I I� ZONINGI� ❑O O ICONSTRUCTIONp ANTENNA MOUNT TYP. ® 6G1E:, -, TOP ® 3(`AIP 1'-1'-0• ni CY dR0000IEooQctWE RRH B66A 4.45 REMOTE Pm - RADIO HEA() (BY OTHERS) 1-8, (1 PER SECTOR 4 TOTAL) AEC PROJECT NO: NA EXIST. 2-3/8. O.D. PIPE MOUNTING BRACKET (TYP. OF 2) BY: PRI GALV. STEEL PIPE �l r aan REMOTE RADIO HEAD j MOUNTING BRACKET SUPPLIED DRAWN TYP. E' FRONT (PCS B25 RRN4X30)SIDE MANUFACTURER CHECKED BY: SA d EXIST. TOWER LEG I PCS RRH MOUNTING DETAIL SUBMirT is I __ _ SCALE: NTS (E) STEEL MOUNT PIPE TP. t• (VERIFY REVD SIZE W/CURREM �.� STRUCTURAL ANALYSIS) SOUR SHIELD - -- �._ 7,S•} I 04/11/17 REM9011 « ; .. PIPE MOUNTING BRACKET L• II 0 11/16/t6 C016TM1CIpM IRNEY ■II PROP. ANTENNA(TYP. OF 8) SHOWN TYP. ONLY. MOUNTED TO EXIST. PIPE (PROVIDE BRACKET PER PER MANUFACTURERSSPECIFICAMANUFACTURER'S REQS) PROP.ANTENNA(11P. OF 3) REDS FOR REQIONS UIRED SEE LATEST e e e ....;7 e -- MOUNTED TO EXIST. PIPE :.■I EWIPMEM/ANTENNAS) e e - - o I`III'I PER MANUFACTURER -I - e e e -- SPECIFICATIONS (SEE LATEST o 0 0 0 - - RPDS FOR REQUIRED - - -- EQUIPMENT/ANTENNAS) EamPMERr/AN ERNas) _ « e p ===o e e TOP —iFri o 0 ■4 e e :� = e YARMOUTH REAL 04 _.ttl _ — - —— MA e T'r E 0000 1z•} ■ i •_•, e e ATH YARMOUTH327 •-IIMAPO 664 • 1 PIPE MOUNTING BRACKET SHOWN TYP. ONLY, arm - ..-A.:-F1 - EXIST. MOUNTING BRACKET FOR EXIST. EXISTING SECTOR FRAME REMOTE RADIO HEAD (PROVIDE BRACKET PER MANUFACTURER'S RED'S) DETAILS SECTOR FRAME (1Y14) FRONT (066A RRH 4X45) SID Sc I1S LNX-6515DS—A1 M p SECTOR DELTA ANTENNA MOUNT DETAIL ® AWS RRH MOUNTING DETAIL a ANTENNA MOUNT TYP. ® SCALE: 1•-1'-O SCALE: N.T.S S ® scut: 1•-1'-0• —1