The URL can be used to link to this page

Home My WebLink About15-16737 � CITY OF ZEPHYRHILLS 5335-iBTH STREET � �si��so-oozo � 167 BUILDING PERMIT PERMIT INFORMATION � LOCATION INFORMATION Perm�t Number: 16737 Address: 38522 A AVE � Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: _ Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 14-26-21-0010-01700-0060 Improv. Cost: 20,000.00 O.WNER INFORMATION Date Issued: 11/10/2015 Name: CROWN CASTLE GT COMPANY LLC Total Fees: 262.50 Address: 4017 WASHINGTON RD Amount Paid: 262:50 MC MURRAY PA 15317-2520 Date Paid: 11/10/2015 Phone: (813)342-3853 Work Desc: T-MOBILE ADD 3 ANTENNAS-3 RADIO UNITS CONTRACTOR S APPLICATION FEES NE -TECH CON TR CTIO ORP BUILD N FEE 202.50 ELECTRI AL FEE 60.00 NEW-TECH CONSTRUCTION CORP � �--` 2.-- � � � �� Ins ections Re uired FOOTER 2 D R UGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. II CON CTOR SIGNA RE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER , �\ 816298_A2G0757A I IIIII�IIIII IIIII IIIfI IIIII IIIII IIIII IIIII fll�l IlIII IIII IIII DSpt01006742 ITeCO.00.00 2015181390 il/10/2015 E. M. , Dpt,y Clerk Permit No. Parcei ID No 14-26-21-0010-01700-0060 � NOTICE OF COMMENCEMENT State of Florida County of Pasco THE UNDERSIGNED hereby gives notice that improvemenl will be made lo ceRain real property,and in accordance with Chapter 713,Flarida Statutes, the(ollowing infortnaUon is provided in this Notice of Commencement: t. Desc�p6on oi Property: Parcel IdenC�fcation No,14-26-21-0010-01700-0060 Moores First Addition To City Of 2ephyrhill5 PB 1 Pg 57 SueetAddress: 38522 AAve.,2enhvrhills,FL 33542 Lots 6,7,&8lnclusive Block 17 OR 4639 PG 280 2. General Description oi Improvement T-Mobile to add antennas and RRUs to existing tower 3. Owner Infortnation or Lessee infortnatfon if lhe Lessee wntracted tor the improvement: Crown Castle GT Company LLC for T-Mobile Name 4017 Washington Road,PMB 353 McMurrev pA Address City State Inlerest in Property: Towe�Owner Name of Fee Simple Tillehalder: (If differenl from Owner listed above) Address City State Contractor: New-Tech Construction Coro. 1579 Barber Rd Sarasota,FL 34240 Address City State Contractars Telephone No,: "' 5. Surely: N/A Name Address City State Amount of Bond: Y Telephone No. 6. Lender• N/A Name Address Ciry Slale Lendefs Telephone No.. 7 Persons within the State of Florida designated by the owner upon whom nolices or olher documents may be served as provided by NfAon 713.13(1)(a)(7),Florida Statutes: Name Address City State Telephone Number of Designated Person: 8. In additian to himself,the owner designates N�A of— to receive a copy of lhe Lienors Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Ovmer. 9. E�iration date of Notice of Commencement(the expiration dale may not be before the completion of cansWction and final payment to the cantractor,but wiil be one year from lhe date of recording unless a diHerent date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING T1MCE FOR IMPROVEMENTS TO YOUR PRpPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COPAMENCEMENT Under penalry of perjury,I dedare Ihat I have read the foregofng nolice of commencement and that the fads stated therein ere We to fhe best of my knowledge and belief. , STATE OF FLORIDA � couNrr oF�r,seo H�i�sboro�gn Signature of Owner or Lessee,or Owners or Lessee's Authorized OKceADirector/P artn er/Manag er P�r Ject Manager Signatorys Tille/0ffice The foregoing insWment was acknowledged before me this�day of D Cif,2015,by�V�n �� „S Projett Manager (type of authoriry,e.g.,of(icer,Wstee,attomey in fad)for Crown Castle (name o�ehaH of whom inst me was executed). Personally Known�9R Produced Idenlificallon� Notary Signature Type of IdentificaUon Praduced Name(Prinl) Terri Anello PqULR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER :;io��'�a<.�,_ TERRI ANELLO 11/10/2015 12:17 m 1 of 1 • MY COMMISSION#FF188523 OR .BK 92$� P� 3143 ��d°'�. EXPIRES January 11,2019 •�OR F�,. , �.tp��398�ot59 FlorfdallotaryService.com wpdata/bcs/nolicecommencement�c053048 - i �� STATE OF FLORIDA, COUNTY OF PASCO $'� � . , � '��G THIS IS TG CERTIFY THAT THE FOREGOING IS A � ' �A . TRUE AND CORRECT COPY OF THE DOCUMENT , Y ON FILE OR OF PUBLIC RECORD IN THIS OFFICE � rnGoative r,,,�r • � WITNESSMYHANDAN OFFICI LSEALTHIS � � o•••: " �- DAY OF 2�� O � . PA S.O'NEIL, CL K& O PTROLLER � a�8� � � BY EPUTY CLERK ��,�P � - �� s�saeaoozo City of Zephyrhills Permit Application Fax-813-780-0021 � �1 816 2 9 8 A2 G0 7 5 7A �) Building DepaAment — �14i Date Received ✓ � P hone Contact for Pertnittin g 813 3a2 _3852 T-Mobile by Crown Castle GT Company LLC 813-342-3852 Owners Name Owner Phone Number 4017 WASHINGTON RD PMB 353, Owners Address MC MURRAY PA is3i�-zs2o Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Tideholder Address JOBADDRESS 38522 A Ave., Zephyrhills, FL 33542 LOT# 6, 7, & 8 14-26-21-0010-01700-0060 SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERN TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q T-Mobile to add add 3 antennae, 3 Remote Radio Units (RRU's) and hybrid fiber cablea DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE� HEIGHT � TTrTI"ITTI"ITI'TTRT'TrTI"ITITrTr'1"I�fTITi�T TP'1'T' QBUILDING $ Zo,000 VALUATIONOFTOTALCONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ ^ �� I�l�S � OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � 2j �� QGAS Q ROOFING Q SPECIALTY Q OTHER � NO� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO . �.`�� ..ri.��:-r..-.�...rF-:�:.-rr-.�..-rr-.� .-.-.--r�.� (L,•--•--•- `�.� 1•�\•New-Tech Construction Corp. BUI LDE R (��NPAWI'�l. SIGNATURE REGISTERED Y/ N FEE CURREA Y/N Address 1579 earber Rd, Sarasota, FL 34240 �� License# SCC131151517 / ELECTRICIAN �� /� CO qNY� New-'rech Construction Corp. SIGNATURE / REGISTERED Y/ N FEE CURREA Y/N Address �� r`��►C(�"� �i�G+SD�(�.�FL��Yv License# Ec000i5a9 PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Pertnit for new consWction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Slormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster,Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Pertnit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Pertnit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for atl NEW construction. a-1.-1-1-1-.{=.....-r..-rl.-1-�1-�C.-...r..-r..-..-r.--rl--4�1-��:�.-.-.-1-.1--f-' .�.r.�-.�-•-•�-•-•--•--•- Directions: Fill out application completely Owner 8 ConVactor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) •' Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) , Driveways-Not over Counter if on public roadways..needs ROW � �'� NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- , 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the °Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owne�',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDAJUR,4T(F.S.1�17/�3) � OWNER OR AGENT ("[ � CONTRACTOR �}� Subs 'be and sworr�to(or affirtned)before�e this Sub�cribed and sworn o r affir ) f re me is JQ�'�/ao`� � � by �CJ�!1 $ L ��l'� by h e o is/are personallv known to me or has/have produced Who is/are personally known[o me or has/h e produced as identification. as identifica6on. `J Jl�i.r U��LY� 4��1�{ Notary Public " +`-rti(!�� Notary Public Commission No.�p��o Comm ian ai p Name , e o s m e o�� Notary Public State of Fbrida ,�par n�e Notary Public State of Florida z ; Danielle L Doane ?° �; Angela Blase tQ� My Commission EE 165356 �' Q � d" E ires 02101/2016 '7�� Q My Commission FF 068043 °�� xP ?oF F�o Expires 11/03/2017 CITY OF ZEPHYRHILLS, FLORIDA 5335 8TH STREET CERTIFICATE OF COMPLETION NAME: New-Tech Construction DATE: December 7 ,2015 ADDRESS 38522 A AVE PARCEL I.D. 14-26-21-0010-01700-0060 SUBDIVISION : CITY OF ZEPHYRHILLS TYPE OF BUILDING : T-MOBILE ADD 3 ANTENNAS - 3 RADIO UNITS PERMIT'(s) 16737 REMARKS : FINAL DATE: December 02 ,2015 BILL BURGESS BUILDING OFFICIAL/ JEB Pasco County Property Appraiser � t:��` .�. + i - �P� ': S �r+__.y ii' � ,S J`h: :r-6 t.I I•�,ti 11 � — ! • � f# + �t ��:'��:� T `- - ...� ly�' ��';.�a ,��'� �•' , .� �. _ ; , -�r h�,�:t�''�.f a'` �. -- e� y' 'w�{bl� � { `� ' !.'i' '.a �r'=� �_---�----` �=ffl��Y" '_ . ' �= . , - :�,� Search Again MaQ Generalized Building Schematic Estimate Taxes Frequentiv '��=;:,_ -��;�.,'-_ � '�a�� Asked Questions !,-��,u.y'� ' ��i.=- --'.}':,;�,= -��!j".� �^�4��'��°�" ;;�� - �-�-µ.�: Notice of Pro osed Taxes 01 `;,�:'r:.;°:�''...:=��x��--�---`'�s. P 2 �'� Other Agency Data: Tax Collector School Board S��ervisor of Elections ;�.: x�..,;'-.,_�,,,__ ,, . - ��±��C��-�'` � : �-`''�� Data Current as Of: Weekly Archive - Saturday, October 26, 2013 __ _��w�::.�_.,..� _____ _ _ Parcel ID 14-26-21-0010-01700-0060 (Card: 001 of 001) _ __�.,.-:-�.�„�-,s_.�-.s--_. �----- ��;��`��ys`��h;�� Classi�cation 91 - Utilities ` �'�'�`' �� """�" - Mailing�Address Property Value �-�-_Y-,�;� ,��...-;-��--_. � � CROWN CASTLE GT COMPANY Ag Land �p ��L��,Sy:�'.�,�� LLC Land 55 482 4017 WASHINGTON RD PMB � � •. -�--,�.�_� �,�,-.�.r�,., 353 Building $31,303 �'�X+E' t1S� �• .__.._ MC MURRAY PA 15317-2520 Extra Features 720 `�,'.�'�::�`�p�°'-��:._�. w._._.,.�_, `� � Physical Address �''� 38522 A AVE F3*��- �� "tTc�r�: ��i'-;;: ' �a g; ZEPHYRHILLS FL 33542 Just Value � �;.;��'�� $87,505 -a�_ 'a-_—'. �e al Descri t6 n First 4 AssesSed (Non-School Amendment 1 9 �E O( ) $87,505 L."� ��`-�,`'"� `- ='� Lines) ��`x��'�� MOORES FIRST ADDITION TO �.,- �r�..�, CITY Taxable Value $87,505 �, , {�, OF ZEPHYRHILLS PB 1 PG 57 ._ y��,�,.,:,`F a� LOTS 6 7 &8 INCLUSIVE BLOCK 17 `��,�•"��-"` " � OR 4639 PG 280 ` '�:�a',a1�`.'n;" -, . - ---- ]urisdiction �^-_� - - -- -- C� of Ze�hyrhills Gr Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value �� 1 9100 UTILITY OOC3 12,000.00 � $3.46 1.00 $41,520 j� 2 9100 UTILITY OOC3 7,800.00 .�.E $1.79 1.00 $13,962 Additional Land Information Acres 0.45 Ar a �� Code � �omm�rcial Cade M3013AT �uilding Information - Use 94 - Telephone Exchange Buildings (Card: 001 of 001) Year Built 1971 Stories 1.0 Exterior Wall 1 Common Brick Exterior Wall 2 None Roof Structure Rigid Frame w/Bar Joist Roof Cover Built-Up Tar and Gravel Interior Wall 1 Masonry or Minimum Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 None Fuel Electric Heat Forced Air - Ducted A/C Central Baths 1.0 Line Description Sq. Feet Repl. Cost New 1 �� 1,353 $81,816 Extra Features (Card: 001 of 001) Line Description Year Units Value 1 CLFENCE 1966 1,920 $720 Sales Historv Previous Owner: GTE MOBILNET OF TAMPA INC DOR \aiser.pascogov.com/[10/30/2013 10;08:05 AM] Pasco County Property Appraiser Month/Year Book/Page Type Code Condition Amount 01/2001 4639 / 0280 �,r Warranty Improved $149,400 Deed 08/1996 _�7 / 0915 �a Warranty Improved $277,600 Deed Search Again Mao GPneralized Buildin�Schematic Estimate Taxes Freauentiv Asked Questions Notice of Proposed Taxes 2013 f� Other Agency Data: Tax Collector School Board Supervisor of Elections Pasco County Property Appraiser Page Layout Modified: 8/15/2013 9:11:07 AM The Local Time Is: 10/30/2013 10:06:37 AM http://appraiser.pascogov.com/[10/30/2013 10:08:05 AM] . � ' - 1871 BUN: 816298 Doc Type: B � ' -., Site ID: ZEPHYRHILLS , '- � GTE Wireless of the South Inc.(226) FL.0651 ..• � I ' GLOBAL CONTRIBUTI4N, BILL OF SALE, ASSIGNA'iENT AND ASSUAZPTION GLOBAL CONTRIBUTION, BILL OF SALE, ASSIGNMENT AND ASSUMPTTON, dated as of January 31, 2000 between GTE WIItELESS OF THE SOUTH INCORPORATED, a Virginia corporation ("Transferring Entiri")with its principal offices at One GTE Place, Alpharetta, GA 30Q04, and CROWN CASTLE GT COMPANY LLC, a Delaware limited liability company (the"Companv"), with its principal offices at do Crown Castle Intemational Corp., S]0 Bering, Suite 500, Houston, Texas 77057, with a Tax ID No. 76-0627250. . WITNESSETH: WAEREAS, GTE Wireless Incorporated, a Delaware corporation("GTE"),the Transferring Partnerships, the Transferring Corporations, Crown Castle International Corp., a Delaware corporation and Crown Castle GT, Corp., a Delaware corporation, entered into a Formation Agreement(the"Formation Agreement")dated as ofNovember 7, 1999, as the same may have been heretofore amended (the "A�reement"), relating to, among other things, the formation of Crown Castle GT Company, Crown Castle GT Holding Sub, LLC and Crown Castle GT Holding Company LLC; WHEREAS, pursuant to the Agreetnent, GTE and the Transferring Entities, encluding the , Transferring Entity named herein, agreed to grant, contribute, convey, assign, transfer and deliver to the Company and the Company agreed to accept and acquire the Thrasher Contributed Assets and �� to assume the Thrasher Assumed Liabilities, all as more fulty described in the Agreement(capitalized terms which are used but not defined in this Global Contribution, Bil! of Sale, Assignment and Assumption shall have the meaning ascribed to such terms in the Agreement); and WHEREAS, this Global Contribution, Bill of Sale, Assignment and Assumption("Global Assi�nment") is executed in connection with the Initial Closing under the Agreement; NOW,THEREFORE, in consideration of Ten Dollars($10.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, and intending to be legaliy bound, the parties hereto agree as follows: 1. The Transferring Entiry hereby grants, contrihutes, conveys, assigns, transfers and ', delivers to the Company all right, title and interest of the Transferring Entity in and to all of the Thrasher Contributed Assets relating to the Tower Sites identified on Exhibit A, attached hereto and incorporated herein for all purposes(the "Subject Sites"), free and clear of all Encumbrances(other than PermitEed Encumbrances), as the same exist on the date hereof as set forth and to the extent provided in the Agreement. 2. Notwithstanding anything herein to the contrary, the Thrasher Exc[uded Assets relating to the Subject Sites are specifically excluded from such'Fhrasher Contributed Assets and shatt Global Contribution,Dill of Salc,Assignmcnt&Assumption ATLAI/10663349v1 GTG�Yi�cicss aPthe Sauth Incorporatcd aa� � . �' < , .. •� .� be retained by the Transferring Entity at and following the execution and delivery of this instrument and the consummation of the Initial Closing. 3. Notwithstanding anything herein to the contrary, the Thrasher Retained Liabilities relating to the Subject Sites are specifically excluded from the Thrasher Assumed Liabilities relating to the Subject Sites and shall be retained by the Transferring Entity{and GTE) at and following the execution and delivery of this instrument and the consummation of the Initial Closing. 4. The Transferring Entity, from time to time after the date hereof, at the Company's request, will execute, acknowIedge and deliver to the Company such other instruments of conveyance, assignment and transfer and will take such other actions and execute and deliver such � other documents, certifications and fuRher assurances as the Company may reasonably require in � ordec to vest more effectively in the Company, or to put the Company more fully in possession of, any of the Thrasher Contributed Assets relating to the Subject Sites, or#o better enable the Company #o complete, perform or discharge any of the Thrasher Assumed Liabilities relating to the Subject Sites. 5. The Company hereby (a) accepts and acquires the Thrasher Contributed Assets relating to the Subject Sites from the Transferring Entity and (b) agrees to undertake, assume, perform, pay, satisfy and discharge, a.nd on the terms set forth in Article 10 of the Agreement hold the Transferring Entity harmless from, the Thrasher Assumed Liabilities relating to the Subject Sites, . as set forth and to the extent proved in the Agreement. 6. Nothing in this instrument, expressed or implied, is intended or shall be construed to , confer upon or give to any person or entity, other than the Transfecrin$Entity and the Company and • their respecrive successors and assigis, any remedy or ctaim under or by reason of this instrument or any term, covenant or condition hereof, and all of the terms, covenants, conditions, promises and agreements contained in this instrament shall be for the sole and exclusive benefit of the Transfeiring Entity and the Company and their respective successors and assigns. 7. Neither the malcing nor the acceptance of this instrument or any other instruments of conveyance, assignment and transfer executed and delivered by Ehe Transferring Entity and the Company in connection with the transactions contempiated by the Agreement shall (i) constitute a waiver or release by any party of any liabilities, duties or obligations imposed upon a party by the terms, conditions and provisions of the �ormation Agreement, including, without limitation, the representations and warranties and other provisions which the Formation Agreement provides shall survive the date hereof as limited by the survival periods stated therein or(ii)enlarge, extend, restrict, ' limit or otherwise modify the terms, conditions and provisions of the Formation Agreement, includin withont limitation the eriod of survival of the re resentations and warranties rovided , g, , P P P for therein. 8. This instrument is being executed by the Transfemng Entity and the Company and shall be binding upon the Transfemng Entity and the Company,and their respective successors and assigns, for the uses and purposes above set forth and referred to, and shall be effective as of the date hereof. -2 - Global Contribution,Bill otSale,Assignmrnt and Assumptioa ATL01l10663349v1 GTE VVircless of�he South Incorporatcd � ,. � .. 9. This instrument shall be governed by and enforced in accordance with the laws of the State of Delaware without reference to its choice of Iaw rules_ � 10. This instrument may be executed in two or more counterparts, each of which is an original, and all of which together shall he deemed to be one and the same instrument. [Signatures on following pages] I - 3 - GIobal Centn'butioa,IIill of Sale,Assignmrnt end A.�sumption ATL01/10663349v1 G7E Wireless ofthc South Incorporatcd 1 . , � •. .. IN WITNESS WHEREOF, the Transferring Entity and the Company have caused this Global Contribution, Bill of Sale, Assignment and Assumption to be duly executed on the date first above written. GTE WIRELESS OF THE SOUTH 1NCORPORATED, a Virginia corporation By: �.�il�2��1 Name: ' Title: Jo� A.Rath Vice President-Fi�anco an anrn g r Attest: Name: Title: " (Corporate Seal) -4- Global Contributian,BiEI of Sale,Ascignmrni and Atsumption ATL01II0663349v1 GTE W irelcss of lhc Soulh Incorporatcd 5 , Signature Page for Global Contribution,Bill of Sale, Assignment and Assumption CROWN CASTI,E GT COMPANY LLC,a Delaware limited liability company ��►� � � / B , �� y. _ _ Name: Title: W W�� tce � -5 - Glo6al Contribulioq 8i11 af Sale,Assi�uncnt end Assumption ATI,01l30663349v1 GTE��'irdess of thc South Incorporated � •, .. Exhibit A to Global ConiribuFion, Bill of Sale,Assignment and Assumption Exhibit A (GTE Wireless of the South Incorporated) Market Name Licensee Nama Scructure Name Site ID GTE Wireless of the Souih � MOBILE,AL MSA Incorporated BAY MINETTE(REV 09/981 ALOUQ2 GTE Wireless ot the South MOBILE,AL MSA Incorporated LOXLEY AL0003 GTE Wirefess ot the South MOBILE,AL MSA Incorporated IRVINGTON AL0004 GTE Wiraless of the 5auth MOBILE,AL MSA Incorpareted SPICE POND ROAD AL0005 G7'E Wireless of the Sauth M06{LE,AL MSA Incorporated GULF SHORES(REVISED) AL0006 GTE Wireless of the South I M081LE,AL MSA lncorporated SCOT7S QAIRY AL0007 . GTE Wireless a(the South MOBILE,Al.MSA Incorporeted SEMlNOLE AL0008 GTE Wireless of the South MOBILE,AL MSA Incorporated AZALEA AL0009 GTE Wireless ol the South M081LE,AL MSA lncorporatad CREOLA AL0035 GTE Wireless of tha South MQBILE,AL MSA Incorporated FAIRHOPE AL0043 GTE Wireless o(the South MOBILE,Al MSA Incorporated GRAND 8AY AL0044 GTE Wireless of the South . M081LE,AL MSA Incorporeted SPRtNGHtLL AL0060 GTE Wireless of the South MOBILE,AL MSA Incarporated AIRPORT BOULEVARD AL0062 G7E Wireless of the South MOBILE,AL MSA Incorporated MALBIS AL0063 GTE Wireless of the South M081LE,AL MSA Incorporated TAYLORS CAMP Al.0064 GTE Wireless of the South MOBILE,AL MSA Incorporated FT STODDARD iAL0065 GTE Wireless of the South M081LE.AL MSA InCorporated BLACKSHER AL0066 GTE Wireiess of the South MOBILE,AL MSA Incorporated LOOP AL0072 GTE Wirefess o(the Sou�h MOBIIE,AL MSA incorparated CITAONELLE AL0073 G7E Wireless nE the South MOBILE,AL MSA Incorporated SPANISH FORT A1Q156 Page 1 of 12 . • ., Exhibit A � to ' Global Contribution, Bill of Sale,Assignmeni and Assumption Exhibit A (GTE Wireless of the South lncorporated) tJlarket Name Licensee Name Structure Mame Slte 1D GTE�reless of the South MOBILE,AL MSA Incorporated TfLtMAMS CORNER AL0163 GTE Wraless of the South MpBILE,AL MSA Incotporated PERStMMON CREEK AL01B4 GTE�reless ot the South MOBILE,AL MSA Incorparated TANNER WILLIAMS AL01fi5 GTE Wireless ot tha South MOBILE,AL MSA InCorporeted MILKHOUSE CREEK AL0788 GTE Wireless of the South MOBILE,AL MSA Incarporated GAlLLARD AL0167 GTE�refess of the South MOBILE,AL MSA lncorporated SARALAND AL0168 GTE Wireless of the South MOBlLE,Al MSA Incorporeted PRlCHARD AL0169 - GTE Wiretess of the South MOBILE,AL MSA InCOrporatad STAPLETON AL0173 GTE Wireless ot the Soulh . MOBIIE,AL MSA Incorporated DAPHNE A�0174 GTE Wreless of the South MOBI�E.A�MSA tnCorporated POINT CLEAR AL0175 GTE wreless o(the South MOBILE.AL MSA kncorporaied FOLEY AL0176 GTE Wireless of tha South MOBILE,AL MSA Incorporated OAUPHIN ISLAND AL0178 GTE Wireless of the South MOBILE,AL MSA Incorpotated BAYOU LA BATRE A�0347 GTE Wireless of the South MOB1tE,AL MSA Incarporated GULF SNORES BEACN 2 AL0372 GTE Wirelass of the South PENSACOLA,FL MSA Incorporated AVALON BEACH FL0003 GTE Wireless at the South PENSACOLA,FL MSA lncorporated BLUE ANGEL FL0004 GTE Wireless af ihe South PENSACOLA,FL MSA tncorparaied WOODLAWN BEACH FL0008 GTE Wireless ot the South PENSACOLA,FL MSA Incorporaied HAROLD F�pOp9 GTE Wirelass ol the Souch PENSACOLA,FL MSA Incorporated UNtVERS17Y MALL FL0010 G7E Wirelass of tha South FORT MYERS,FL MSA Incorporated LEHIGH ACRES FL0014 Page 2 of 12 ., '. Exhibit A to Global C�ontribution, Bill of Sale,Assignment and Assumption Exhibit A (Gl'�Wireless of the Sauth Incorporated) Market Nama Licensee Name Structura Name Site ID UTE WireleSS of the South FORT MYEpS,FL MSA locorporated PINE ISLAND ll FL0076 GTE 4Viretess of the South FLORIDA 3•HARDEE RSA lncorporated WACHULA Fi.0020 �TE WIRECESS OF TNE South FLOfiIDA 2-GLADES RSA Incorporated SEBRIh1G NORTti FL0024 GTE Wireless of the 5ottth FORT MYfRS,FL MSA 1nC4r orated SUMMERL�N F�fl�2$ GTE Wirstass at the 8nuth FI.ORiOA 2-GLAOES RSA .incorporated SEBRSNG NDRTH FC.Q029 GTE�reless ot the South FLORIDA 2-GlAt7ES RSA tncorpnrated CIiI�O$ ft{3031 GTE Wirelass of tha South Fl.OR�OA 2-GLADES F�SA i�eorpotated PALMDAtE F14032 GTE Wirelass of ihe Sautfi FIQRIDA 3-HARDEE RSA tacorparated GROVE CiTY fLQ433 GTE wreless of the South Fl4RtOA 3-HARQEE RSA lncorporated PUNTA GORDA NOATH Ft4034 G7E Wireless of the South PORT MYERS,�i.MSA Incotporatad CORKSCREW FL0037 GTE Wireless of the South FOR7 MYERS,FL MSA Incaparated SPoRTSPLEX FL0038 G7E N1i�el9S5 oi the South � FORT MYERS,FL MSA �ncorporated DANIELS ROAD FLOQ40 G7E Wira1655 of tha South FLORIDA 3-HARDEE RSA lncorpaated BABC4CK ��-�� TAMPA•5T.PETERSBURG• GTE Wiretess of tha Sauth CLEARWATER,FL MSA Incarporeted TAMPA FL0048 TAMPA-ST.PETERSBURG- GTE Wireless of the South I CLEARWATER,Fl MSA Incorporatad ODESSA FL0050 TAMPA-ST.PETER58URG- GTE Wireless ot the South CLEARWATER.FL MSA Incarporated ' CLEARWATER FldaSz TAMPA-ST.PETERSBURG- G'CE Witeless of the South CLEARWA7ER,Pt MSA incorporatad THONOTOSASSA F�0�5a TAMPA-ST.PETERSBURG- G76 Wireless ot the 5outh C�EARWATER,FL MSA tncarporated RUSKtN ��58 TAMPA-ST_PETERSBURG- G7E Wiraless of the 5outh CLEARWRSER,Fl MSA incarparated ��V�R F�'��g TAMPA-S7_PETERSBURG- GTE Wireless ot thQ Sovth CIEARWATER,F�MSA lncorpocated ST.PETERSSURfi FL006Q Page 3 of 12 � � 1 .. Exhibit A to � Gfabal Contribution, Bill of Sale,Assignment and Assumption Exhibit A (GTE Wireless of ihe South incorporated) Market Mame Licensee Nama Structure Name Site ID TAMPA-ST.PETEASBURG- G7E Wiretess of the Sou[h CLEARWATEH,FL MSA Incorporated GREER H�LL FL0062 TAMPA-ST.PETERSBURG- GTE�refess of the South , CLEARWATER,FL MSA InCorporated EHREN FL0084. ' TAMPA•ST.PETERSBURG- GTE wreless of the South CLEARWA7ER,FL MSA Incorporated ELFERS FL0066 TAMPA-ST.PETERSBURG- GTE Wireless of the South CLEARWATER,FL MSA Incorporated WOODBERRY FL006B 7AMPA-ST.PETERSBURG- GTE bYrelass of the Soush CLEARWATER,FL MSA Incnrporated UNIVERSI7Y FL0070 TAMPA-ST.PETERSBURG- GTE Wireless o(the South CLEARWATER,FL MSA Incorporatad CARROLLWOOD FL0072 . 7AMPA-S7.PETERS9URG- GTH w'ueless of the South CL£ARWATEA,FL MSA Incorporatad INDIAN ROCKS FL�074 TAMPA-ST.PETER5BURG- GrE wreiess os tne Souch CLEARWATER,FL MSA Incorporated PLAN7 CITY FL0082 LAKELAND-WINTER HAVEN, GTE Wireless of the Souih • FL MSA Incorporated MULBERRY FL0087 G7E Wireless of the South FOAT MYERS,FL MSA Incorporated CAPE CORAL FL0091 GTE vUreless of the South SARASOTA,FL MSA Incorporated SARASOTA FL0092 GTE Wireless of the South , SARASOTA,FL MSA Incorporated OSPREY FL0093 LAKELAND-WIN7ER HAVEN, G7E Wireless ot the South FL MSA Incorporated LAKEIAND FLOU97 LAKELAND-WINTER HAVEN, G7E wretess of the South F�MSA Incorporated DAVENPORT FL0098 GTE Wireless ol the South BRADENTON,FL MSA Incorpwated MYAKKA CITY FL0102 GTE Wireless af the Souih SARASOTA,FL MSA lncorporatad NORTH PORT FL0104 TAM?A•ST.PETERSBURG- GTE Wireless of the South CLEARWATER,FL MSA Jncorporated TYRONE FL0105 LAKELAND-WINTER HAVEN, GTE Wireless ot the South FL MSA Incorporated FROSTPROOF FL0706 LAKELANO-WlNTER HAVEN, GTE�relass of the South Fl MSA Incorporated FORT MEADE FL0107 7AMPA-ST.PETERSBURG- GTE Wireless o(the South I CLEARWATER,FL MSA Incorporated OLDSMAR IFL0108 , Page 4 of 12 I � / , Exhibit A to Global ConFribution, BiIE of Sale,Assignment and Assumption Exhibit A (GTE Wireless of the South Incorporated) Matket Name Licensee�lame Struoture Mame Site ID TAMPA-ST.PETERSBURG- GTE wreless o!the South CLEARWATER,FL MSA Incor orated BAYOU FLO710 TAMPA-ST.PETERSBURG- GTE Wireless ot tho South CLEARWATER,FL MSA Incorporeted HIGH POINT FL0112 TAMPA-ST.PETERSBURG• GTE Wireless of the South CLEARWATER,fL MSA fncorporated DUNEDIN FL0113 TAMPA-ST.PETERSBURG- G7E Wireless of the South CLEARWATER,FL MSA Incorporated LAKE CARAOLL FL0114 TAMPA•ST.PETERSBURG- GTE Wireless ot the South CLEARWATER,F�MSA lncorporated TIA FL0715 TAMPA-ST.PETERSBURG- G7E�rekess of the South CLEARWATER,Fl,MSA Incorporated SEMINQLE FL0116 . TAMPA-ST.PE7EFiSBUFG- G7E�reless o(the Sauth CLEARWATER,FL MSA Incorporated HARNEY FLO117 TAMPA-ST.PETBRSBURG- GTE Wiraiess o1 the South CLEARWATER,FL MSA Incorporated CAUSEWAY FL0118 TAMPA-ST.PETERSBURG- GTE Wireless of the South ' CLEARWATER,FL MSA Incorporeted GIBSONTOtJ FL0179 TAMPA-ST.PETERSBURG- GTE Wireless of the South CL£ARWATER,FL MSA Incorporated MACDILL FL0120 TAMPA-ST.PETERSBUAG- GTE Wireless ot the South CLEARWATER,FL MSA Incarporated HILLSBOROUGH FL0121 TAMPA-ST.PETERSBURG- GTE Wireless oS the South CLEARWATER,FL MSA Incorporated ANTIOCH FL0122 GTE Wireless of the South BRADENTON,FL MSA Incorporated PALMETTO FL0723 GTE Wireless ot the South BRA�ENTON,FL MSA Incorporatad CORTE2 FL0124 TAMPA-ST.PETERSBUAG- GTE Wireless ot the South CLEARWATER,fL MSA Incorporaied BELLEAIR BLUFFS FL0125 LAKELAND-WINTER HAVEN, GTE Wireless of the South FL MSA Incorporeted POLK CIN FL0127 G7E Wireless of the South FLORiDA 4-CITRUS RSA Incorporatad SPRING LAKE F1.0129 GTE Wirelass of the South FLORIDA 4-CITRUS RSA Incotporated WEEKI WACHEE FL0130 TAMPA•ST.PETERSBURG- G7E wreless of the South CtEAHWATER,FL MSA Incorporated FORT�ONESOME F�0131 TAMAA-S7.PETERSBURG• GTE Wireless ol the Sauth CLEARWATER,FL MSA Incor orated JASMINE FL0132 Page5of12 i . , • Exhibit A to Global Cont�ibution, Bill of Sale, Assignment and Assump4ion Exhibit A (GTE Wireless of the South Incorporated) Market Nama Licensee Name Structura tJame Site ID TAMPA-ST.PETEASBURG• GTE Wiretess of the Sauth CLEARWATER,FL MSA lncorporated LAKE TAAPON FL0133 TAMPA-ST_PETERSBURG- GTE Wireless of the South CLEARWA7ER,FL MSA Incorporated EASTLAKE F10134 TAMPA-ST PETERSBURG- GTE Wtreless of tha South CLEARWATER,FL MSA Incorporated YBOR CITY FL0138 TAMPA-ST,A6TERSBURG- GTE Wireless ot the South CLEAAWATEFi,FL MSA Inco�paratad DISSTON FL0137 LAKELAND-WtNTER HAVEN, GTE Wireless of the South FL MSA Incorporated INDIAN LAKE FL0738 LAKELAND-WINTER HAVEN, GTE Wireless of the South FL MSA Inco orated DUNDEE FL0139 GTE Wretess of the South BRADEMTON,FL MSA incorporated WHITF{ElD FL0141 � GTE Wireless of the South SARASOTA,FL MSA Incorporated SARASOTA SOUTH fL014Z � GTE Wiraless ol the South . SARASOTA,Fl MSA Incorporated MANASOTA FL0744 TAMPA-ST.PETERSBURG- GTE wretess of the South CLEARWATER,FL MSA lncorporeted DAflE CITY FL0146 GTE Wireless af the South FLQRIDA 4-CITRUS RSA lncorporaled DUNNELLON FL0147 . TAMPA-ST.PETERSBURG- GTE Nfireless o(the South CLEAAWATER,FL MSA Incarporatad SYDNEY FL0150 TAMPA-ST.PETEASBURG- GTE Wiraless at the South CLEARWATER,FL MSA Incarporated TEMPLE TERRACE FL0151 GTE Wveless of ihe South FLORIpA 4-CITRUS RSA Incorporated BROOKSV{LLE FL0153 GTE Wireless o(the Sauth FLORIDA 4-CITRUS RSA Incorparated IVERNESS FL0161 GTE Wireless of the Sauth PENSACOLA,FL MSA Incorporated BRICKTON FL0762 GTE Wireless ot the South FORT MYERS.FL MSA Incorporated BAYSHORE FL0165 LAKELAND-WINTfA HAVEN, GTE 1Arueless of the South fL MSA lncorporated WINTER HAVEN FL0167 TAMPA-ST.PETERSBURG- GTE Wireless of tha South I CLEARWATER.FL MSA Incorporoted LAND O lAKES F10168 TANiPA•Sl'.PETERSBURG- GT£Wireless of the South , CLEARWATER,FL MSA lncorporated BAYPORT FL0174 Page 6 of 72 ` -- - � Exhibit A fo Global Contribution, Bill of Sale, Assignment and Assumption II Exhibit A (GTE Wireiess of the South Incorporated) Market Name Licensae Name S[ructure Name Site 1D 7AMPA•ST.PETERSBURG- GTE Wireiess of the South CLEAAWA7ER,FL MSA 1nco�porated FREEDOM LAKE FL0178• TAMPA•ST.PETERSBURG- GTE Wireless of the Sauth CLEAAWATER,FL MSA lncorporated GOWERS CORNER FL0179 TAMPA-ST.PETERSBURG- GTE Wireless of[he Sou[h � CLEARWATER,FL MSA tncorporeted KEYSTONfi-FL FLO180 TAMPA-ST.PET£RSBURG- G7B Wirefass of the South CLEARWATER,FL MSA Incorporaiad LEALMAN FL0181 TAMPA-ST.PETERSBURG• GTE Wirelass oi the South - CLEARWATER,FL MSA Incorporated MORNiNGSlDE FL0183 TAMPA-ST.PE7ERSBURG- GTE Wireless of the South CLEARWATER,FL MSA Incorporeted NQRTHDAIE fL0184 LAKELANO-WINTER HAVEN, GTE Wireless of[he 5outh FL MSA Incorparated SCOTT LAKE FLOtBB TAMPA-ST.PETERSBURG- GTE Wireless oF the South CLEARWATER,FL MSA Incorporatod EUREKA FL0789 LAKELAND-WINTER HAVEN, GTE Wireless of the South FL MSA Incorporatad WINSTON FL0791 GTE Wireless o(the South BRADENTON,FL MSA Incarporated OW£CO FL0794 GTE wireless o(the Soutn SARASOTA,FL MSA lncorporated CATTLEMAN FL0198 G7E Wireless of the South FORT MYERS.FL MSA Incorporated BONI7A SPRINGS FL0198 GTE wreless of the South FOAT MYERS.FL MSA 1nCnrporatad OLGA FL0202 GTE Wireless of the Sauth FLORIDA 4•CITRUS RSA lncaryorated FLORAL CITY FL0204 GTE Wireless o(the South PEtVSACOLA,FL MSA lncorporated WES7 PENSACOLA FL021 7 GTE Wiraless of the South PENSACOLA,FL MSA Incorporated ORIOL£BEACH FL0248 GTE Wireless ot lhe South PENSACOLA,FL MSA Incorparated STATE LINE FL0252 TAMPA•ST.PETERSBURG- GTE Wireless of the South CLEARWATER,FL MSA Incorporeted BENJAMIN ROAD FL0255 i TANSPA-ST.PETERSBURG- GTE Wireless of the South �� CLEARWATER,FL MSA Incorporated TAMPA PALMS FL0257 GTE�reless of the South • FLORIDA 4-CITRUS RSA Incorporated SPAING NILL II FL0258 Page 7 of 12 I� I v Exhibii A to Global Contribution, Bill of Sale, Assignment and Assumption Exhibit A (G7E Wiretess of the South Incorporated) � Market Name Licensae Name Structure Name Sile ID GTE Wireless oi the Sauth FtORIDA 3-HARDEE RSA Incorporated MURDOCK FL0260 GTE Wireless of the Sauth PENSACOLA,FI.MSA Incorporated PENSACOLA JUNIOR COL 6L0282 TAMPA•ST.PETERSBURG- GTE Wireless af the South CLEARWATER,FL MSA Incorparated HINES FL0266 i GTE Wireless of the South FLORtDA 2-GLADES RSA Incorporated AVON PARK FL0269 GTE Wireless of the South FLORIOA 3-HARDEE RSA Incorporated BOWLING GHEEN fL0270 TAMPA•S7.PETFRSBURG- GTE�reless of the South CLEARWATER,FL MSA Incorporeted LUTZ FL0273 TAMPA-ST.PETERSBURG- GT£Wireless of the South CLEARWATER,FL MSA Incorpareted CURLEW II F10275 GTE Wlreless of the South BRAOENTON,FL MSA lncarporated GUlLY ROAD FL0276 LAKELAND-WINTER HAVEN, GTE Wireless of the South FL MSA Incorporated LAKE ALFREQ FL0279 TAMPA-ST,PETERSBURG- GTE Wireless of[he Souih CLEARWATER,FL MSA Incorporated COUNTRYSIDE FL0280 � TAMPA-ST.PETERSBURG- GTE Wirelass o(the South CtEARWATER,FL MSA Incorporated COOPER FL0281 TAMPA-ST.P6TERSBURG- GTE Wireless of the South CLEARWATER,FL MSA Incorporeted GREEI�lE FL0282 LAKELAND-WINTEA HAVEN, GTE Wireless of the Sauth FL MSA Incorporeted LAKE PAHKER FL0283 TAMPA-ST.PETERSBURG- GTE Wireless of the South CLEARWA7ER,FL MSA Incorporated LAKE SEMINOLE FL0284 GTE Wireless of the South BRADENTON,FL MSA Incorparated STEPH£NS POINT 11 FL0285 TAMPA-ST.PETERSBURG- GTE Wireless af the South CLEARWATER,FL MSA Incorporatad CITRUS PARK FL0286 TAMPA-ST.PETERSBURG- GTE Wireless ot the South CLEARWATER,FL MSA incorporated Bl00MINGDALE FL0328 � TAMPA-ST.PETERSBURG- G7E wreless of tho South , CLEARWATER,Fl MSA Incorporated EGYPT LAKE II FL0331 TAMPA-ST,PETEASBUAG- GTE Wireless of the South CLEARWATER,FL MSA Incorporated USF F�0332 TAMPA-ST. PETERSBURG- GTE Wire[ess of the South - CLEARWA7ER,FL MSA Incorporated FEATHER SOUND FL0333 , Page 8 of 12 � i - � . � • Exhibit A to Global Contribution, Bili of Sale, Assignment and Assumption Exhibit A (GTE Wireless of the South Incorporated) Market Name Licensee Name Structure Name Site ID LAKELAND•WINTER HAVEN, GTE Wireless of the South FL MSA Incorporeted CYPRESS GARDEN Ft0335 LAKELAND-WINTER HAVEM, GTE Wireless.ot the South FL MSA Incorporaled KAFNLEEN R0336 LAKELAND-WINTER IiAVEN, GTE Wireless of the South FL MSA InCorporated bRANE FIELD FL0337 GTE Wireless ol the South BRADENTON,FL MSA Incorporated ELLENTON FL0338 GTE Wirelass of the South eRADENTON,Fl MSA Incarporated UNIVERSITY PARKWAY FL0339 GTE Wireiess of tha South BAAQENTON,FL MSA Incarporated BAYSHORE GARDENS FL0340 G7E wireless o(the South FORT MYERS,Fl MSA Incorporated CFtI�U1TA F�0343 • GTE Wireless of ihe South FLORIDA 3-HARDEE RSA Incorporeted GULF ACRES FL0344 LAK�LAND•WINTER HAVEN, GTE Wireless of the South FL MSA Incorporated BARTOW REPLACEMSNT FL0361 GTE Wireless of the South FLORIDA 2-GLADES RSA Incorporated DINNER LAKE FL0362 LAKELAND-WINTER HAVEN, GTE Wireless of the South FL MSA Incorporatad PEMBFiOKE FL0368 TAMPA-ST.PETERSBURG• G7E Wireless of tfie South CLEARWATER,FL MSA Incarporated APOLLO BEACH FL0369 GTE Wirelass of the South FLORIDA 2-GLADES RSA lncor orated DESOTO FL0370 TAMPA-ST.PE7ERSBURG• GTE Wireless of the South CLEARWA7ER,FL tu1SA Incorporeted SUN CITY FL0373 TAMPA•ST.PETERSBUFG- GTE Wireless of the South CLEARWATER,FL MSA tncorporated COLl1M8US FL0375 TAMPA-ST.PETERSBURG- GTE Wireless ot the South CIEARWATER,Fl MSA InCorpor8ted LAKE MAGGIOFiE FL0377 TAMPA•ST.PETERSBUAG• GTE Wireless af the South CLEARWATER,FL MSA Incor orated ORIENT FL0378 GTE Wireless o(the South FORT MYERS,FL MSA Incorporated ESTERO REPLACEMENT FL0383 GTE Wreless of the South FLORIDA 4-CITRUS RSA Incorporated CRYSTAL RIVEfi FL0384 G76 Wireless oi the South SARASOTA,Ft MSA Incor orated ENGLEWOOD FL0386 Page 9 af 12 . � i , . v . i Exhibit A to Global Coniribution, Bill of Sale, Assignment and Assumption Exhibit A (GTE WireEess of the Souih Incorporated) Market Name Licensee Name Structure Name Site ID i GTE Wireless of tha South BRADENTON,FL MSA Incorporated HOLMES BEACH FL0387 GTE Wireless of the South PENSACOLA,FL MSA IncorAorated CENTURY FL04d0 GTE Wireless of ihe South PENSACOLA,FL MSA Incotporated MILTON FL0401 ' GTE Wirelass of the Suuth PENSACOIA,FL MSA Incorporated SCENIC H1LLS FL0402 � GTE Wireless of the South PENSACOLA,FL MSA Incorporated CRESCENT LAKE FL0404 GTE�reless of the Soush PENSACOLA,FL MSA Incorparated DOWNTOWN PENSACOLA FL0405 GTE Wirelass af the South PENSACOLA,FL MSA Incorporated NAVARRE•FL F1.0409 • ' GTE Wireless of the South PENSACOLA,FL MSA Inoorporated PACE FL0470 ' GTE Wireless of the South FORT MYERS,FL MSA Incorpwated PAGE FiELD FL0445 TAMPA-ST.PETERSBURG- GTE Wireless of the South CIEARWATER,FL MSA Incorporated PROVIDENCE-FL FL0447 TAMPA-ST.PETERSBURG- GTE Wireless of the South CLEARWATER,FL MSA Incorporeted KENNEOY FL0459 TAMPA-ST.PETERSBURG- GTE Wireless of the South CLEARWA7ER,FL M5A Incoryoraied BRITTON FL0480 TAMPA-ST.PETERSBURG- GTE Wireless of the South CLEARWAT�R,FL MSA Incorporeted HORIZON-TAMF'A FL0483 TAMPA-ST.PETERSBURG- GTE Wireless of the South CLEARWATER,FL MSA Incorporated SILVER LAKE FL0487 TAMPA-S7.PE7ERSBiJRG- GTE�reless of the South CLEARWATER,FL MSA Incorporated GRIFFIN fL0488 TAMPA•ST.PETERSBURG- GTE Wireless ot the South CLEARWATER,FL MSA incarporatad SEABROOK FL0496 TAMPA•ST.PETERSBl1RG- GTE Wireless ot t�e South CLEARWATER,FL MSA Ineorporated TROUT CREEK fL0507 GTE�retess of the South SARASOTA,FL MSA lncarporated HONORE FL0509 TAMPA-ST.PETERSBURG• GTE Wireless o}Lhe South CLEARWATER,FL MSA Incorporated LITHIA FL0591 TAMPA-ST.PETERSBURG- GTH Wireless of the Souih � CLEARWAFER,FL MSA Incorporated ZEPIiYRHILLS FL0651 Page 70 of 12 ; . � . • • Exh'tbit A to Global Contribution, Bill of Sale, Assignment and Assumption Exhibit A (GTE Wreless of the South Incorparated) Merket Name Licensae Name Structure Name Site ID GTE Wireless of the South PENSACOLA,FL MSA Incorporated PER�tDO KEY FL0697 GTE Wireless of the South PENSACOLA,FL MSA incorpaated NAVAI AIR SZATION(RE FL0698 7AMPA•ST.PETERSBURG- GTE Wireless of the South CLEARWATER,FL MSA Incorporated 7URKEY CREEK FL0702 TAMPA•ST.PETERSBURG- GTE Wireless of the Sauth � CLEARWATER,Ft NSSA Incorporeted MOON LAKE FL0704 TAMPA-ST.PETERSBURG- GTE Wireless of the South CLEARWATER,FL MSA Incor orated GANDY FL0717 GTE Wireless of the South FORT MYERS,FL MSA kncorporated GEORGE TOWN FL0759 GTE�reless of the South PENSACOLA,FL MSA Incarporated ALLENTOWN REPLACEMENT FL0776 TAMPA-ST PETERSBURG- GTE Wirelass o!the Sauth CLEARWATER,FL MSA Incorpora[ad BALM FL0789 TAMPA•ST.PE7ERSBURG- GTE Wirelass ot the South ' CLEARWATER,FL MSA lncorporatad FT.KING �L0790 G76 Wireless of the South FLOR{DA 3-HAaDEE RSA Incorporated KINGS HIGHWAY FL0798 Newport News-Hampton,VA GTE W(reless ot the South MSA Incorporalad kAMPTQN(REVISED) VA0013 Newport News-Hampton,VA GTE Wireless af the Sauth MSA 1nCorporated TOANO{REVISEDI VA0014 Nawporl News-Hampton,VA GTE Wireless af the Sauth MSA lncorporated GLOUCESTER�REVISEO) VA0018 NewpoR News-Hampton,VA GTE Wiraless of tha South MSA Incorporated J CLYOE�REVISED} VA0024 � Newport News-Hampton,VA GTE Wireless oi the Sauth MSA Incorporated TIDEMILL(REVISE�) VA0085 Newport News-Fiampton,VA GTE Wireless af the Sauth MSA Incorporated TERMINAL AVENUE(REV► VA0086 Newpart News-Hampton,VA GTE Wireless o(the Sauth MSA InCorporated TA86{REVISED) VA0087 Newport News-Hampton,VA GTE Wireless of the South MSA Incorporated HILTON VA0088 Newport News-Hampton,VA GTE Wireless of the South MSA InCorAorated DENBIGH(REVISED) VA0089 Newport News•Hampton,VA GTE Wireless of the South MSA Incor orated GRAF70N(REVISED) VA0090 Page 11 of 12 Y, � •, Exhibit A to Global Contribution, Bill of Sale,Assignment and Assumption Exhibit A (GTE Wireless of the South Incorporated) Market Name Licansee Name Structure Name Site ID Newport News-Hampton,VA GTE�reless of the South MSA InCorporeted PHOEBUS(REV) VA0718• Newport News-Hampton,VA G7E Wireless af the South MSA Incorpwated OYSTER POINT(REVISED VA0120 Newport News-Hampton,VA GTE Nfireless ot the South MSA Incorporated QUEENS CREEK�REV) VA0722 Newpart Naws•Hampton,VA GTE wreless o(the South MSA Incarporated MAPLE GROVE�REVISED) VA0257 Newport News•Hampton,VA G7E Wireless of the South MSA Incarporated LASALLE(REV) VA0252 Newport News-liampton,VA GTE Wireless of the South MSA Incorporated ROUTE 199 VA0253 Newpott News-Hampton,VA G7E Wireless of the South � MSA Incorporated ADNEA VA0612 ' Page 'f 2 of 12 '� 7 - G7E Wireless Project 7hrasher-Contributed Assets Exhihit A � . '� ;� �iobal Contribution,Bill of Sale,Assignment and Assumption AgreemerrP � i e ert"e"� ALOQ02 Deed Fee inierest GTE Wireless of the Soulh inc • AL0003 Deed Fee Interest GTE Wreless of the Soc�th Inc � AL0004 Deed Fee lnterest GTE Wireless of the Sauth Inc ;,� - AL0005 Deed Fee interest GTE wreless of the South Inc ' AL0006 Deed Fee lnterest GTE WireEess of the South Inc • ' AL0007 Deed Fee lnterest GTE wreless of the Sauth Inc � A1.U008 Deed Fee lnlerest GTE wreless of the South Inc ' AL0009 Deed Fee Interest GTE Wireless o[the South Inc AL0035 Land Lease GTE Wirefess of the South Inc - •,, AL0044 Deed Fee interest GTE Wireless of the South Inc '`' AL0060 Deed Fee Interest G7E Wreless o[the Souih inc AL0082 Deed Fee interest G7E Wireless of the South Inc ' AL0063 Deed Fee Interest GTE Wireless of the South Inc . - AL0064 Land l.ease GTE Wireless of the South Inc • AL0072 Deed Fee Interest GTE Wireless of the South Inc �� AL0073 Deed Fee Interesl GTE Wireless of!he South (nc AL0156 Land Lease GTE Wireless of the South fnc AL0158 Deed Fee Interest GTE Wireless of the South Inc AL0963 Deed Fee Interest GTE Wireless of the South Inc AL0164 Deed Fee Inlerest G7E Wireless of the South tnc � AL0165 Land Lease GTE Wireless of the South Inc ;' AL0166 Deed Fee Interest GTE�reless of the Souih Inc " AL0167 Deed Fee Inlerest G7E Wireless of the South Inc Al.0169 Qeed Fee interest GTE Wireless of ihe South Inc AL0172 Deed Fee Interest GTE Wireless ot the South Inc . AL0173 Land Lease GTE Wireless of lhe Sauih Inc AL0174 Land Lease GTE Wiretess oi the Souih Inc AL0175 Land Lease GTE Wireless of the Soulh!nc ALOi 78 Land Lease G7E Wreless of the South Inc . Al0345 Land Lease GTE wreless of the South Inc . AL•0347 Land tease GTE Wireless of the South Inc FL0002 Land Lease GTE wreless of the South tac , :� FLOOd3 Deed Fee Interest G7E Wireless of ihe South!nc • - FLOOd4 Deed Fee Interest Gi'E wteless of the South Inc - • • FL0008 Deed Fee Interesl GTE wreless of the South Inc FL0009 Deed Fee Interest GTE Wireless of the Soulh Inc FL0090 Deed Fee inlerest GTE�reless of the South Inc FL0014 Deed Fee Interest GTE wreless of lhe South Inc ; „ FL0016 Land Lease GTE Wireless ot lhe South Inc � � FL0020 Deed Fee Interest GTE Wireless ot the South Inc FL0028 Deed Fee lnterest GTE Wreless of the South Inc FL0029 Deed Fee Interest G7E Wireless of the South Inc FL0031 Deed Fee Inlerest GTE�reless of the South Inc • FL0032 ' Deed Fee Interest GTE Wireless of!he South Inc �;� FL0033 Land Lease G7E Wireless of the South Inc '� FL0037 Deed Fee lnlerest GTE wreless of the Soulh Inc � . FL0038 Deed Fee Interest GTE Wireless of the South Inc FL0041 Land Lease GTE Wireless of the South Inc � FL0043 Land Lease GTE 1Nreless of lhe South Inc FL0050 Deed Fee Interesi GTE wreless of the South Inc � _ . . .. . . . . . . . , � � G7E Wireless . Project Thrasher-_Contributed Assets , Exhibit A � �I &fobal Contribution�Bill of Sale,Assignment and Assumption Agreemert{� � , '� . ', "le T . "—sfit � FL0052 Deed Fee lnierest �GTE Wireless of the South Inc • FL0054 Land Lease GTE Wreless of the South fnc � FL0056 Deed Fee Interest GTE Wireless of the South Inc FLOOfiO Deed Fee Interest GTE wreless of ihe South Inc •- '•� FLOOfi2 Deed Fee Interest GTE wreless of the South Inc ' FL0064 Land Lease GTE Wireless of�the South Inc FL0066 Deed Fee Interest GTE Wireless of the Sonth Inc FL0068 Deed Fee Interest GTE Wireless of the Soulh Inc . FL0070 Deed Fee Interest GTE Wireless oi ihe South Inc � FL0072 Deed Fee Interest G7E Wireless of!he South Inc 'J FL0074 Deed Fee Intecest G7E wreless of the South Inc. ' FL0082 Deed Fee Interest GTE Wireless of the South Inc " �L0087 Deed Fee Interest GTE Wireless of the South Inc • F10091 Deed Fee Interest GTE wreless of lhe South Inc •� FL0092 Deed Fee Interest GTE Wreless of the South Inc . , FLOOS7 Deed Fee Intecest GTE Wireless of the South Inc FL0102 Deed Fee Interest GTE wreless of the South Inc � ' FL0105 Deed Fee Interest GTE Wireless of the South Inc ' FL0106 Deed Fee Interest Gl'E Wireless oi the Soulh Inc FL0107 Deed Fee Interest G7E Wireless oi the South Inc I FL0108 Deed Fee Interest GTE Wireless of the South Inc � � FL0110 Land Lease GTE Wiceless of the South Inc FL0112 Deed Fee Inlerest GTE Wireless of the South Inc FL0113 Deed Fee Interest GTE Wireless of the South Inc FL0714 Deed Fee Interest G7E wreless of the South Inc FL0115 Deed Fee Ihterest GTE wreless of the South Inc FL0118 Deed Fee Interesl GTE Wireless of the South Inc - I �• FL0117 Deed Fee Interest GTE Wireless of the South Inc • FLOi 18 Deed Fee Interest GTE Wireless of the South Inc FL0119 Deed Fee Interest GTE Wireless of the Soulh Inc FL0120 Deed Fee laterest GTE Wireless of the South Inc � ' FLQ121 Land Lease GT'E Wireless of t e Sou h Inc h t ' FL0122 Deed Fee laterest GTE Wireless of the South Inc - : , ' FL0123 Deed Fee Interest GTE wreless of ihe South inc ' FL•0124 Deed Fee intecest GTE Wireless of the South Inc ' FL0125 Deed Fee Interest GTE Wireless ot!he South Inc FLa127 Deed Fee lnterest GTE Wireless ot the South tnc , FLd129 Deed Fee tnterest GTE Wireless ot ihe South Inc ,. � � FL0130 Deed Fee interest GTE Wireless of the South Inc FL0131 Deed Fee lnterest GTE wreless of the South Inc , FL0132 Deed Fee lnierest GTE wreless of the South Inc FL0133 Deed Fee lnterest GTE Wireless of lhe South Inc , FL0134 Deed Fee Interest GTE 1Mireless of the South iRc FLOi 36 Deed Fee Inte�st GTE wrefess of the South Inc � , FL0137 Land Lease GTE Wireless of the South Inc . � FL0138 Deed Fee Interest GTE Wirefess of the South Inc - ' � Ft01,39 Deed Fee Interest G7E w�eless of the South Inc • FL0141 Deed Fes Interest GTE Wireless of the Sauth Inc FL0142 Land Lease GTE Wiretess of the Sflnlh Inc FL0144 Land Lease GTE Wiretess of the South tnc � G7E Wireless . Project Thrasher-Contribuled Assets Exhibit A � ' _,:;�.� f�lobal Contribution, Bi11 oi Sa1e�Assignmeni and Assamption Agreemen-�' � � � ite itne "p Fl.0146 Deed Fee Interes! GTE Vlfireless of the South (nc FL0147 Qeed Fee tnte�esi GTE Wireless of the Souih InC . F10150 Deed Fee Interesi GTE Wireless oFthe South Inc � FL0151 Oeed Fee lnteres! GTE�reless af the South Inc � . . FL0161 Deed Fee Interesi GTE 4J1Treless of the South Inc ' FL0162 Deed Fee fnterest GTE Wireless of the South Inc � FL0165 Deed Fee Interest GTE Wireless of the South Inc FL0167 Oeed Fee Interest G7E Wireless of the South Inc FL0168 Deed Fee Interest G7E Wireless of the South Inc ' . • FL0174 Land Lease GTE Wireless of the South Inc .. '''' FL0178 Land Lease G7E Wireless of the Souih Inc FL0179 Deed Fee Interest GTE Wireless of the South Inc � FL0180 Oeed Fee Interesi GTE Wireless of the South Inc - •� FL0181 Deed Fee Interest GTE Wireless of the South Inc �:- FL0183 land Lease GTE Wireless of the South Inc FL0188 Deed Fee Inierest GTE Wireless of the South Inc FL0189 Land Lease GTE Wirefess of!he South Inc FL0191 Deed Fee Interest GTE Wireless of the South Inc ' FL0194 Deed Fee Interest GTE Wireless of the South Inc ' FL0196 i.and Lease GTE Wireless o(the South Inc FL0198 Deed Fee Interest GTE Wireless at the South Inc ' � � ) FL0202 Land Lease GTE Wireless of the South lnc " FL0204 Deed Fea Interest GTE Wireless of the South lnc FL0211 Land Lease G7E Wireless o(the Sauih Inc FL0248 Deed Fee Interesl GTE Wireless o(the Souih 1nc � FL0252 Deed Fee Interest GTE Wireless o(the Sauth 1nc FL0255 Deed Fee Interest GTE;Wireless of the Soath Inc �''� FL0258 Deed Fee Interest GTE wreless of the South Inc FL0260 Deed Fee tnterest GTE Wireless ot the South Inc FL0262 Land Lease � GTE Wireless af the Soulh Inc .. FL0266 Land Lease GTE Wireless oi the South Inc , � FL0269 Deed Fee Interest GTE wreless af lhe South Inc �.;� FL0270 • Land Lease GTE Wireiess of the South Inc � � FL0273 Qeed Fee lnterest GTE wreless of the South Inc FL0276 Land Lease GTE wreless o(the South {nc FL0279 Land Lease GTE Wireless o(the South Inc • � FL0280 Land Lease GTE Wireless of the South inc • FL0282 Land lease GTE wreless of the South Inc �;_� � FLD283 Deed Fee Interest GTE Wireless of ihe Souih Inc ' FL0286 Deed Fee Interest G7E Wireless of the South Inc � FL0328 Land Lease GTE Wireless o(the South lnc FL0332 Land Lease GTE Wireless of the South Inc . . � FL0333 Land Lease G7E Wireless of the South Inc • � FL0335 Deed Fee Interest GTE Wireless oi the South Inc • � FL0336 land L.ease G7E wreless of the South Inc FL0337 Land Lease GTE wreless oi the South!nc ' 3 FLQ338 Deed Fee Inte�est G7E Wireless oi the Souih Inc � � FL0340 Land Lease GTE wreless of the South Inc ' FLQ343 Deed Fee Interest G7E Wireless o!the South Inc � FL0344 Deed Fee Interest GTE W+reless oi the South Inc � � . - . .. � GTE Wireless iProject•Thrasher-Contributed Assets . Exhibit A , , '"°�\ �[obal Contribution,Bill of Sale�Assignment and Assumption Agreemert�- - ) . i e ` � � rtne "F ' . ' FL0361 Deed Fee Interes! GTE Wlreless of the South inc FL0362 Land Lease GTE Wireless of the South Inc • FL0368 Land Lease GTE Wireless oi the South Inc FL0369 Land Lease GTE Wreless of the Sauih Inc ' � � FL0370 land Lease GTE Wireless of the South Inc ' FL0373 Deed Fee Interest GTE WreIess of the South Inc FL0375 Land Lease GTE Wreless of the South Inc FL0377 Land Lease G7E Wireless of the Souih Inc FL0378 Land Lease GTE Wireless of the South Inc FL0383 Deed Fee Interesi GTE Wireless of the South Inc • - '` ' FL0384 Land Lease GTE Wireless of the South I�c ' FL�386 Land Lease GTE Wrreless of the South Inc . . FL0387 Land Lease G'fE Vlfireless of the South 1nc FL0401 Deed Fee Intecest G7E Wireless of the 5ouih tnc . • FL0402 Land tease G7E Wireless of the South Inc , .; FL0405 Deed Fee Interest GTE Wireless of the South Inc FL0409 Deed Fee Interesi GTE�refess o!the South Inc I FL0410 Deed Fee Interest GTE Wireless ot the South Inc , FL0447 Land Lease GTE Wireless at the Soulh Inc , FL0480 Land Lease GTE Wi�eless af the South Inc � FL0487 Land Lease GTE Wireless of lhe South Inc . ) FL0488 Land Lease GTE Wireless of the South Inc � � FL0496 Land Lease G7E wreless of the Soulh Inc - FL0507 - Land Lease GTE W[reless of the Soulh Inc ' ' FL0509 Deed Fee Inierest GTE wreless of the South Inc � FL0591 Deed Fee Interest GTE Wireless of the South!nc � FL0651 Deed Fee Interest GTE wreless of the South Inc � �' FL0698 Deed Fee Interest G'�E Wireless of ihe South inc ' FL0702 Land Lease GTE Wireless of the South lnc FL0704 Land Lease G7E Wireless of the South Inc :; - FL0759 land Lease GTE Wireless of the South lnc - FL0776 Land Lease G7E Wireless of the South!nc FL0789 Land Lease G7E wreiess of lhe South!nc � ��'� FL0790 Land Lease GTE Wireless of the South inc � ' FL0798 Land Lease GTE Wireless of lhe South Inc ;� � . •� ' `1 'r . I�, . .i.., _ GLOBAL CONTRIBUTION, BII,L OF SALE,ASSIGNMENT AND ASSUMPTION GLOBAL CONTRIBUTION, BILL OF SALE, ASSIGNMENT AND ASSUMPTION, dated as of January 31, 2000 between GTE WIRELESS OF THE SOUTH INCORPORATED, a V'uginia corporation("Transfemne Entitv")with its principal offices at One GTE Place,Alpharetta, GA 30004, and CROWN CASTLE GT COMPANY LLC, a Delaware limited liability company (the"CompanX"), with its principal offices at c/o Crown Castle International Corp., 510 Bering, Suite 500,Houston, Texas 77057, with a Tax ID No. 76-0627250. . WITNESSETH: ' WHEREAS, GTE Wireless Incorporated, a Delaware corporation("GTE"),the Transferring Partnerships, the Transferring Corporations, Crown Castle International Corp., a Delaware � corporation and Crown Castle GT, Corp., a Delaware corporation, entered into a Formation ' Agreement(the"Formation eement")dated as of November 7, 1999, as the same may have been heretofore amended (the "Agreement"), relating to, among other things, the formation of Crown Castle GT Company, Crown Castle GT Holding Sub, LLC and Crown Cas�le GT Holding Company LLC; WHEREAS,pursuant to the Agreement,GTE and the Transferring Entities, including the Transferring Entity named herein, agreed to grant, contribute, convey, assign, transfer and deliver to the Company and the Company agreed to accept and acquire the Thrasher Contributed Assets and to assume the Thrasher Assumed Liabilities, all as more fully described in the Agreement(capitalized II terms which are used but not defined in this Global Contribution, Bill of Sale, Assignment and �iAssumption shall have the meaning ascribed to such terms in the Agreement); and , WHEREAS,this Global Contribution, Bill of Sale, Assignment and Assumption("Global ' Assi�mment") is executed in connection with the Initial Closing under the Agreement; � NOW,THEREFORE,in consideration of Ten Dollars($10.00) and other good and valuable consideratioq the receipt and sufficiency of which are hereby acknowledged, and intending to be I� le all bound, the parties hereto agree as follows: g Y 1. The Transferring Entity hereby grants, contributes, conveys, assigns, transfers and delivers to the Company all right, title and interest of the Transferring Entity in and to all of the Thrasher Contributed Assets relating to the Tower Sites identified on E�chibit A, attached hereto and n v �i incorporated herein for all purposes(the Subject Sites ), free and clear of all Encumbrances(other � than Permitted Encumbrances), as the same ex�st on the date hereof as set forth and to the extent provided in the Agreement. 2. Notwithstanding anything herein to the contrary, the Thrasher Excluded Assets ' relating to the Subject Sites are specifically excluded from such'Fhrasher Cvntributed Assets and shall Gtobal Contributioq Bill of Sale,Assigttment&Assumption qT-�,py�1Q�s3�yy ��S �� '��03 B�N��Zpp GTE Wueless afthe South Ineorporated oy Pfl�n�a� 1 O COD Irpdete L@3sNLICeRse# �_... . Site iD��(�.��- [�ne 1'1r.� g / ` be retained by the Transferring Entity at and following the execution and delivery of this instrument and the consummation of the Initial Closing. 3. Notwithstanding anything herein to the contrary, the Thrasher Retained Liabilities relating to the Subject Sites are specifically excluded from the Thrasher Assumed Liabilities relating to the Subject Sites and shall be retained by the Transferring Entity(and GTE)at and following the execution and delivery of this instrument and the consummation of the Initial Closing. � 4. The Transferring Entity, from time to time after the date hereof, at the Company's request, will execute, acknowledge and deliver to the Company such other instruments of conveyance, assignment and transfer and will take such other actions and execute and deIiver such other documents, certifications and further assurances as the Company may reasonably require in order to vest more effectively in the Company, or to put the Company more fully in possession o� acry of the Thrasher Contnbuted Assets relating to the.Subject Sites, or to better enable the Company to complete, perform or discharge any of the Thrasher Assumed Liabilities relating to the Subject Sites. 5. The Company hereby (a) accepts and acquires the Thrasher Contributed Assets relating to the Subject Sites from the Transferriag Entity and (b) agrees to undertake, assume, perform, pay, satisfy and discharge, and on the terms set forth in Article 10 of the Agreement hold the Transfeiring Entity harniless from, the Thrasher Assumed Liabilities relating to the Subject Sites, as set forth and to the extent proved in the Agreement. 6. Nothing in this instrument, expressed or implied, is intended or shall be constcued to confer upon or give to any person or entity, other than the Transfeiring Entity and the Company and their respective successors and assigns,any remedy or claim under or by reason of this instrument or any term, covenant or condition hereo� and all of the terms, covenants, conditions, promises and agreements contained in this instrument shall be for the sole and exclusive benefit of the Transferring Entiry and the Company and their respective successors and assigns. 7. Neither the making nor the acceptance of this instrument or any other instruments of conveyance, assignment and transfer executed and delivered by the Transferring Entity and the Company in connection with the transactions contemplated by the Agreement shall() constitute a waiver or release by any party of any liabilities, duties or obligations imposed upon a party�by the temis, conditions and provisions of the Formation Agreement, including, without limitation, the representations and warranties and other provisions which the Formation Agreement provides shall survive the date hereof as limited by the survival periods stated therein or(n)enlarge, extend,restrict, limit or otherwise modify the terms, conditions and provisions of the Formation Agreement, including, without limitation, the period of survival of the representations and warranties provided for therein. 8. This instrument is being executed by the Transferring Entity and the Company and shall be binding upon the Transferring Entity and the Company, and their respective successors and assigns, for the uses and purposes above set forth and referred to, and shall be effective as of the date hereof. -2- Global Comnbutioc�Bifl of Sale,Assignment and Assumption ATLOI/10663349v1 GTE W'uelea ofthe South Incorporated 9. This instrument shall be govemed by and enforced in accordance with the laws of the State of Delaware without reference to its choice of law rules. 10. This instrument rnay be executed in two or more counterparts, each of which is an original, and all ofwhich together shall be deemed to be one and the same instrument. [Signatures on following pages] i -3 - Global Cosrtnbufion,Bill of Sale,Assignrnent and Assumpdon ATL01/10663349v1 GTE Wirelas ofthe 5outh Tncotporated IN WTTNESS R'HEREOF, the Transferring Entity and the Company have caused this Global Contribution,Bill of Sale, Assignment and Assumption to be duly executed on the date first above written. GTE WIRELESS OF THE SOU1'H INCORPORATED, a V'uginia corporation By: �,/,�i��l I Name: � ' Title: ,1od A.Ruth vice Presidecrt-�ir�ance an anrn 3 . , Attest: Name: � Title: � (Corporate Seal) -4- Glo6at Coninbutian,Bill of Sale,Assignment and Assumption ATLOl/10663349v1 GTE Wireless of the South Incoiporated Signature Page for Global Contribution, Bill of Sale, Assignment and Assumption CROWN CASTLE GT COMPANY LLC, a , Delav�iare limited liability company By: � Name: Title: w wA�LL,A�DP.�i . u;e - 5 - Global Cordn'bution,.Bill of Sale,Assignment and Assumption ATLOl/30663349v1 GTE Wireiess of the South Incocporated I I , �n� . . '' l:' ��L \� � II I I II III I II III II II I 1 I II •r��is i�s�rHuntEN�-Nk�:��r»tM:n �;Y 1,;:�,:-�y��d AI�U UP()N RF;(:ORUING RF:'1'[!RV 1'O: Rcpt: 50527$ � ec: 15.00 D5: 1045.80 ' IT: 0.00 �ZOt)Cil ��. \1�;If(�.�5�. � 06/14/01 1�� Dpf.y Clcrk '� ' ' , Drn�ns It��chlin c�.h•tartin PI.L.C' � •.: 90 1'ros�mct Strcct JED PI1 TMAN, F'ASCO COUN7Y CLERK :' ,:� ��U�;��`i�i� 06/14/01 11:27am 1 of 3 -� s�. ��i��5b►�n. v�r o;�i<�-oo�� oR BK 4639 P� 280 � --� -- . ..----� � -- - - - f -- ��---._. --- S{'F:(:IA[.�VARFLIN'1'Y D1�;H:D TIi1S [NDE\'fURE, made as of January 31, 2UU0, bet��een G'i'E �VIitELF:SS UF 'I'll[�; SOlJ7'II ItiCU1tPURA'I'Ell, a a Virginia cc�rporltion(successor in interest by mcr�cr to G'I'E �Ylobilnet of'fampa lncorporatcd), havin� its pc�incipal placc of busincss at c/o (1 fE Wirelcss lncorporate�, Onc GTE I'lace, Alpharetta, (iA 30004 (herein callcd "Grantor"), and CRO�Vh` CAS'i'LE GT COM1�iPAVY l.l.C, a Dclaware limitcd Iiability company, whosc address is c/o Cro��-n Castic Intcrnational Curp,, 51U f3cring, Suitc 500, Houston, Tcxas 77507, and whosc Federal 'I'ax Idcnli[ication lvumber is 76-Ofi27250 (tterein c�illed "Grantec"). (�'Vhcrcver uscd herein the terms "�rantor" and ''�rantee" include all the parties to this instiliment and thc succcssorti and assigns of corporations, and othcr cntitics). �VI'1'iVF SSF:'I'll: T'hat the Grantnr, for and in considcration of thc sum of Tcn and no/100 1)ollars ($]0.00) and other valuable consideration to thc Grantor in hand paid by Grantee, the rcccipt and suf�iciency whereot'is hcreby acknowlcd�cd, by thcse prescnts does grant, bar�ain, scll, alien, remisc, releasc, convcy and confirm unto the Grantcc, it successors and assigns, all t}�at certain land situate in Pasco County, Florida, to wii: SGE k:X11I13I'[' "A" A'1'TACHI:U I-IEft�'1'O ANI) MAUI: n PAR't'}II:REOF. 'I'ogcthcr with all the tencrnents, hcreditamcnts ancl appuricnances thereto belon�ing or in �tny�visc appertainin�. '1'U t1AVE AN!) '1'O FIO1.1) the samc in fec simplc forcver. ANU the Grantor tiereby covenants with said Grantcc that it is lawfully sei�ed of said land in fee simple; that it has good ri�ht and la��ful authority to sell and convey said land; that it hcrcby fully warrants the title to said land and will defend the samc a�ainst the lawful claims of all persons claimin�by, throu�h or under Granlor, but a�ainst none other. . . �iy��n�«�i��_�V n�,�o7'a'7-n��u� �6 FloriJa S�x:cial Warranly Ikxxi(Curponticm) CUD updatc Lc�sc I.iccnsc°° '/,h:PIt1'It1[II.IS�FIA651 s�«�u F Lo(2�I u�,�T��,,� E . �/� ,. � . . .:��-. \�� . THIS 1�S'1'R�M�NT PREP�RED BY IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!NIIIIIIII 2001079858 AND UPO1V RECORUI�iG RE'TURN TO: Rcp1.: 505278 : 15.00 � DS: 1045.80 T: 0.00 Rob�ri D. W�rd,Esq. 06/14/01 /��1�1 Dpty Cltrk `��" ; Downs Rachlin&Martin PLLC 90 Prospect Street JED PI TTMAN. PASCO COUN1'Y CLERK � �: PO Bo�99 06/14/01 11:27am 1 of 3 St.Jol�nsbur�•,VT 0581�)-009�) OR BK 4639 PG 2$�J SPECIAL WARRANTY DEED TEi1S INDENTURE, made as of January 31, 2000, between GTE WIRELESS OF TIIE SOUTH 1NCORPORATED, a a Vir�inia corporation(successor in interest by mer�er to G1'E Mobilnet of Tampa lncorporated), having its principal place of business at � c/o GTE Wircless lncorporated, One GTE Place, Alpharetta, GA 30004 (herein called "Grantor"), and CROWN CASTLE GT COl�1PANY LLC, a Delaware limited liability � company, whose address is c/o Crown Castle International Corp., 510 Berin�, Suite 500; Houston, Te?cas 77507, and whose Federal Tax Identification Number is 76-0627250 (herein callcd "Grantee"). (Whcrever used herein the terms "�rantor" and "grantee" incl�ide all the parties to this instrument and the successors and assi�;ns of corporations, and other entities). W I7'N ESSETII: That the Grantor, for and in consideration of the sum of Tcn and no/l00 Dollars ($10.00) and other valuable consideration to the Grantor in hand paid by Grantee, the receipt and sufficiency whereof is hereby acknowledged, by these presents does �;rant, bargain, sell, alien, remise, relcase, convey and confirm unto the Grantee, it successors and assigns, all that certain land situate in Pasco County, Florida, to wit: SEE EXHII3IT "A" ATTACHED HERETO AND MADE A PART HEREOF. Together with all the tenements, hereditaments and appurtenances thereto belon�;ing or in anywise appertaining. TO EIAVE AND TO HOLD the same in fec simple forever. AND the Grantor hereby covenants with said Grantee that it is lawfully seized of said land in fee simple; that it has good right and lawful authority to sell and convey said land; that it hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under Grantor, but a�ainst none other. Plurid:i Special��'urranh•Acct(Curm�ralicm) A'f1.U1/11Nr7235Sv1 /_EI'I!1'R11I1.I.S,1'I d)G51 i • • . . . ' OR BK 4g3g PG 2$1 � � 2 oi 3 !N WITNESS WIIF:REOF, the Grantor has caused these presents to be executed in manner and form suf�icient to bind it as of the day and ycar first above written. Signed, sealed and dclivered in the GTE W1RFI.F.SS Oi�'TIIF SOUTH presence o£ INCORPORATED, a Virginia � corporation(successor in interest by merger ` to GTE Mobilnet of Tampa incorporated) Witness i'rinted Name: '�'��^►'VIV� Vl��'Viity By: �,�.ti �A �1,��'�'t Name: .;onv a_ r��h Title: �c��.•Qcici��;�t F'��.,.,t:��n;i P�a.r.ninc� � � ��s---� . .. ' � ess Attcst: � Printed Name:k�r� N�` ,1\.a,.�.s Name- Dale S.Vo les- ecreter�►: Title: � ' � ' , � ' (CORPORATE SEAL) . � . � . � ACKNOWLEUGMEN'1' • .� ""�� S'fATEOF GEOk6i/� COUNTY OF cs�TD•�) � The fore�oin�;instrument was acknowledged before me this 2 5 �day of January, �000, by ,�p p�/ ��-L and�4 L E S. c.6 , the � - i�! —�and� cretary, respectively, of G"TE WIREL 'SS OF THL- SOUTH 1NC RPORATED, a Vir�inia corporation, on behalf of the corporation and partnership. He/She is personally known to me a�entifc�catiar,.— �� .� . � Notary Public Printed Name:T f��..(�� . ��a rl OI„ My Commission Expires: (NOTARY�,�'�7� �N'• .,, ''�•. ' .•`�� Pgy Q �'•. :�� Pt�S `A �� C Q '��'f�Q� C3�`- - _� G��'� �' , �'•, PU�v~OJ: � G�� . '•.,,� eq R R�.N��.� ''•��..nnua��`' -2 - �� I•7ori�ti�xcial\�'arr�nty Dc�n!(Corporation) .\'1'1.1►1/11167235'h•1 %IiPlIYI211II.IS,I�1.Ufi51 �' �, � r I �-�r.. . ` • � , . . � OR BK 4639 P� 2�2 3 of 3 EX11113I7' "A" (PLOG51 -Zcph}�rliills) t.ots G, 7 and 8 in 131oc[c 17 nf MUORf:'S I�IRST ADI)I'I'ION "1'U'I'f il:TO�VN OI� '/.FPHYRIIILLS, accordin�to thc map Ar plat thcrcof rccorded in 1'lal 13ook 1, 1'abc 57, of thc public rccords of i'asco County, I�lorida. 'I'ax Polio No. 14-2G-21-()U10-0�17-UU-QO10 ' � k10649409��1 F1AG51 %ApliyThil(x Seclion I l 1'ascoCounty,19u�ida : ' ALL Wp�S�L C��LY P�VAR'�G CODES,FLO �THAI,L CODE,NATIpN�ELEC �A BU�D�G CITYOFZEPHy��S��4DE� /"(�y TM Date: September 30, 2015 �� 0� David Robertson �i SSOE Group Crown Castle �� ' 320 Seven Springs Way, Suite 350 12725 Morris Road Extension, Suite 40�1��, ��''� �-�-��Brentwood, TN 37027 Alpharetta, GA 30004 ,aO ��9�y (615) 661-7585 (678) 366-1273 ��i ��//� �hani@ssoe com Subject: Structural Anal�ys� � rt Carrier Designation: T-Mobile Co-Locate Carrier Site Number: A2G0757A Crown Cast/e Designation: Crown Castle BU Number: 816298 Crown Castle Site Name: ZEPHYRHILLS Crown Castle JDE Job Number: 348896 Crown Castle Work Order Number: 1126960 Crown Castle Application Number: 313160 Rev. 0 Engineering Firm Designation: SSOE Group Project Number: 016-00010-00 BC 1017 Site Data: 38522 A Ave.,Zephyrhills, FL 33542, Pasco County Latitude 28°13'40.63'; Longitude-82° 10'45.6" 285 Foot—Modified Self Support Tower Dear Mr David Robertson, , SSOE Group is pleased to submit this"Structural Analysis ReporY'to determine the structural integrity of the above mentioned tower. This analysis has been pertormed in accordance with the Crown Castle Structural `Statement of Work' and the terms of Crown Castle Purchase Order Number 830197, in accordance with application 313160, 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+ Proposed+Reserved Equipment Sufficient Capacity Note:See Table I and Table II for the proposed and existing/reserved loading,respectively I� The analysis has been pertormed in accordance with the 2014 Florida Building Code, 5th Edition, based upon and ultimate 3-second gust wind speed of 137 mph converted to a nominal 3-second gust wind speed of 106 mph per section 1609.3.1 as required for the use in the TIA-222-G Standard per Exception#5 of Section 1609.1.1 Exposure � Category C and Risk Category II were used in this analysis. We at SSOE Group 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 any other projects please give II. ,`��N�li��i��i Structural analysis prepared by� Kshitij Bihani �.�`�p►RK A;Cq�'��/�i� ' ,`�� .•°VICENSF.Fs�i�� s Respectfully submitted by: *�� NO.78884 • : S ' '*� � . � ��`�%��I v • .. � � ��. e ` % • STATE OF • � Mark A. Cates, PE� ��•� ;�� Section Manager �4��'�+�..�[OR�DP••��►�e�� ,��si��Ai,iit��G��,9/�.�is making clients successful by saving them time, trouble, and money I 00 ��7�6 c ; September 30, 2015 285 Ft Se/f Support Tower Structural Ana/ysis CC/BU No 816298 Project Number 016-00010-00,Application 313160, 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 Component Stresses vs. Capacity ' 4.1) Recommendations 5) DISCLAIMER OF WARRANTIES 6)APPENDIX A tnxTower Output 7)APPENDIX B - Base Level Drawing 8)APPENDIX C Additional Calculations ��E�K A qCA r ��i ♦ �..�....� �/ ��.Q'.•��CENSF•�s`��, � .• �ggg4 : i . =*: • = � : .�, - � T , , - ' � '�'� •i0�:• STATE OF :�4�/` ��'0�. •��.Op�G``1`�,� '��i�A��ti��`, 9/3 0/15 tnxTower Report-version 6.1.4 1 � .. September 30, 2015 285 Ft Se/f Support Tower Structural Analysis CC/BU No 816298 Project Number 016-00010-00, Application 313960, Revision 0 Page 3 1) INTRODUCTION The existing 285'tower is supported on four legs and has eighteen major sections. it has a square cross section made of bolted connections, with "K" brace down, "K1"down, "K2" down, "K2A" down, and portal configurations. The tower is fabricated with angle legs and angle diagonals. The tower was mapped by IETS Engineering Services in October of 2004 Original manufacturing drawings are unavailable; therefore the tower manufacturer, design wind speed, and design standard are unknown Modifications designed by IETS Group (Project #: 2005-70954, dated 10/25/05), which consisted of installing concrete collars and grade beams to the existing foundations, have been considered. Modifications by B&T Engineering (Project #• 79078, dated 5/6/08), which consisted of replacing select redundant horizontals, have been considered. 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 106 mph with no ice and 60 mph under service loads, exposure category C. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed ' Mounting Line Antenna Level (ft) Elevation °f Manufacturer Antenna Model of Feed . Line Note � �ft� Antennas Lines Size (in) SBNHH-1 D65C w/Mount I I 194 0 194.0 3 Andrew Pipe I _ I 3 Commscope TMAT1921 B78-21A _ _� �__ Table 2 -Existing and Reserved 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) 285 0 290)0 I 1 Decibel � DB224 I 1 7/8 I 285.0 2 DBSpectra DS8A10F36U-D �- Side Arm Mount[SO 306- 1 1-5/8 I 277.0 277.0 2 �� 2 I 1/2 I 1 7/8 275 0 1 DBSpectra ATS8TMA10 275 0 275 0 1 RFS Celwave PAD8-65AC � E65 1 1 Pipe Mount[PM 601-1] UMWD-03319-R2DM w/ 227.0 227.0 6 Andrew Mount Pipe 12 1-5/8 I _ I 3 Sector Mount[SM 402-1] _ _I_ _ _ _ � DB878G90A-XY w/Mount � 12 Decibel Pi e 12 1-5/8 I 215.0 215.0 P 2 ��2 I . _I 2 Sector Mount[SM 602-1] __� __ _ I tnxTower Report-version 6.1 4 1 � ; September 30, 2015 285 Ft Self Support Tower Structural Analysis CC/BU No 816298 Project Number 016-00010-00,Application 313160, Revision 0 Page 4 ' Center ; Number � Number� Feed Mounting Line of Antenna Antenna Model of Feed� Line Note Level (ft) Elevation Antennas Manufacturer Lines i Size(in) : �ft) . , . I 1 Ericsson ANT2 0.6 11 HPX(TR) I I 3 Commscope TTTT65AP-1XR w/Mount I I Pipe I I 3 Ericsson 800MHZ SMR FILTER � I � I 3 Ericsson RRUS 31 B25 � � � I 3 Ericsson RRUS-11800MHz I � I I 2 Ericsson TN11/2X 248T/256X HP � I 1-3�8 � I 203.0 I 203.0 3 � 1 3/$6 � 3 Nokia FZHJ-RRH I I 9 RFS Celwave ACU-A20-N I I I 2 RFS Celwave APXV9ERR18-C w/ I I Mount Pipe � I 1 RFS Celwave APXVERR18-C w/Mount I I Pipe 3 Sector Mount[SM 502-1] 3 Andrew ETW200VS12U6 I I 3 Andrew TMBX-6517-R2M w/ I I 2 Mount Pipe 6 Andrew TMBXX-6517-A2M I 194.0 i 194.0 3 Nokia FRIG 2 � 1-1/4 � I I 3 Nokia FXFB 1 � 1-3/5 I I � 3 Raycap ASU9338TYP01 10 I 1-5/8 I 3 Sector Mount[SM 402-1] 3 CSS X7C-FRO-860-VRO w/ Mount Pipe 3 CSS X7CQAP-86-865-VRO w/ l I Mount Pipe 1 I 1-1/4 I 1 � 177 0 � 177 0 3 Ericsson RRUS12/RRUS A2 � I � I 3 Raycap RCMDC-3315-PF-48 I I I I 3 CI Wireless VF13-30-96 � LPD-7905/8 w/Mount 6 Antel PiPe 12 1-5/8 1_ _ __ _ _J_ _. _ _ _ 1 RFS Celwave PAD8-65AC 95 0 95 0 1 E65 1 � -- --- _-I _--, -- _- 1 Pipe Mount[PM 601-1] --_-- --�---- - --I-- N otes: 1) Reserved equipment 2) Ebsting equipment to be removed;not considered in this analysis Table 3-Design Antenna and Cable Information Center Number ` Number Feed Mounting' Line of Antenna Antenna Model of Feed Line Level (ft); Elevation�Antennas' Manufacturer Lines Size(in) (ft) . -N/A � � tnxTower Report-version 6.1 4 1 I � ' � September 30, 2015 285 Ft Self Support Tower Structural Analysis CCI BU No 896298 Project Number 016-00010-00,Application 313160, Revision 0 Page 5 3)ANALYSIS PROCEDURE Table 4- Documents Provided Document Remarks Reference Source IETS Engineering Services Mapped Tower Drawings Project#: 2004-70893, Doc ID#: 1028647 Crown DMZ dated 10/11/04 Foundation Drawings GolderAssociates, Inc. Doc ID#• 2284739 Crown DMZ Job#: 013-3163, dated 04/24/01 Geotechnical Report GolderAssociates, Inc. Doc ID#: 403319 Crown DMZ Job#: 013-3163, dated 04/24/01 IETS Engineering Services Reinforcement Drawings Project#: 2005-70954, Doc ID#: 1136789 Crown DMZ dated 10/25/05 Reinforcement Drawings B&T Engineering Doc ID#: 1063786 Crown DMZ Project#: 79078, dated 05/06/08 3.1) Analysis Method tnxTower(version 6.1.4.1), 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. 3.2) Assumptions 1) All member connections are assumed to have been designed to meet or exceed the load carrying capacity of the connected member unless otherwise specified in this report. 2) All equipment model numbers, quantities, and centerline elevations are as provided in the CCI CAD package, dated 9/28/15 with any adjustments as noted below. a. The drawings show equipment at the 185' level. Per recent tower photos, no equipment is mounted at this level. The base level drawing has been updated and the tower modeled , accordingly This analysis may be affected if any assumptions are not valid or have been made in error. SSOE ', Group should be notified to determine the effect on the structural integrity of the tower 4)ANALYSIS RESULTS Table 5 -Section Capacity (Summary) Section Elevation(ft) Component Type Size Critical P(K� SF*P allow % pass/Fail No. Element (K) Capacity - - T1 288-279 Leg L5x5x1/2 2 -0.80 87 75 0.9 Pass T2 279-272 Leg L5x5x1/2 24 -2.36 124 74 1.9 Pass T3 272-259 Leg L5x5x1/2 46 -5.07 134.35 3.8 Pass T4 259-247 Leg L5x5x1/2 81 -13.34 143.90 9.3 Pass T5 247-237 Leg L8x8x5/8 118 -22.76 282.60 15 9�(b) Pass T6 237-232 Leg LSx8x5/8 139 -31 44 388.82 8.1 Pass T7 232-222 Leg L8x8x5/8 160 -36.39 388.82 9.4 Pass TS 222-210 Leg L8x8x5/8 197 -47.10 371.04 12'7 Pass 16.0(b) T9 210-195 Leg L8x8x5/8 234 -63.47 340 41 18.6 Pass tnxTower Report-version 6.1 4 1 i 4 September 30, 2015 285 Ft Self Support Tower Structural Analysis CC/BU No 816298 Project Number 016-00010-00,Application 393160, Revision 0 Page 6 Section Elevation(ft) Component Type Size Critical P(K) SF*P allow % Pass/Fail No. Element (K) Capacity T10 195-183 Leg L8x8x1 1/8 271 -90.33 642.24 30.7(b) Pass _ T11 183-171 Leg L8x8x1 1/8 308 -114 03 642.24 17.8 Pass � T12 171 -146 Leg L8x8x1 1/8 345 -141.80 380.00 37.3 Pass T13 146-122 Leg L8x8x3/4 2PL0.5x8 390 -197 04 788.33 25'0 Pass 51.6(b) T14 122-96 Leg LSx8x1 2PL0.5x8 459 -253.46 912.00 27'8 Pass 49.8(b) T15 96-72 Leg L8x8x12PL0.75x8 528 -317.46 806.79 39'3 Pass 49.9(b) T16 72-52 Leg L8x8x1 2PL0.625x8 597 -379.23 1046.93 59.6(b) Pass T17 52-32 Leg LSx8x1 2PL0.75x8 678 �33.26 1132.32 38'3 Pass 68.0(b) T18 32-0 Leg L8x8x1 2PL0.875x8 759 -435.16 1181 17 68 2'�b� Pass T1 288-279 Diagonal 2L21/2x2x1/4�C3/8 14 -0.58 24.08 2.4 Pass T2 279-272 Diagonal 2L21/2x2x1/4x3/8 33 -2.77 29.13 9.5 Pass T3 272-259 Diagonal 2L2 1/2x2 1/2x1/4x3/8 62 -7.25 23.40 31 0 Pass T4 259-247 Diagonal 2L2x2 1/2x1/4x3/8 99 -7 79 23.29 33.4 Pass T5 247-237 Diagonal 2L3X21/2x1/4x3/8 128 -7.94 28.62 27.8 Pass T6 237-232 Diagonal 2L3 1/2x2 1/2x5/16x3/8 149 -6.56 62.90 10.4 Pass T7 232-222 Diagonal 2L2 1/2x3x5/16x3/8 178 -10.28 54.26 18.9 Pass T8 222-210 Diagonal 2L2 1/2x3 1/2x1/4x3/8 215 -14.57 43.67 33.4 Pass T9 210-195 Diagonal 2L2 1/2x3 1/2x1/4x3/8 252 -20.46 32.93 62.1 Pass T10 195-183 Diagonal 2L31/2x4x1/4x3/8 289 -21.77 66.06 33.0 Pass T11 183-171 Diagonal 2L3x3 1/2x1/4x3/8 319 -25.12 44 09 57.0 Pass T12 171-146 Diagonal 2L3 1/2x5x3/8x3/8 356 �1.86 58.62 71 4 Pass T13 146-122 Diagonal 2L3 1/2x5x3/8x3/8 405 -42.73 101.21 42.2 Pass T14 122-96 Diagonal 2L3 1/2x5x5/16x3/8 474 �7 41 77.28 61.4 Pass T15 96-72 Diagonal 2L31/2x5x5/16x3/8 563 -5101 80.34 63.5 Pass T16 72-52 Diagonal 2L3 1/2x4x5/16x3/8 637 -47.81 78.49 60.9 Pass T17 52-32 Diagonal 2L31/2x4x5/16x3/8 718 -49.06 76.07 64.5 Pass T18 32-0 Diagonal 2L5x5x3/8x3/8 815 -86.97 167.68 51.9 Pass T2 279-272 Horizontal 2L21/2x2x1/4x3/8 32 -1.66 40.42 41 Pass T3 272-259 Horizontal 2L5x3x1/4x3/8 61 -3.29 73.48 5 2'�b� Pass T4 259-247 Horizontal 2L2 1/2x2x1/4x3/8 98 -4.08 36.11 11.3 Pass T5 247-237 Horizontal 2L3x21/2x1/4x3/8 127 -4.86 46.50 10.4 Pass T6 237-232 Horizontal 2L2 1/2x2x1/4x3/8 148 -5.27 31.07 17 0 Pass T7 232-222 Horizontal 2L5x3 1/2x3/8x3/8 177 -6.37 126.83 9 4'�b� Pass T8 222-210 Horizontal 2L3x2x1/4x3/8 214 -8.53 29.80 28.6 Pass T9 210-195 Horizontal 2L3XLx1/4x3/8 251 -11.67 25.89 45.1 Pass T10 195-183 Horizontal 2L5X�x5/16x3/8 281 -15.02 79.26 18.9 Pass T11 183-171 Horizontal 2L5x3 1/2x5/16x3/8 318 -17.32 93.31 18.6 Pass T12 171-146 Horizontal 2L3 1/2x2 1/2x1/4x3/8 355 -20.54 31 77 64.6 Pass T13 146-122 Horizontal 2L5x3 1/2x3/8x3/S 404 -23.44 93.14 25.2 Pass T14 122-96 Horizontal 2L4x3x1/4x3/8 473 -26.19 34 07 76.9 Pass T15 96-72 Horizontal 2L4x3 1/2x3/8x3/8 557 -30.86 41.94 73.6 Pass T16 72-52 Horizontal 2L3 1/2x2 1/2x1/4x3/8 630 -33.15 63.34 52.3 Pass tnxTower Report-version 6.1 4 1 .. s September 30, 2095 285 Ft Se/f Support Tower Structural Analysis CCI BU No 816298 Project Number 016-00010-00,Application 393160, Revision 0 Page 7 Section ' Critical SF*P_allow % No. Elevation(ft)'Component Type Size Element P�K� � (K) Capacity Pass/Fail T17 52-32 Horizontal 2L21/2x21/2x1/4x3/8 711 -34.80 45.49 76.5 Pass T18 32-0 ' Horizontal 2L6x4x3/Sx3/8 807 -65.81 106 79 61.6 Pass T1 288-279 Top Girt 2L3�Q 1/2x1/4X�/8 5 -0.22 55.48 0 5(b) Pass T3 272_25g Redund Horz 1 L2 1/2x2x1/4 63 -0.34 19.68 1.8 Pass Bracing T4 259-247 Redund Horz 1 ��Zx2x1/4 100 -0.23 18.39 1.2 Pass Bracing T7 232_222 Redund Horz 1 L2 1/2x2x1/4 182 -0.75 15.48 4.8 Pass Bracing T8 222-210 Redund Horz 1 L2 1/2x2x1/4 216 -1.33 13.65 9.7 Pass Bracing T9 210-195 Redund Horz 1 L2 1/2x2x1/4 246 -1 17 11.62 10.1 Pass Bracing T10 195-183 Redund Horz 1 2L2 1/2x2x1/4x3/8 290 -1.90 39.65 4.8 Pass Bracing T11 183-171 Redund Horz 1 L2x2 1/2x1/4 316 -1.71 8.41 20.4 Pass Bracing T12 171-146 Redund Horz 1 L2 1/2x2 1/2x1/4 353 -2.34 11 13 21.0 Pass Bracing T13 146-122 Redund Horz 1 L2 1/2x1 1/2x3/16 400 -3.02 5.23 57.8 Pass Bracing T14 �zz_gg Redund Horz 1 L2 1/2x1 1/2x3/16 469 -4.13 4.24 97.3 Pass Bracing � T15 gg_72 Redund Horz 1 L2x2 1/2x1/4 538 -7.95 8.62 92.3 Pass � Bracing T16 72_52 Redund Horz 1 2L2 1/2x2x1/4x3/8 615 -5.70 36.88 15.5 Pass Bracing T17 52-32 Redund Horz 1 2L2 1/2x2x1/4x3/8 689 -6.51 35.46 18.4 Pass Bracing T18 32-0 Redund Horz 1 2L2 1/2x2 1/2x1/4x3/8 771 -6.54 50.42 13.0 Pass Bracing T13 146-122 Redund Horz 2 L3x3x1/4 401 -3.02 8.63 35.0 Pass Bracing T14 122-96 Redund Horz 2 L3x3x1/4 476 -4 13 7.00 59.0 Pass � Bracing T15 gg_72 Redund Horz 2 L3x3x1/4 545 -0.76 5.71 13.3 Pass Bracing T16 72_52 Redund Horz 2 zL2 1/2x2 1/2x1/4x3/8 609 -5.70 13.41 42.5 Pass Bracing T17 52-32 Redund Horz 2 2L2 1/2x2 1/2x1/4x3/8 690 -6.51 11 74 55.5 Pass Bracing T18 32-0 Redund Horz 2 2L2 1/2x2 1/2x1/4x3/8 772 -6.54 36.28 1 S.0 Pass Bracing T18 32-0 Redund Horz 3 2L3x3x1/4x3/8 774 -6.54 29.69 22.0 Pass Bracing T3 z72_z5g Redund Diag 1 L2 1/2x2x1/4 60 -0.35 6.08 5.8 Pass Bracing T4 259-247 Redund Diag 1 L2 1/2x2x1/4 94 -0.20 6.57 3.0 Pass Bracing T7 232_222 Redund Diag 1 L2 1/2x2 1/2x1/4 183 -0.54 10.91 4.9 Pass Bracing T8 222-210 Redund Diag 1 L2 1/2x2 1/2x1/4 227 -1.04 826 12.6 Pass Bracing T9 210-195 Redund Diag 1 L2 1/2x2 1/2x1/4 257 -1.01 5.81 17.3 Pass Bracing T10 195-183 Redund Diag 1 2L2 1/2x2x1/4x3/8 287 -1.39 31 77 4.4 Pass Bracing T11 183-171 Redund Diag 1 L2 1/2x2 1/2x1/4 321 -1 18 6.70 17.6 Pass Bracing T12 171 -146 Redund Diag 1 2L2 1/2x2x1/4x3/8 358 -2.52 10.95 23.0 Pass tnxTower Report-version 6.1 4.1 � , September 30, 2015 285 Ft Seff Support Tower Structural Analysis CC/BU No 816298 Project Number 016-00010-00,Application 313160, Revision 0 Page 8 Section Elevation(ft) Component Type Size Critical P(K� SF*P_allow % pass/Fail No. Element (K) Capacity Bracing T13 146-122 Redund Diag 1 zL2 1/2x2x1/4x3/8 402 -2.86 24.91 11.5 Pass Bracing T14 122-96 RedundDiagl 2L21/2x2x1/4x3/8 471 -3.84 20.97 18.3 Pass Bracing T15 gg_72 Redund Diag 1 2L2 1/2x2x1/4x3/8 546 -6.51 22.08 29.5 Pass Bracing T16 72_52 Redund Diag 1 2L2 1/2x2x1/4x3/8 610 -3.98 25.56 15.6 Pass Bracing T17 52-32 RedundDiagl 2L21/2x2x1/4x3/8 691 -440 23.94 18.4 Pass Bracing T18 32-0 Redund Diag 1 2L2 1/2x2 1/2x1/4x3/8 773 -741 29.38 25.2 Pass Bracing T13 146-122 Redund Diag 2 2L2 1/2x2x1/4x3/8 409 -1.91 14.05 13.6 Pass Bracing T14 122-g6 Redund Diag 2 2L2 1/2x2x1/4x3/8 472 -2.58 11.62 22.2 Pass Bracing T15 gg_72 Redund Diag 2 2L2 1/2x2 1/2x1/4x3/8 547 -4.66 11.57 40.3 Pass Bracing T16 72_52 Redund Diag 2 2L2 1/2x2x1/4x3/8 611 -3.58 14.07 25.4 Pass Bracing T17 52-32 Redund Diag 2 ZL2 1/2x2x1/4x3/8 692 -4.00 12.87 31 1 Pass Bracing T18 32-0 Redund Diag 2 ZL3x3x3/16x3/8 775 -4.59 26.23 17.5 Pass Bracing T18 32-0 Redund Diag 3 ZL5x3 1/2x5/16x3/8 821 -45.49 80.30 56.6 Pass Bracing �, T12 171 -146 Redund Hip 1 2L3 1/2x3 1/2x1/4x3/8 362 -0.19 58.25 0.3 Pass Bracing T13 146-122 Redund Hip 1 ZL2 1/2x2 1/2x1/4x3/8 415 -0.46 39.44 1.2 Pass Bracing T14 �22-gg Redund Hip 1 ZL3x2 1/2x1/4x3/8 484 -0.46 46.25 1.0 Pass Bracing T15 gg_72 Redund Hip 1 ZL3x2 1/2x1/4x3/8 568 -0.43 47.29 0.9 Pass Bracing T16 72_9z Redund Hip 1 2L3x2 1/2x1/4x3/8 643 -0.30 41.14 0.7 Pass Bracing T17 52-32 Redund Hip 1 2L3x2 1/2x1/4x3/8 724 -0.31 38.36 0.8 Pass Bracing T18 32-0 Redund Hip 1 2L3x2 1/2x1/4x3/8 823 -0.89 53.34 1 7 Pass Bracing Redund Hip 2 T13 146-122 2L2 1/2x2 1/2x1/4x3/8 431 -0.22 12.03 1.8 Pass , Bracing T14 122-96 Redund Hip 2 2L3X2 1/2x1/4x3/8 500 -0.23 16.29 1 4 Pass Bracing T15 gg_72 Redund Hip 2 2L3x2 1/2x1/4x3/8 569 -0.22 13.28 1.6 Pass Bracing T16 72_52 Redund Hip 2 ZL3x2 1/2x1/4X3/8 644 -0.15 11 19 1.3 Pass Bracing T17 52-32 Redund Hip 2 ZL3�Q 1/2x1/4x3/8 725 -0.15 9.80 1.6 Pass Bracing � T18 32-0 Redund Hip 2 2L2 1/2x2x1/4x3/S 824 -0.41 17.56 2.3 Pass Bracing � T18 32-0 Redund Hip 3 2L3x2 1/2x1/4x3l8 851 -0.23 14 00 1.7 Pass Bracing T12 171 -146 Redund Hip 2L3 1/2x3 1/2x1/4x3/8 372 -0.28 17 01 1 7 Pass Diagonal Bracing � T13 146-122 Redund Hip zL3 1/2x3 1/2x1/4x3/8 432 -0.64 34 18 1.9 Pass Diagonal Bracing T14 122-96 RedundHip 2L21/2x2x1/4X3/8 501 -0.57 9.20 6.2 Pass Diagonal Bracing tnxTower Report-version 6.1 4 1 ' . September 30, 2015 285 Ft Self Support Tower Structural Analysis CC/BU No 816298 � Project Number 016-00010-00,Application 313160, Revision 0 Page 9 Section Critical SF*P allow % Elevation(ft) Component Type Size P(K) Pass/Fail No. Element (K) Capacity T15 96-72 Redund Hip ZL2 1/2x2x1/4x3/8 570 -0.52 8.41 6.2 Pass Diagonal Bracing T16 72-52 Redund Hip 2L2 1/2x2x1/4x3/8 646 -0.14 3.51 4 1 Pass Diagonal Bracing T17 52-32 Redund Hip 2L2 1/2x2x1/4x3/8 727 -0.14 3.10 4.6 Pass Diagonal Bracing T18 32-0 RedundHip 2L21/2x2x1/4x3/8 825 -1.18 14.49 8.1 Pass Diagonal Bracing T18 32-0 Redund Sub Horz 2L5x5x3/8x3/8 822 -46.28 108.54 42.6 Pass Bracing T18 32-0 Redund Sub zL5x3 1/2x5/16x3/8 830 -62.87 100.13 62.8 Pass Diagonal Bracing T1 288-279 Inner Bracing L3x3x1/4 13 -0.00 7.92 0.2 Pass ' T2 279-272 Inner Bracing L3x3x1/4 42 -0.00 6.33 0.2 Pass � T3 272-259 Inner Bracing L3x3x1/4 79 -0.00 5.40 0.3 Pass T4 259-247 Inner Bracing L3x3x1/4 116 -0.00 4.14 0.3 Pass T5 247-237 Inner Bracing L3x3x1/4 137 -0.00 3.33 0.3 Pass T6 237-232 Inner Bracing L3x3x1/4 158 -0.00 2.83 0.4 Pass T7 232-222 Inner Bracing L4x4x1/4 195 -0.01 6.36 0.4 Pass T8 222-210- Inner Bracing L4x4x1/4 232 -0.01 5.50 0.4 Pass I T9 210-195 Inner Bracing L2x3x1/4 268 -0.03 1 72 1.6 Pass � T10 195-183 Inner Bracing L7x4x3/8 306 -0.01 9.75 0.7 Pass T11 183-171 Inner Bracing L3 1/2x2 1/2x1/4 340 -0.04 2.35 1.8 Pass T12 171 -146 Inner Bracing L3x3x1/4 385 -0.09 2.45 3.9 Pass �i T13 146-122 Inner Bracing L5x3x1/4 454 -0.13 3.24 4.0 Pass T14 122-96 Inner Bracing L3 1/2x3 1/2x1/4 523 -0.14 2.51 5.7 Pass T15 96-72 Inner Bracing 2L2x2 1/2x1/4x3/8 592 -0.15 1.88 8.0 Pass T16 72-52 Inner Bracing 2L2 1/2x2 1/2x1/4x3/8 669 -0.13 2.98 4 4 Pass T17 52-32 InnerBracing 2L21/2x3x1/4x3/8 749 -0.15 2.76 5.3 Pass T18 32-0 Inner Bracing 2L4x3x5/16x3/8 866 -0.03 5.52 1 1 Pass Summary Leg(T18) 68.2 Pass Diagonal �� 4 Pass (T12) Horizontal �6.9 Pass (T14) Top Girt 0.5 Pass (T1) Redund Horz 1 9�3 Pass Bracing ' (T14) Red und Horz 2 139.4 Fail Bracing I (T15) , Redund Horz 3 22 0 Pass Bracing (T18) Redund Diag 1 29 5 Pass Bracing (T15) Redund 40.3 Pass Diag 2 tnxTower Report-version 6.1 4 1 I a c September 30, 2015 285 Ft Self Support Tower Structural Ana/ysis CC18U No 816298 Project Number 016-00090-00,Application 313160, Revision 0 Page 10 Section Critical SF*P allow % No. Elevation(ft) Component Type Size Element P�K� (K) Capacity Pass/Fail Bracing (T15) Redund Diag 3 56.6 Pass Bracing R�$) Redund Hip 1 Bracing 1 7 Pass (T18) Redund Hip 2 Bracing 2.3 Pass (T18) Redund Hip 3 Bracing 1 7 Pass (T18) Redund Hip Diagonal $1 Pass Bracing (T18) Redund Sub Horz 42.6 Pass Bracing (T18) Redund Sub Diagonal 62.8 Pass Bracing C►'�$) Inner Bracing 8.0 Pass (T15) Bolt Checks 68.2 Pass Rating= 97.3 Pass Table 6 -Tower Component Stresses vs. Capacity—LC7 Notes Component Elevation (ft) ! %Capacity Pass/Fail � 1 � Anchor Rods I 53.8% I Pass 1 Foundation (Structural) 89.5% Pass 1,2 Foundation (Soil Interaction) 103 3% Pass Structure Rating (max from all components)= 103.3%�2� N otes: - — - -- - ----—- — -- 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 2) A foundation-soil interaction rating of 110% or less is within engineering tolerances for foundations and is considered acceptable. • 4.1) Recommendations The existing tower and its foundations are sufficient for the proposed loads and do not require modifications. tnxTower Report-version 6.1.4.1 . , September 30, 2015 285 Ft Self Support Tower Structural Analysis CC/BU No 816298 Project Number 016-00010-00, Application 313160, Revision 0 Page 11 I 5) DISCLAIMER OF WARRANTIES SSOE Group has not performed a site visit to the tower to verify member sizes or antenna/coax loading. SSOE Group shall be contacted immediately if the existing conditions are not as represented on the tower elevation contained in this report in order to evaluate the significance of the discrepancy. SSOE Group has not performed a condition assessment of the tower foundation. This report does not replace a full tower inspection The engineering services rendered by SSOE Group in connection with this structural analysis are limited to an analysis of the tower structure and theoretical capacity of its main structural members. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as part of our work. We recommend that material of suitable size and strength be purchased from a reputable tower manufacturer. SSOE Group makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. SSOE Group will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data contained in this report. The maximum liability of SSOE Group pursuant to this report will be limited to the total fee received for preparation of this report. ( i tnxTower Report-version 6.1 4 1 � ' September 30, 2015 285 Ft Self Support Tower Structural Analysis CC/BU No 816298 P�oject Number 016-00010-00,Application 313160, Revision 0 Page 12 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 6.1 4 1 t , zee.o n Q �m — SYMBOL LIST F o LL Z d 4 � m z�s.o n \ MARK SIZE MARK SIZE ' Z Z r�' � A LB�xI 2PL0.625�c8 K 2LS7Glxt/416/8 �N � �� m 272_0 ft ° \ B L8�x1 2PL0.75x8 L 2L5�(3 1!D(3/8X�/8 �` x C 2L21/Dmc1/4X�l8 M 2LSX3x5/16X3/8 �� Y� a \ ci � �r D 212 1/DQ i12�c1/47618 N 2LSXS 1lDt5/16Xb/8 � S� x � 259_0 ft E 2L2�Q 1/2�c1/4lC,ilB O 2L3 1/D2 12x1l4X3/8 � v�`i ' F 2L3X2 1/?x1/47Gi/8 P LDQ 7l2x1/4 w � `� `� J � � r � G 2L3 1/DQ 1/2x5/16�CJ/8 Q L2 112�¢1/dc1/4 247.0 ft H 2L21IDc3x5/i6X.1/8 R L31/bQ 1/bc1/4 rn o I 2L3 7lDc4x1l47CJ/8 S 2L2 1/DC3x1/4Xil8 � LL LL � 4 a� � J 2L3X.i 1l2x114X3/8 T 1@ 5 z z ` 237.0 fl � � � �'- ^ zaz o n MATERIAL STRENGTH � o � I I I�I GRADE Fy Fu GRADE Fy Fu F� x � � ' � „ N � �p K A572-50 50 ksi 65 ksi x v x / m � x � � / \/ ' �J p �� °� ' �j TOWER DESIGN NOTES , N a� � ` zm_o n �� / u O � �� 1 Tower is located in Pasco County,Florida. �� a N� � � 2. Tower designed for E�osure C to the TIA-222-G Standard. � � H N� „ • � � gD° 3. Tower designed for a 106 mph basic wind in accordance with the TIA-222-G Standard. N � 4. Deflections are based upon a 60 mph wind. �ss_o n 5. Tower Structure Class II. � N � � � i B � 6. Topographic Category 1 with Crest Height of 0.00 ft - — `° ° � � H � 7 TOWER RATING:97.3% � 163.0 ft �� za d � °D �— N � i�to n m � � / " < < � J x N � N \ � �N n � I o� zz � � m{� J \ % � O X � �46_0 K i �H X N � � ❑ X�� / , � a� ¢Z°�° a N a �,'"f `p" � � �N F a � � a I X !� J �M�c J N N ��.Oft � � , m \ / N \ O v a p� � � � � / �N \ a � � � K m � / i J b N � r' J K �.�H a I X % \ N � � / N p� r J X� Q �j F N N `+`�N � � N I7 / � ^ � x c� � (`�y J J J N N 720� � \ / � �a �° o m ° ALL REACTIONS � � ARE FACTORED � � SZ.O ft � � ; � �� MAX.CORNER REACTIONS AT BASE. � � � � DOWN: 568 K �m � o � N � � SNEAR� 101 K 32.0 fl UPLIFT -441 K � ��'`./� SHEAR 85 K � � x �� m � �, ,� � AXIAL F9 � ��S �X��° � � ` 288K & � �� , K N N� �N�� \� i SHEAR MOMENT � � N N N 251 K 33637 kip-ft 0.0 K o TORQUE 177Wp-ft � REACTIONS-106 mph IMND " — �' s� � a� �' A� �bb� L�� _ � � o� Nx� 'ar'ninm � c a, u a,o, �' ��a ava °' a— tll J J 0 �H=d' R 2' K 5 li#2i SSOE Group ob�BU 816298-ZEPHYRH/LLS 320 Seven Springs Way,Suite 350 PfOfe`�'016-00010-00 Brentwood,TN 37027 0°e"` ca ��bY'15430 �Pd' Phone: (615)661-7585 code: TIA-222-G oate:09/30/15 scale: NTS FAX. 615 661-7569 P�h'cw��sa3o,ogno Taveea�8U816Z9855Rmm\W amr,e�msawomwsoE °�"9 NO'E-1 r � • Feed Line Distribution Chart ��2�� Round Flat App In Face App Out Face Truss Leg Face A Face B Face C Face D zes.00 zee.00 265.00 285.00 285.00 279.00 '-"-'-------------------------------------'------'-279.00 ----------------------------------------'- -- 277.00 -----------'-----------------------------'----- 277.00 --'-------------------------------------------' 277.00 --- ------''--------------------------------- ---�va----------'------------ -------------- -------- -�rso�--------------------------------'--------'--'--------zrsv�------'-----------------------------------------'- ----'-----'------'----'------'--------------- - ' ---------------------- - � -------------------------------------'--------'--'- ' --'------------'-----------------'-----'-'---'---" 272.00 -- -------- --- ----'--- - 272.00 259.00 259.00 247.00__ """" "' """" ' """"""247.00 '--'-------------'---'-'-----------'-- --- -------'-'-------_-' - ""----'-"-------'-'-'-----'------'-'--'---'-"-- ---'----'--------------------'--'-----' 237.00______'_'___'___'_"""""""""""""' "' """"""""""" _"""' "' """" ' """""""""""""_"""""""""""" """""""""""""_"""""""_""""237.00 232.00 232.00 _''-------'------"----""-"-"--""-'-" --- "-----'-"'----"---- --'--'--' --- --'-"" ' "---'-----"'---'---------'------"---------'--'--- ---'--"-"-----'-------"---'-'-"_'--'-----'--- 227.00 227.00 727.00 "'""""""""""""""""""'_"' '_ ______________'______ _________ ___ ______'_ _ _________"'_"'_____________'___________________ __________""__"_"_____"""""''_'__""' 222.00 722.00 ' 215.00 215.00 215.00 "'__"""'_'___"__""""__'______""' "_ ___""""'_""__" "'_"" "' """" ' """"""""""'_""' ""' ""' "" " """"""""""""""""""' """""" 210.00"' _ ________ ___ ___'_"_ _ _'__ _____ '___ '_ 210.00 ----'--'---'--"--"-"""'-'--'-----"- ' --'-----'---'--------- - ----'--"-""'----------' - """-"-"-----'----------------'--'-----"'-'--- "' 203.00 "'"" """" "'"" 203.00 "" "_'_ _"' _ 203.00 195.00 __ 194.00 """" "- -'-'-"-- ---'-'- 194.00 --- '-"--' 194.00 195.00 -"' """'""""""""""""""""" ' ' '__ ___ _ _ _______""""'_________' ' _____ """"""""""_""""""""""""""- 183.00 183.00 ' -_' """'""'___'_""""""____'_'_"'_ ___ _ '__ _"_._-_ __ __"'___ "_ """" ' _""' ""' "_'""' ""' "_' ""'" """""""""__"_"""""' '___"______ nzoo m.00 m.00 -------------------------- ------- ------ --- - --- ------- --- --------- --- -------- - ------- ----- ---------- ----- ----- ---- -- ------------------------------------------------- ��.00 m.00 I -------------------------- --------------- --- - --- -------- --- --------- --- ---- --- - ------- ----- ---------------- --- ------- ------------------------------------- ------------- Y� w a �� io a`� u � Q .. ' _ � e� �. 0 146.00`° 7 C.. __"""'""" °' ___V' � C � "'_'_' " _' _ ' __ ' """""" """""""""""""""'"" "'""'" 146.00 � "'�„"""""""' """""" "' ' po- F Q-o.-�_ _ "" ' ' "' - ,� ""' ' _ '""'" "" y.+ _ � o a o � � _ � � ¢ � E N I�i W LL �j G� 9 d ,� 9 � � " W � o W �, ' � g a LL �zz.00 � � �zz.00 ---- -----------------•�-----------•--- - - ----�- --- --------- --- -------- - ----� - --- �-a- -a- � --- a -------------- �-------------- --- � ---- - ---a � ! � � LL m a � Q Q (j � m N � � � Qo � � � Q � u�l Q � � � Q c N � °� .'.. �' LL m Q Q u�i a lrpL N � J .� � � `-' N C N N Z � J J m Q �p5 d O � - n � LL Q K � U N ` � a � v o LL LL � �O . � I� � IL � ❑ 96.00 �----� � - 95.00 - �- a- � --- ------- --- 95.00 --`�'- -�- - ------ -'�- -'a- :fu'. = 95.00 96_00 "'""""""c""''' ""`""""' '' _ "_ " """" _________'__� __'v''"""' "' ' " s"' ' "" """" '"" "' ""'""'"" w an ' """"__' """"""_________ ________ � � "r.,"' 0 2 .�.. N "'"� "N" O Q C a 1� �ll � N ¢ O N LL � � LL 'o � O n N F 2 � 72_00"' """'"'""__"'"'"""4�' """""" ""'"""" "" ' ""' '"'"""" "' '""' ""' """ '"'"'""' " "''"__ """'" '"""' "_"' '""" "_ ' _______"""""___________""____'""__'" 7200 "' "' " ' ' "- � J Q U � 52.00 ----'-"---'--"----- ------- "-"" "'"" --- �-- --'"'- --'--_ ""- ---'-"--' -'--- '---' -' S2.00 -"' ' "' ' "' ' - ___ ___ _ _ "._' """"""""""_"""""""' """"""- � � m w 32_00__."_'_''__"""""' """' """' "' ' _' """" "' "" "' "' """" ' """' ""' ""'""' ""' ""' " """' """""_"""" """' 3200 " " " "'"' " "' "- 8.00 8.00 8.00 0.00 0.00 SSOE Group ob�BU 816298-ZEPHYRHILLS 320 Seven Springs Way,Suite 350 PfO��'O1G-0OO10-OO Brentwood,TN 37027 011ef"� cci orawnby:15430 �Pd' Phone: (615)661-7585 code: TIA-222-G �aLe'09/30/15 S�1e' NTS FAX: 615 661-7569 Fath ,�„��a,�„ssa�,,,,,, ,,.,a„7„e„o„:�» Dwg N°'EJ , S Job Page tnxTowe� BU 816298-ZEPHYRHILLS 1 of 68 I� SSOE Grottp Project Date 320 Seven Springs Way,S:�ite 350 016-00010-00 09:46.34 09/30/15 Brennvood,TN37027 Client Designed by Phone. (615)66/-7585 CCI 15430 FAX. (615)661-7569 � Tower Input Data The main tower is a 4x free standing tower with an overall height of 288.00 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 10.00 ft at the top and 48.00 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Pasco County,Florida. Basic wind speed of 106 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. � Deflections calculated using a wind speed of 60 mph. TOWER RATING: 97.3%. A non-linear(P-delta)analysis was used. 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 Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals � Assume Rigid Index Plate � Calculate Redundant Bracing Forces Use Moment Magnification � Use Clear Spans For Wind Area Ignore Redundant Members in FEA � Use Code Stress Ratios Use Clear Spans For KL/r � SR Leg Bolts Resist Compression � Use Code Safety Factors-Guys Retension Guys To Initial Tension � All Leg Panels Have Same Allowable Escalate Ice � Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz � Use Azimuth Dish Coefficients � Consider Feedline Torque Use Special Wind Profile � Project Wind Area of Appurt. � Include Angle Block Shear Check - -- - -- - - -- - -- -- - Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles � � Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction , � Secondary Horizontal Braces Leg � Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) � Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Use TIA-222-G Tension Splice Capaciry Exemption � ' Job Page tnxTowe� BU 816298-ZEPHYRHILLS 2 of 68 SSOE Gro�rp Project Date 320 Seven Springs Way,S:rite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone. (615)661-7585 CCI 15430 FAX. (615)661-7569 Leg A Leg B Face B Wind 90 y X � u`0 Z r � + � L D Face D L c C D�� a Wind 0 Square Tower Tower Section Geometry Totiver Totiver Assembly Description Section Ntrmber Section Section Elevation Database Width of Length Sections jt ft ,>t T 1 288.00-279.00 10 00 1 9.00 T2 279.00-272.00 1119 1 7.00 T3 272.00-259.00 12.11 1 13 00 T4 259.00-247 00 13 83 I 12.00 TS 247.00-237.00 15 41 1 10 00 T6 237.00-232.00 16.73 1 5.00 T7 232.00-222.00 1739 1 10 00 T8 222.00-210.00 18.71 1 12.00 I T9 210.00-195.00 20.29 1 15.00 T]0 195.00-183.00 22.27 1 12.00 i T 11 183.00-171.00 23 85 1 12.00 I T12 171.00-146.00 25 44 I 25 00 T 13 146.00-122.00 28.74 1 24.00 T 14 122.00-96.00 31.90 1 26.00 T15 96.00-72.00 3533 1 24.00 T16 72.00-52.00 38.50 1 20.00 T17 52.00-32.00 4114 1 20.00 T 18 32.00-0.00 43 78 1 32.00 • 1 Job Page tnxToweY BU 816298 -ZEPHYRHILLS 3 of 68 SSOE Grottp Project Date i 320 Seven Springs Way,S:rite 350 016-00010-00 09�46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone. (615)661-7585 CC� FiLY. (615)661-7569 15430 Tower Section Geometry (cont'd) Toiver Totiver Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type KBrace Horr�ontals Offset Of/�set Encl ft ,ft Panels in in T 1 288.00-279.00 9.00 K Brace Down No Yes 0.00 0.00 T2 279 00-272.00 7 00 K Brace Down No Yes 0 00 0.00 T3 272.00-259.00 13 00 Kl Down No Yes 0 00 0.00 T4 259 00-247.00 12.00 Kl Down No Yes 0 00 0.00 TS 247.00-237.00 10.00 K Brace Down No Yes 0.00 0.00 T6 237.00-232.00 5 00 K Brace Down No Yes 0 00 0.00 T7 232.00-222.00 10 00 Kl Down No Yes 0 00 0.00 T8 222.00-210.00 12.00 Kl Down No Yes 0 00 0.00 T9 210.00-195.00 15 00 Kl Down No Yes 0.00 0.00 T10 195.00-183.00 ]2.00 Kl Down No Yes 0.00 0.00 T11 183 00-171.00 12.00 KI Down No Yes 0.00 0.00 T12 171.00-146.00 25 00 Kl Down No Yes 0.00 0.00 T13 146.00-122.00 24.00 K2 Down No Yes 0.00 0.00 T14 122.00-96.00 26.00 K2 Down No Yes 0.00 0.00 T15 96.00-72.00 24 00 K2 Down No Yes 0.00 0.00 T16 72.00-52.00 20.00 K2A Down No Yes 0.00 0.00 T17 52.00-32.00 20 00 K2A Down No Yes 0.00 0.00 T18 32.00-0.00 32.00 Portal No Yes 0.00 0.00 Tower Section Geometry (cont'd) Totiver Leg Leg Leg Diagona! Diagonal Dragonal Elevafion Type Sr�e Grade Type Si.-e Grade � Tl 288.00-279 00 Equal Angle LSx5x1/2 A572-50 Double Angle 2L2 I/2x2x1/4�/8 A572-50 (50 ksi) (50 ksi) T2 279 00-272.00 Equal Angle LSx5x1/2 A572-50 Double Angle 2L2 1/2�x1/4�/8 A572-50 (50 ksi) (50 ksi) T3 272.00-259 00 Equal Angle LSs5x112 A572-50 Double Angle 2L2 I/2x2 1/2x1/4x3/8 A572-50 (50 ksi) (50 ksi) T4 259 00-247 00 Equal Angle LSx5x1/2 A572-50 Double Angle 2L2x2 1/2x1/4x3/8 A572-50 (50 ksi) (50 ksi) TS 247.00-237.00 Equal Angle L8x8x5/8 A572-50 Double Angle 2L3x2 1/2x1/4x3/8 A572-50 (50 ksi) (50 ksi) T6 237.00-232.00 Equal Angle L8x8x5/8 A572-50 Double Angle 2L3 I/2x2 1/2�c5/16x3/8 A572-50 (50 ksi) (50'ksi) T7 232.00-222.00 Equal Angle L8x8x5/8 A572-50 Double Angle 2L2 1/2x3x5/16x3/8 A572-50 (50 ksi) (50 ksi) T8222.00-210.00 EqualAngle L8x8x5/8 A572-50 DoubleAngle 2L21/2ac31/2x1/4�c3/8 A572-50 (50 ksi) (50 ksi) T9 210.00-195 00 Equal Angle L8x8x5/8 A572-50 Double Angle 2L2 1/2�1/2x1/4x3/8 A572-50 (50 ksi) (50 ksi) Tl0 EqualAngle L8x8x11/8 A572-50 DoubleAngle 2L31/2x4x1/4�c3/8 A572-50 195 00-183.00 (50 ksi) (50 ksi) � T11 EqualAngle L8x8x11/8 A572-50 DoubleAngle 2L3x31/2x1/4x3/8 A572-50 183 00-171.00 (50 ksi) (50 ksi) T12 EqualAngle L8x8x11/8 A572-50 DoubleAngle 2L31/2x5x3/8x3/8 A572-50 171.00-146.00 (50 ksi) (50 ksi) T13 Arbitrary Shape L8x83c3/4 2PLO.Sx8 A572-50 Double Angle 2L3 1/2x5x3/8x3/8 A572-50 146.00-122.00 (50 ksi) (50 ksi) T14122.00-96.00ArbitraryShape L8x8x12PL0.5x8 A572-50 DoubleAngle 2L31/2x5x5/16x3/8 A572-50 (50 ksi) (50 ksi) T15 96.00-72.00 Arbitrary Shape L8x8x1 2PL0 75x8 A572-50 Double Angle 2L3 1l2x5x5/16x3/8 A572-50 (50 ksi) (50 ksi) � . ' Job Page �nx.Towe� BU 816298-ZEPHYRHILLS 4 of 68 SSOE Grottp Project Date 320 Seven Sprrngs Way,Suite 350 016-00010-00 09:46.34 09/30/15 Brentrvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Toiver Leg Leg Leg Diagona! Diagonal Diagonal Elevation Type Si=e Grade Type Sr=e Grade .� T16 72.00-52.00 Arbitrary Shape L8x8x1 2PL0.625x8 A572-50 Double Angle 2L3 1/2x4x5/16�/8 A572-50 (50 ksi) (50 ksi) T17 52.00-32.00 Arbitrary Shape L8x8x1 2PL0 75x8 A572-50 Double Angle 2L3 1/2x4x5/16x3/8 A572-50 (50 ksi) (50 ksi) T18 32.00-0 00 Arbitrary Shape L8x8x1 2PL0.875x8 A572-50 Double Angle 2LSx5x3/8�c3l8 A572-50 (50 ksi) (50 ksi) Tower Section Geometry (cont'd) Tower Top Girt Top Girt Top Girt Botrom Girt Bottom Girt Bottom Girt Elevation Type Sr=e Grade Type Sr=e Grade f � T1288.00-279.00 DoubleAngle 2L3x21/2x1/4x3/8 A36 FlatBar A36 (36 ksi) (36 ksi) Tower Section Geometry (cont'd) Tower No. Mid Girt Mid Girt Mid Girt Hori�onta! Hori�ontal Horisontal Elevation of Type Si�e Grade Type Si�e Grade Mid ft Girts T1288.00-27900 None F1atBar A36 DoubleAngle 2L3�1/2x1/4�c3/8 A36 (36 ksi) (36 ksi) T2 279 00-272.00 None Flat Bar A36 Double Angle 2L2 I/2x2x1/4�/8 A36 (36 ksi) (36 ksi) T3 272.00-259.00 None Flat Bar A36 Double Angle 2LSx3x1/4x3/8 A36 (36 ksi) (36 ksi) T4 259.00-247.00 None Flat Bar A36 Double Angle 2L2 1/2x2x1/4x3/8 A36 (36 ksi) (36 ksi) TS 247 00-237 00 None Flat Bar A36 Double Angle 2L3x2 1/2x1/4x3/8 A36 (36 ksi) (36 ksi) T6 237 00-232.00 None Flat Bar A36 Double Angle 2L2 1/232x1/4�c3/8 A36 (36 ksi) (36 ksi) T7 232.00-222.00 None Flat Bar A36 Double Angle 2LSx3 1/2x3/8x3/8 A36 (36 ksi) (36 ksi) T8 222.00-210.00 None Flat Bar A36 Double Angle 2L3x2x1/4x3l8 A36 (36 ksi) (36 ksi) T9 210 00-195.00 None Flat Bar A36 Double Angle 2L3x2x1/4�/8 A36 (36 ksi) (36 ksi) T10 None Flat Bar A36 Double Angle 2LSx3x5/16�c3/8 A36 195.00-183.00 (36 ksi) (36 ksi) T11 None Flat Bar A36 Double Angle 2LSx3 1/2x5/16x3/8 A36 183.00-171.00 (36 ksi) (36 ksi) T12 None FlatBar A36 DoubleAngle 2L3]/2x21/2x1/4x3/8 A36 171 00-146.00 (36 ksi) (36 ksi) T13 None Flat Bar A36 Double Angle 2LSx3 1/2�/8�c3/8 A36 146.00-122.00 (36 ksi) (36 ksi) T14122.00-96.00 None F1atBar A36 DoubleAngle 2L4�c3x1/4x3/8 A36 (36 ksi) (36 ksi) ' T15 96.00-72.00 None Flat Bar A36 Double Angle 2L4x3 1/2x3/83c3/8 A36 (36 ksi) (36 ksi) T16 72.00-52.00 None F1at Bar A36 Double Angle 2L3 1/2x2 1/2x1/4x3/8 A36 (36 ksi) (36 ksi) T17 52.00-32.00 None F1atBar A36 Double Angle 2L2 1/2x2 1/2x1/4x3/8 A36 ; - - 1 . � i Job Page tnxTowe� BU 816298-ZEPHYRHILLS 5 of 68 SSOE Group Project Date 320 Seven Springs Way,S:�ite 350 016-00010-00 09:46�34 09/30/15 , Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Tower No. Mid Girt Mid Girt Mid Girt Hori�ontal Hori�ontal Hori�onta! Elevatron of Type Sr=e Grade Type Si:e Grade Mid ft Girts (36 ksi) (36 ksi) T18 32.00-0.00 None Flat Bar A36 Double Angle 2L6x4x3/8x3/8 A36 (36 ksi) (36 ksi) Tower Section Geometry (cont'd) Totiver Secondary Secondary Horz:ontal Secondary /nner Bracing /nner Bracing Si=e lnner Bracing Elevation Hori�onta!Type Si:e Hori�ontal Type Grade Grade � TI 288.00-279 00 Equal Angle A36 Single Angle L3x3x1/4 A36 (36 ksi) (36 ksi) T2 279 00-272.00 Equal Angle A36 Single Angle L3x3x1/4 A36 (36 ksi) (36 ksi) T3 272.00-259 00 Equal Angle A36 Single Angle L3�x1/4 A36 (36 ksi) (36 ksi) T4 259 00-247 00 Equal Angle A36 Single Angle L3x3x1/4 A36 (36 ksi) (36 ksi) TS 247 00-237 00 Equal Angle A36 Single Angle L3x3x1/4 A36 (36 ksi) (36 ksi) T6 237 00-232.00 Equal Angle A36 Single Angle L3x3x1/4 A36 (36 ksi) (36 ksi) T7 232.00-222.00 Equal Angle A36 Single Angle L4x4x1/4 A36 (36 ksi) (36 ksi) T8 222.00-210.00 Equal Angle A36 Single Angle L4x4x1/4 A36 (36 ksi) (36 ksi) T9 210 00-195.00 Equal Angle A36 Single Angle L2�c3x1/4 A36 (36 ksi) (36 ksi) T10 Equal Angle A36 Single Angle L7x4x3/8 A36 195 00-183.00 (36 ksi) (36 ksi) TI1 Equa]Angle A36 Single Angle L3 1/2x2 1/2x1/4 A36 183 00-171.00 (36 ksi) (36 ksi) T12 Equal Angle A36 Single Angle L3x3x1/4 A36 171.00-146.00 (36 ksi) (36 ksi) T13 Equal Angle A36 Single Angle LSx3x1/4 A36 146 00-122.00 (36 ksi) (36 ksi) T14 122.00-96.00 Equal Angle A36 Single Angle L3 1/2x3 1/2x1/4 A36 (36 ksi) (36 ksi) T15 96.00-72.00 Equal Angle A36 Double Angle 2L2n2 1/2x1/4x3/8 A36 (36 ksi) (36 ksi) T16 72.00-52.00 Equal Angle A36 Double Angle 2L2 1/2�c2 I/2x1/4x3/8 A36 (36 ksi) (36 ksi) T17 52.00-32.00 Equal Angle A36 Double Angle 2L2 1/2x3x1/4x3/8 A36 (36 ksi) (36 ksi) T18 32.00-0.00 Equal Angle A36 Double Angle 2L4ac3x5/16�/8 A36 (36 ksi) (36 ksi) . ' Job Page tnxTowe� BU 816298 -ZEPHYRHILLS 6 of 68 SSDE Grottp Project Date 320 Seven Springs Way,S:�ite 350 016-00010-00 09:46�34 09/30/15 Brentwood,77V37027 Client Designed by Phone: (615)661-7585 CC� FAX.• (615J 661-7569 15430 Tower Section Geometry (cont'd) Totiver Red:�ndant Red:rndant Red:rndant K Factor Elevation Bracing Type Si�e Grade n T3 A36 Horizonhl(1) Single Angle L2 1/2x2x1/4 1 272.00-259.00 (36 ksi) Diagonal(1) Single Angle L2 1/2x2x1/4 1 T4 A36 Horizontal(1) Single Angle L2 1/2x2x1/4 1 259.00-247.00 (36 ksi) Diagonal(1) Single Angle L2 1/2�c2x1/4 1 T7 A36 Horizontal(I) Single Angle L2 1/2ac2x1/4 1 232.00-222.00 (36 ksi) Diagonal(1) Single Angle L2 1/2x2 1/2x1/4 I T8 A36 Horizontal(1) Singie Angle L2 1/2x2x1/4 1 i 222.00-210.00 (36 ksi) Diagonal(1) Single Angle L2 1/2x2 1/2x1/4 I T9 A36 Horizontal(1) Single Angle L2 1/2x2x1/4 1 ' 210.00-195.00 (36 ksi) Diagonal(1) Single Angle L2 1/2�1/2x1/4 I TIO A36 Horizontal(1) Double Angle 2L2 1/2�2x1/4x3/8 1 I 195.00-183.00 (36 ksi) Diagonal(1) Double Angle 2L2 1l2x2x1/47c3/8 1 I TI1 A36 Horizontal(1) Single Angle L2x2 1/2x1/4 I 183.00-171.00 (36 ksi) Diagonal(1) Single Angle L2 1/2x2 I/2x1/4 I T12 A36 Horizontal(1) Single Angle L2 1/2x2 1/2x1/4 I 171.00-146.00 (36 ksi) Diagonal(1) Double Angle 2L2 1/2�x1/4x3/8 1 Hip(1) Double Angle 2L3 1/2x3 1/2x1/4x3/8 I Hip Diagonal 2L3 1/2x3 1/2x1/4x3/8 1 T13 A36 Horizontal(1) Single Angle L2 1/2x1 1/2x3/16 I 146.00-122.00 (36 ksi) Horizonhl(2) L3x3x1/4 Diagonal(1) Double Angle 2L2 1l2x2x1/4x3/8 I Diagonal(2) 2L2 1/2x2x1/4x3/8 Hip(1) Double Angle 2L2 1/2�1/2x1/4x3/8 1 I, Hip(2) 2L2 1/2x2 1l2x1/4x3/8 ! Hip Diagonal 2L3 1/2x3 1/2x1/4x3/8 1 T14 A36 Horizonhal(1) Single Angle L2 1/2x1 1/2x3/16 1 122.00-96.00 (36 ksi) Horizontal(2) L3x3x1/4 I Diagonal(I) DoubleAngle 2L21/2x2x1/4x3/8 1 Diagonal(2) 2L2 I/2x2x1/4�c3/8 � Hip(1) Double Angle 2L3x2 1/2x1/4x3/8 1 I Hip(2) 2L3x2 1/2x1/4x3/8 Hip Diagonal 2L2 1/2x2x1/4�/8 1 I T15 A36 Horizonhl(1) Single Angle L2x2 1/2x1/4 1 96.00-72.00 (36 ksi) Horizontal(2) L3x3x1/4 Diagonal(1) Double Angle 2L2 1/2x2x1/4�/8 1 Diagonal(2) 2L2 1/2x2 1/2x1/4x3/8 Hip(1) Double Angle 2L3x2 1/2x1/4�c3/8 1 Hip(2) 2L3x2 1/2x1/4x3/8 Hip D iagonal 2L2 1/2x2x1/4ac3/8 1 T16 A36 Horizontal(1) Double Angle 2L2 1/2�x1/4tc3/8 1 72.00-52.00 (36 ksi) Horizontal(2) 2L2 1/2�1/2x1/4�c3/8 Diagonal(1) DoubleAngle 2L21/2x2x1/4x3/8 I Diagonal(2) 2L2 1/2�c2x1/4x3/8 Hip(1) Double Angle 2L3�c2 1/2x1/4x3/8 1 Hip(2) 2L3x2 1/2x1/4x3/8 Hip Diagonal 2L2 1/2x2x1/4x3/8 1 i T17 A36 Horizontal(1) DoubleAngle 2L21/2x2x1/4x3/8 1 52.00-32.00 (36 ksi) Horizonhal(2) 2L2 1/2x2 1/2x1/4x3/8 Diagonal(I) DoubleAngle 2L21/2x2x1/4x3/8 1 Diagonal(2) 2L2 1/2�c2x1/4x3/8 Hip(1) Double Angle 2L3x2 1/2x1/4x3/8 1 ' Hip(2) 2L3x2 1/2x1/4ac3/8 Hip Diagonal 2L2 1/2x2x1/4x3/8 1 T18 A36 Horizontal(1) Double Angle 2L2 1/2x2 1/2x1/4�c3/8 1 32.00-0.00 (36 ksi) Horizontal(2) 2L2 1/2x2 1/2x1/4x3/8 I Horizonhl(3) 2L3ac3x1/4�/8 � Diagonal(1) Double Angle 2L2 1/2x2 1/2x1/4x3/8 1 • 1 Job Page tnxTowe� BU 816298 -ZEPHYRHILLS 7 of 68 SSOE Gro[�p Project Date 320 Seven Springs Way,S:iite 350 016-00010-00 09:46.34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Toiver Red:rndant Red:rrtdant Red:indant K Factor Elevation Bracing Type Si=e Gracfe f Diagonal(2) 2L3x3x3/16x3/8 Diagonal(3) 2L5� 1/2x5/16x3/8 Sub-Diagonal Double Angle 2LSx3 l/2x5/16x3/8 1 Sub-Horizontal Double Angle 2LSx5x3/8x3/8 I Hip(1) Double Angle 2L3x2 1/2x1/4�c3/8 I Hip(2) 2L2 1/2x2x1/4x3/8 Hip(3) 2L3x2 1/2x1/4x3/8 Hip D iagonal 2L2 1/2x2x1/4�/8 1 Tower Section Geometry (cont'd) Totiver G:rsset G:�sset G:rsset Grade Adjust.Factor Adj:rst. Weight NItJt. Double Angle Do:�ble Angle Elevation Area Thickness Af Factor Stitch Bo(t Stitch Bolt (perface) A, Spacing Spacrng Dragortals Hori�ontals ft ft2 in in in T 1 0.00 0.00 A36 1 1 1.05 24 00 24 00 288.00-279.00 (36 ksi) T2 0.00 0 00 A36 1 1 1.05 24 00 24.00 279 00-272.00 (36 ksi) T3 0.00 0.00 A36 1 1 1.05 24.00 24 00 272.00-259.00 (36 ksi) T4 0.00 0.00 A36 1 1 1.05 24.00 24.00 259 00-247.00 (36 ksi) TS 1.00 I.00 A36 1 1 1.05 24.00 24.00 247 00-237 00 (36 ksi) T6 0.00 0.00 A36 I 1 I.OS 24.00 24 00 237.00-232.00 (36 ksi) T7 0.00 0.00 A36 1 1 1.05 24.00 24.00 i 232.00-222.00 (36 ksi) T8 1.00 1.00 A36 1 1 1.05 24 00 24 00 222.00-210.00 (36 ksi) T9 0.00 0.00 A36 1 1 1.05 24.00 24 00 , 210.00-195.00 (36 ksi) T 10 1.56 1.00 A36 1 l 1.05 24 00 24 00 � 195 00-183.00 (36 ksi) T11 0.00 0.00 A36 1 I 1.05 24.00 24 00 183 00-171.00 (36 ksi) T12 2.00 I.00 A36 1 1 1.05 24.00 24 00 171 00-146.00 (36 ksi) T13 1.59 1.00 A36 1 1 1.05 24.00 2400 146.00-122.00 (36 ksi) T 14 2.06 1.00 A36 1 1 1.05 24.00 24 00 122.00-96.00 (36 ksi) T15 2.50 1.00 A36 1 1 1.05 24.00 2400 96.00-72.00 (36 ksi) T16 2.50 1.00 A36 1 1 1.05 24.00 24 00 , 72.00-52.00 (36 ksi) T17 2.50 1 00 A36 1 1 1.05 24.00 24 00 52.00-32.00 (36 ksi) T18 32.00-0.00 2.50 1.00 A36 1 1 I.OS 24.00 24 00 (36 ksi) II . ' Job Page �nxTowe� BU 816298-ZEPHYRHILLS 8 of 68 SSOE Gro[tp Project Date 320 Seven Springs Way,S:�rte 350 016-00010-00 09•46•34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (6/5)661-7585 CCI 15430 FAX. (615)66/-7569 Tower Section Geometry (cont'd) K Factors Tower Ca/c Calc Legs X K Single Girts Hort_. Sec. Inner Elevation K K Brace Brace Drags Hori�. Brace Single Solid Diags Diags Angles Rounds X X X X X X X ft Y Y Y Y Y Y Y T1 Yes Yes 1 1 1 1 ] 1 1 1 288.00-279.00 1 1 1 1 1 1 1 T2 Yes Yes I 1 I 1 1 1 1 1 279.00-272.00 1 1 1 1 1 1 1 T3 Yes Yes I 1 1 1 1 1 1 1 272.00-259.00 1 1 1 1 1 1 1 � T4 Yes Yes I 1 1 1 1 1 1 1 259.00-247.00 1 1 1 1 1 1 1 TS Yes Yes 1 1 1 1 1 1 1 1 247.00-237.00 1 1 1 1 1 1 ] ' T6 Yes Yes I 1 1 1 1 I 1 1 ' 237 00-232.00 1 1 1 1 1 1 1 T7 Yes Yes 1 1 1 1 1 1 1 1 ' 232.00-222.00 1 1 1 1 I 1 1 T8 Yes Yes 1 1 1 1 1 I 1 1 222.00-210.00 1 1 1 1 I 1 1 T9 Yes Yes 1 1 1 1 1 1 1 1 210.00-195.00 1 1 I 1 1 1 1 T 10 Yes Yes 1 1 1 1 1 1 I 1 195.00-183.00 1 1 1 I 1 1 I T11 Yes Yes 1 1 1 1 I 1 1 1 183.00-171.00 1 1 1 I 1 1 1 T 12 Yes Yes 1 1 1 1 1 1 1 1 17I.00-146.00 1 1 1 1 1 1 1 T13 Yes Yes 1 1 1 1 1 1 1 1 146.00-122.00 1 1 1 1 1 1 1 T14 Yes Yes 1 1 1 1 1 1 1 1 122.00-96.00 1 1 1 1 I 1 1 TIS No No 2 1 1 1 1 1 1 1 96.00-72.00 1 1 1 1 1 1 1 T16 Yes Yes 1 1 1 I 1 0.5 1 1 72.00-52.00 1 1 1 1 0.5 1 1 T17 Yes Yes 1 I 1 1 1 0.5 I 1 52.00-32.00 I 1 1 1 0.5 I I T 18 Yes Yes 1 1 1 1 1 1 1 I 32.00-0 00 1 1 1 1 1 1 1 Note:Kfactors are applied to n:ember segment lengths.K-braces tivithotrt inner s:rpporting members tivill have the Kfactor in the out-of-plane direction applied to the overal!length. Tower Section Geometry (cont'd) '� Tower Leg Diagona! Top Girt Bottom Girt Mid Glrt Long Horiaontal Sf:ort Horrsontal , Elevafion I .� Net Width U Net Width U Net Width U Net U Net U Net U Net U Ded:rct Deduct Ded:rct Width Width Width Width in in in Ded:�ct Deduct Deducl Ded:�ct in in in in T1 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 0.75 288.00-279.00 i �I I � Job Page tnxTowe� BU 816298-ZEPHYRHILLS 9 of 68 SSOE Grot�p Project Date 320 Seven Springs Way,S:rite 350 016-00010-00 09'46 34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 �%�%� 15430 FAX.• (6!5)661-7569 Totiver Leg Diagonal Top Girt Bottont Grrt Mid Girt Long Hori=ontal Short Hori�ontal Elevation n 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 Ded:rct Ded:rct Deduct in in in in 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 75 279.00-272.00 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 0.75 272.00-259.00 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 0.75 259.00-247 00 TS 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 75 247.00-237 00 T6 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 75 237.00-232.00 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 0.75 232.00-222.00 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 75 222.00-210.00 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 0.75 210.00-195.00 T 10 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 0.75 195.00-183.00 T11 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 0.75 183.00-171 00 T 12 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 75 171.00-146.00 T 13 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 75 146.00-122.00 T 14 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 0.75 122.00-96.00 T 15 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 96 00-72.00 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 72.00-52.00 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 52.00-32.00 T18 32.00-0.00 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) Totiver Leg Leg Diagonal Top Girt Botto»r Girt Mid Girt Long Hori�ontal Short Hori:ontal Elevation Connection ft Type Bolt Si=e No. Bolt Si�e No. Bolt Si=e No. Bolt Si�e No. Bolt Si=e No. Bolt Si=e No. Bolt Si=e No. in in in in in in in T1 Sleeve DS 0.75 0 0 75 2 0 75 2 0 00 0 0.63 0 0 75 2 0 63 0 288.00-279.00 A325N A325N A325N A325N A325N A325N A325N T2 Sleeve DS 0.75 0 0 75 2 0 75 2 0.00 0 0.63 0 0.75 2 0 63 0 279 00-272.00 A325N A325N A325N A325N A325N A325N A325N T3 Sleeve DS 0.75 0 0.75 2 0 75 2 0.00 0 0 63 0 0 75 2 0.63 0 272.00-259.00 A325N A325N A325N A325N A325N A325N A325N T4 Sleeve DS 0 75 0 0 75 2 0 75 2 0.00 0 0.63 0 0.75 2 0.63 0 259 00-247.00 A325N A325N A325N A325N A325N A325N A325N � TS Sleeve DS 0 75 8 0 75 2 0 75 2 0.00 0 0.63 0 0 75 2 0 63 0 247.00-237.00 A325N A325N A325N A325N A325N A325N A325N � ° Job Page tnxTowe� BU 816298-ZEPHYRHILLS 10 of 68 SSDE Group Project Date 320 Seven Springs Way,s:,;re sso 016-00010-00 09:46:34 09/30/15 Brentwood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Totiver Leg Leg Diagonal Top Girt Bottom Grrt Mid Girt Long Hori�ontal Short Hori=ontal Elevation Connectron ,/t Type Bolt Si=e No. Bolt Sise No. Bolt Si:e No. Bo(t Si=e No. Bolt Sr=e No. Bolt Si=e No. Bolt Si�e No. in in in in in in in T6 Sleeve DS 0.75 0 0.75 2 0.75 2 0.00 0 0.63 0 0.75 2 0.63 0 237.00-232.00 A325N A325N A325N A325N A325N A325N A325N T7 Sleeve DS 0 75 0 0 75 3 0.75 2 0.00 0 0.63 0 0.75 2 0.63 0 232.00-222.00 A325N A325N A325N A325N A325N A325N A325N T8 Sleeve DS 0.88 12 0 75 3 0 75 2 0.00 0 0.63 0 0 75 2 0.63 0 222.00-210.00 A325N A325N A325N A325N A325N A325N A325N T9 Sleeve DS 0.75 0 0 75 3 0.75 2 0 00 0 0.63 0 0 75 2 0.63 0 210.00-195.00 A325N A325N A325N A325N A325N A325N A325N T10 Sleeve DS 0.88 12 0 75 4 0.75 3 0.00 0 0.63 0 0.75 3 0.63 0 I 195.00-183.00 A325N A325N A325N A325N A325N A325N A325N T11 Sleeve DS 0.75 0 0 75 4 0.75 3 0.00 0 0.63 0 0.75 3 0 63 0 183.00-171.00 A325N A325N A325N A325N A325N A325N A325N T12 SleeveDS 0.88 16 0.75 5 0.75 3 0.00 0 0.63 0 0.75 3 0.63 0 171.00-146.00 A325N A325N A325N A325N A325N A325N A325N T13 Sleeve DS 1 00 12 0 75 5 0.75 3 0.00 0 0.63 0 0.75 3 0.63 0 146 00-122.00 A325N A325N A325N A325N A325N A325N A325N T 14 Sleeve DS 1 00 16 0 75 5 0.75 3 0.00 0 0.63 0 0.75 3 0.63 0 122.00-96.00 A325N A325N A325N A325N A325N A325N A325N T15 Sleeve DS 1 00 20 0 75 5 0.75 3 0.00 0 0 63 0 0.75 3 0 63 0 96.00-72.00 A325N A325N A325N A325N A325N A325N A325N T16 Sleeve DS 1 00 20 0 75 5 0 75 3 0.00 0 0.63 0 0.75 3 0.63 0 72.00-52.00 A325N A325N A325N A325N A325N A325N A325N T17 Sleeve DS 1.00 20 0 75 3 0 75 3 0.00 0 0.63 0 0.75 3 0 63 0 52.00-32.00 A325N A325N A325N A325N A325N A325N A325N T18 32.00-0.00 Sleeve DS I 00 20 0.88 5 0.75 4 0 00 0 0.63 0 0.75 4 0.63 0 A325N A325N A325N A325N A325N A325N A325N ' Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allotiv Component Placement Face Lareral # # Clear Width or Perrmeter Weight , or Shield Type Offset Offset Per Spacing Diameter Leg Jt in (Frac FW) Rrnv in in in k!f Climbing A No Af(CaAa) 288.00-8.00 -1.00 0.5 1 1 1 00 3 84 0.00 Ladder(CCI) Safety Line A No Ar(CaAa) 288.00-8.00 -1.00 0.5 1 1 1.00 038 0.00 3/8 Feedline A No Af(CaAa) 177.00-8.00 0.00 -0 15 1 1 1.00 3.00 0.01 Ladder(A� MLE Hybrid A No Ar(CaAa) 177.00-8.00 0.00 -0.16 1 I 1.00 125 0 00 3Power/6Fiber RL 2(1 1/4") LDF7-SOA A No Ar(CaAa) 177.00-8.00 0.00 -02 12 6 1 00 1.98 0.00 (1-5/8 FOAM) LDFS-SOA A No Ar(CaAa) 285 00-8.00 -1.00 0 495 1 1 1 00 1.09 0.00 (7/8 FOAM) Feedline B No Af(CaAa) 203 00-8.00 0 00 -0.2 1 1 1 00 3.00 0.01 Ladder(A� TOWER B No Ar(CaAa) 203 00-8.00 0 00 -0.21 1 1 1.00 1.37 0 00 HYBRID CABLE 6X6 AWG(1-3/8") LDF2-SOA B No Ar(CaAa) 203 00-8.00 1.50 -0.2 2 2 1.00 0.00 0.00 (3/8 FOAM) I TSZ 999 B No Ar(CaAa) 203 00-8.00 0.00 -0.2 3 3 1 00 1 19 0.00 � � Job Pa9e tnxTowe� BU 816298-ZEPHYRHILLS 11 of 68 SSOE Group Project Date 'I 320 Seven Springs 6Yay,St�ite 350 016-00010-00 09�46.34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (6/S)661-7585 CCI 15430 FAX. (615)66]-7569 Description Face Allotiv Component Place�nent Face Lateral # # Clear Wrdth or Perimeter bYeight or ShieJd Type Of.l�set Offset Per Spacing Diameter Leg ft in (Frac FTT� Rrnv in in in k!f 067hoaM-8A WG(1-3/16") Feedline B No Af(CaAa) 277 00-8.00 0 00 0.25 1 1 1.00 3 00 0.01 Ladder(A� E65(ELLIPTI B No Ar(CaAa) 95.00-8.00 0.00 024 1 1 1 00 2.00 0 00 CAL) E65(ELLIPTI B No Ar(CaAa) 275.00-8.00 0.00 0.265 1 1 1.00 2.00 0.00 CAL) LDF4-SOA(1/ B No Ar(CaAa) 277.00-8.00 0.00 0245 1 1 1.00 0.63 0.00 2") Eu,s-so��ia� s rro Ar(CaAa) z��oo-s.00 o.00 o2s 2 2 �.00 i io o.00 561(1-5/8") B No Ar(CaAa) 277 00-8.00 0 00 0.26 1 1 1 00 1.63 0.00 Feedline C No Af(CaAa) 194 00-8.00 0.00 -025 1 1 1.00 3.00 0.01 Ladder(A� ASU9323TYP C No Ar(CaAa) 194 00-8.00 0 00 -026 2 1 1 00 124 0.00 O1(1-1/4) ASU9325TYP C No Ar(CaAa) 194 00-8.00 0.00 -03 1 1 1 00 1.58 0.00 01(1-3/5) LDF7-SOA C No Ar(CaAa) 194.00-8.00 0.00 -025 10 5 ].00 1.98 0.00 (1-5/8 FOAM) Feedline C No Af(CaAa) 215.00-8.00 0 00 03 1 1 1 00 3 00 0 O 1 Ladder(A� LDF7-SOA C No Ar(CaAa) 215.00-8.00 0 00 035 6 6 1 00 1.98 0.00 (1-5/8 FOANn LDF7-SOA C No Ar(CaAa) 215 00-8.00 0.00 0.3 6 6 1.00 1.98 0 00 (1-5/8 FOAM) LDF4RN-SOA C No Ar(CaAa) 215 00-8.00 0.00 036 2 2 1.00 0.63 0.00 (1/2 FOAM) Feedline D No Af(CaAa) 227.00-8.00 0 00 0 45 1 1 1.00 3.00 0 O1 Ladder(A� LDF7-SOA D No Ar(CaAa) 227.00-8.00 0.00 0 45 12 6 1 00 1.98 0.00 ' (1-5/8 FOAI� ' Feed Line/Linear Appurtenances Section Areas Toiver Toiver Face AR AF C,�A,� C,�A,� Weight Section Elevation In Face O:�t Face .Ji .1� .f�Z .f� .1�1 K T1 288.00-279 00 A 0.000 0.000 6.752 0 000 0 OS B 0.000 0 000 0.000 0.000 0.00 C 0 000 0.000 0 000 0 000 0 00 I' D 0.000 0 000 0 000 0 000 0 00 T2 279.00-272.00 A 0.000 0 000 5.505 0.000 0.04 � B 0.000 0 000 5327 0.000 0 OS C 0.000 0 000 0.000 0 000 0.00 D 0.000 0.000 0.000 0.000 0 00 T3 272.00-259.00 A 0.000 0 000 10.225 0.000 0.07 B 0.000 0.000 14 891 0 000 0 14 � C 0 000 0.000 0 000 0 000 0.00 D 0.000 0 000 0 000 0 000 0.00 T4 259.00-247.00 A 0.000 0 000 9 438 0.000 0.06 B 0.000 0.000 13 746 0 000 0.13 C 0.000 0 000 0 000 0 000 0.00 D 0.000 0 000 0.000 0.000 0.00 TS 247.00-237.00 A 0.000 0 000 7.865 0.000 0.05 B 0.000 0.000 11455 0.000 0.11 'i C 0.000 0.000 0.000 0.000 0 00 . ' Job Page tnx.Towe� BU 816298 -ZEPHYRHILLS 12 of 68 SSOE Group Project Date 32o Seven Springs Way,S:�ite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (6/5)661-7585 CC� FAX. (615)661-7569 15430 Tower Totiver Face AR AF C,�A,� C,iAA Weight Section Elevation In Face O:rt Face .I� .� ./� .� .� K D 0.000 0.000 0 000 0 000 0.00 T6 237.00-232.00 A 0.000 0.000 3.932 0.000 0.03 B 0.000 0.000 5 728 0.000 0.06 C 0.000 0.000 0 000 0 000 0 00 _ D 0.000 0.000 0 000 0.000 0.00 T7 232.00-222.00 A 0.000 0 000 7 865 0.000 0.05 B 0.000 0.000 I 1 455 0 000 0.11 C 0.000 0.000 0.000 0 000 0.00 D 0.000 0.000 14380 0.000 0.09 T8 222.00-210.00 A 0.000 0.000 9 438 0.000 0.06 B 0.000 0.000 13 746 0.000 0.13 , C 0.000 0.000 15 O10 0.000 0.09 D 0.000 0.000 34.512 0.000 0.22 T9 210.00-195.00 A 0.000 0.000 11797 0.000 0.08 B 0.000 0.000 25134 0.000 0.27 C 0.000 0.000 45 030 0.000 0.28 D 0.000 0.000 43140 0.000 0.27 T 10 195.00-183.OA A 0.000 0.000 9 438 0.000 0.06 B 0.000 0.000 25.674 0.000 029 C 0.000 0.000 67 774 0.000 0.45 D 0.000 0.000 34.512 0.000 022 T11 183.00-171.00 A 0.000 0.000 27 444 0.000 0.18 ' B 0.000 0.000 25 674 0.000 029 ' C 0.000 0.000 70 661 0.000 0.47 D 0.000 0.000 34.512 0.000 022 , T12 171.00-146 00 A 0.000 0.000 94.688 0.000 0.61 B 0.000 0.000 53 487 0.000 0.60 C 0.000 0.000 147.210 0.000 0.97 D 0.000 0.000 71.900 0.000 0 46 T13 146.00-122.00 A 0.000 0.000 90.900 0.000 0.58 B 0.000 0.000 51348 0.000 0.57 C 0.000 0.000 141322 0.000 0.93 D 0.000 0.000 69.024 0.000 0 44 T14 122.00-96.00 A 0.000 0.000 98.475 0.000 0.63 ' B 0.000 0.000 55.627 0.000 0.62 C 0.000 0.000 153.098 0 000 1 O1 D 0.000 0.000 74 776 0 000 0 47 T15 96.00-72.00 A 0.000 0 000 90.900 0 000 0.58 B 0 000 0 000 55.948 0 000 0.59 C 0.000 0.000 141322 0 000 0.93 D 0.000 0.000 69 024 0 000 0.44 T16 72.00-52.00 A 0.000 0.000 75 750 0.000 0.49 B 0.000 0.000 46.790 0.000 0.49 C 0.000 0.000 117 768 0.000 0.78 D 0.000 0.000 57.520 0.000 0.36 T17 52.00-32.00 A 0.000 0.000 75 750 0.000 0 49 B 0.000 0.000 46 790 0.000 0.49 C 0.000 0.000 117 768 0.000 0.78 D 0.000 0.000 57.520 0.000 0.36 T18 32.00-0.00 A 0.000 0 000 90.900 0.000 0.58 B 0.000 0.000 56.148 0.000 0.59 C 0.000 0.000 141322 0.000 0.93 D 0.000 0 000 69 024 0 000 0.44 Feed Line Center of Pressure I�i ; ' � Job Page tnx.Tower BU 816298 -ZEPHYRHILLS 13 of 68 SSOE Gro[[p Project Date 320 Seven Springs way,S:�rte 350 016-00010-00 09:46:34 09/30/15 Brenavood,TN37027 Client Designed by Phone. (615)661-7585 CC� FAX. (615)66l-7569 15430 Sectior: Elevation CP,�� CPz CP,I� CPz Ice Ice ft in in in in T1 288.00-279.00 -3.39 -3.53 -530 -5.54 T2 279.00-272.00 -147 -628 -2.62 -8.97 T3 272.00-259.00 -0.67 -7.27 -1.58 -1013 T4 259.00-247.00 -0.81 -8.68 -1.91 -12.10 TS 247.00-237.00 -0 74 -7.81 -1 73 -10.88 T6 237.00-232.00 -0.66 -6.95 -1.55 -9.68 T7 232.00-222.00 �.59 -1.86 -5.90 -3.80 T8 222.00-210.00 -3.61 4 47 �76 3.51 T9 210.00-195.00 0.61 5.55 -0 12 4.49 T10 195.00-183.00 5.28 0.88 520 -0.59 T11 183.00-171.00 2.75 173 238 035 T12 171.00-146.00 -0.08 2.91 -0.83 1.56 T13 146.00-122.00 -0.09 3 03 -0.87 1.63 T14 122.00-96.00 -0.11 339 -0.99 1.82 T15 96.00-72.00 0.12 3 07 -0.81 1 41 T 16 72.00-52.00 0.13 3 14 -0.83 1 43 T17 52.00-32.00 014 334 -0.89 1.52 T18 32.00-0.00 0.12 3.08 -0.82 140 Shielding Factor Ka Tower Feed Line Description Feed Line I� I� ' Section Record No. Se ment Elev No Ice Ice T1 2 Climbing Ladder(CCI) 279.00- 0.6000 0.6000 288.00 � T1 3 Safety Line 3/8 279.00- 0.6000 0.6000 288.00 T 1 7 LDFS-SOA(7/8 FOAM) 279 00- 0.6000 0.6000 285.00 " T2 2 Climbing Ladder(CCI) 272.00- 0.6000 0.6000 279.00 T2 3 Safety Line 3/8 272.00- 0.6000 0.6000 279.00 T2 7 LDFS-SOA(7/8 FOAM) 272.00- 0.6000 0.6000 279.00 T2 13 Feedline Ladder(Afl 272.00- 0.6000 0.6000 �I 277.00 T2 15 E65(ELLIPTICAL) 272.00- 0.6000 0.6000 I 275.00 T2 16 LDF4-SOA(1/2") 272.00- 0.6000 0.6000 277.00 T2 17 ALS-50(7/8) 272.00- 0.6000 0.6000 277.00 I T2 18 561(1-5/8") 272.00- 0.6000 0.6000 277.00 T3 2 Climbing Ladder(CCI) 259.00- 0.6000 0.6000 , 272.00 , T3 3 Safety Line 3/8 259.00- 0.6000 0.6000 272.00 T3 7 LDFS-SOA(7/8 FOAM) 259.00- 0.6000 0.6000 272.00 T3 13 Feedline Ladder(A� 259.00- 0.6000 0.6000 272.00 T3 15 E65(ELLIPTICAL) 259.00- 0.6000 0.6000 272.00 � ' Job , Page ��Q�� BU 816298-ZEPHYRHILLS � 14 of 68 SSOE Grou Project Date p 016-00010-00 09:46:34 09/30/15 320 Seven Springs Way,Suite 350 Bren[wood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Totiver Feed Line Description Feed Lrne I� f� Section Record No. Segment Elev No Ice Ice T3 16 LDF4-SOA(1/2") 259.00- 0.6000 0.6000 272.00 T3 17 ALS-50(7/8) 259.00- 0.6000 0.6000 272.00 T3 18 561(1-5/8") 259.00- 0.6000 0.6000 272.00 T4 2 Climbing Ladder(CCI) 247.00- 0.6000 0.6000 259.00 T4 3 Safety Line 3/8 247.00- 0.6000 0.6000 259.00 T4 7 LDFS-SOA(7/8 FOAM) 247.00- 0.6000 0.6000 259.00 T4 13 Feedline Ladder(A� 247.00- 0.6000 0.6000 , 259.00 T4 IS E65(ELLIPTICAL) 247.00- 0.6000 0.6000 259.00 T4 16 LDF4-SOA(1/2") 247.00- 0.6000 0.6000 � 259 00 T4 17 ALS-50(7/8) 247.00- 0.6000 0.6000 ' 259.00 T4 18 561(1-5/8") 247.00- 0.6000 0.6000 259.00 TS 2 Climbing Ladder(CCI) 237 00- 0.6000 0.6000 247.00 TS 3 Safety Line 3/8 237.00- 0.6000 0.6000 247.00 TS 7 LDFS-SOA(7/8 FOAM) 237.00- 0.6000 0.6000 247.00 TS 13 Feedline Ladder(A fl 237.00- 0.6000 0.6000 247.00 TS 15 E65(ELLIPTICAL) 237 00- 0.6000 0.6000 247.00 TS 16 LDF4-SOA(1/2") 237.00- 0.6000 0.6000 247.00 TS 17 ALS-50(7/8) 237.00- 0.6000 0.6000 247.00 TS 18 561(1-5/8") 237.00- 0.6000 0.6000 247.00 T6 2 Climbing Ladder(CCI) 232.00- 0.6000 0 6000 237.00 T6 3 Safety Line 3/8 232.00- 0.6000 0.6000 237.00 T6 7 LDFS-SOA(7/8 FOAM) 232.00- 0.6000 0.6000 237.00 T6 13 Feedline Ladder(Afl 232.00- 0.6000 0.6000 237.00 T6 15 E65(ELLIPTICAL) 232.00- 0.6000 0.6000 237.00 T6 16 LDF4-SOA(1/2") 232.00- 0.6000 0.6000 237.00 T6 17 ALS-50(7/8) 232.00- 0.6000 0.6000 237.00 T6 18 561(1-5/8") 232.00- 0.6000 0.6000 ' 237.00 T7 2 Climbing Ladder(CCI) 222.00- 0.6000 0.6000 232.00 T7 3 Safety Line 3/8 222.00- 0.6000 0.6000 232.00 T7 7 LDFS-SOA(7/8 FOAIvn 222.00- 0.6000 0.6000 ' 232.00 T7 13 Feedline Ladder(A� 222.00- 0.6000 0.6000 232.00 I 1 1 Job Page ��pw�� BU 816298 -ZEPHYRHILLS 15 of 68 ' SSOE Group Project Date 320 Seven Springs Way,S:rrte 350 016-00010-00 09:46.34 09/30/15 �, Brennvood,TN37027 Client Designed by Phone: (615)661-7585 C(�� FAX. (615)66]-7569 15430 Totiver Feed Line Description Feed Line I� I� II Section Record No. Se ment Elev No Ice Ice T7 15 E65(ELLIPTICAL) 222.00- 0.6000 0.6000 I 232.00 ' T7 16 LDF4-SOA(1/2") 222.00- 0.6000 06000 232.00 T7 17 ALS-50(7/8) 222.00- 0.6000 0.6000 232.00 T7 18 561(1-5/8") 222.00- 0.6000 0.6000 232.00 T7 32 Feedline Ladder(Afl 222.00- 0.6000 0.6000 227.00 T7 33 LDF7-SOA(1-5/8 FOAIvn 222.00- 0.6000 0.6000 227.00 T8 2 Climbing Ladder(CCI) 210.00- 0.6000 0.6000 222.00 T8 3 Safety Line 3/8 210 00- 0.6000 0.6000 222.00 T8 7 LDFS-SOA(7/8 FOAM) 210.00- 0.6000 0.6000 222.00 T8 13 Feedline Ladder(A� 210 00- 0.6000 0.6000 222.00 T8 IS E65(ELLIPTICAL) 210.00- 0.6000 0.6000 222.00 T8 16 LDF4-SOA(1/2") 210 00- 0.6000 0.6000 222.00 T8 17 ALS-50(7/8) 210.00- 0.6000 0.6000 , 222.00 T8 18 561(1-5/8") 210.00- 0.6000 0.6000 222.00 T8 27 Feedline Ladder(A� 210 00- 0.6000 0.6000 215 00 T8 28 LDF7-SOA(1-5/8 FOA1Vn 210.00- 0.6000 0.6000 215 00 T8 29 LDF7-SOA(1-5/8 FOANn 210.00- 0.6000 0.6000 215 00 T8 30 LDF4RN-SOA(1/2 FOAM) 210.00- 0.6000 0.6000 215 00 T8 32 Feedline Ladder(A fl 210 00- 0.6000 0.6000 222.00 T8 33 LDF7-SOA(1-5/8 FOAl� 210.00- 0.6000 0.6000 222.00 T9 2 Climbing Ladder(CCI) 195.00- 0.6000 0.6000 210 00 T9 3 Safety Line 3/8 195.00- 0.6000 0.6000 210.00 T9 7 LDFS-SOA(7/8 FOAM) 195.00- 0.6000 0.6000 210 00 T9 9 Feedline Ladder(A� 195.00- 0.6000 0.6000 203.00 T9 10 TOWER HYBRID CABLE 195.00- 0.6000 0.6000 6X6 AWG(1-3/8") 203 00 T9 11 LDF2-SOA(3/8 FOAM) 195.00- 0.6000 0.6000 203 00 T9 12 TSZ 999 067/aacxM-8AWG( 195.00- 0.6000 0.6000 1-3/16") 203.00 T9 13 Feedline Ladder(A� 195 00- 0.6000 0.6000 210.00 T9 15 E65(ELLIPTICAL) 195 00- 0.6000 0.6000 210.00 T9 16 LDF4-SOA(1/2") 195.00- 0.6000 0.6000 210 00 ' T9 17 ALS-50(7/8) 195.00- 0.6000 0.6000 210 00 � ' Job Page ��0�� BU 816298-ZEPHYRHILLS 16 of 68 SSOE Grottp Project Date 320 Seven Springs Way,s:,;re 3so 016-00010-00 09:46�34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 �543� Tower Feed Line Description Feed Line 1� K I Section Record No. Se n:ent Elev. No Ice Ice T9 18 561(1-5/8") 195.00- 0.6000 0.6000 210.00 T9 27 Feedline Ladder(A� 195.00- 0.6000 0.6000 210.00 T9 28 LDF7-SOA(1-5/8 FOANn 195.00- 0.6000 0.6000 210.00 T9 29 LDF7-SOA(1-5/8 FOAIvn 195.00- 0.6000 0.6000 210.00 T9 30 LDF4RN-SOA(1/2 FOAM) 195.00- 0.6000 0.6000 � 210 00 � T9 32 Feedline Ladder(A� 195.00- 0.6000 0.6000 210.00 � T9 33 LDF7-SOA(1-5/8 FOAIvn 195.00- 0.6000 0.6000 ! 210.00 T 10 2 Climbing Ladder(CCI) 183.00- 0.6000 0.6000 195.00 T10 3 Safety Line 3/8 183.00- 0.6000 0.6000 195.00 T10 7 LDFS-SOA(7/8 FOAM) 183.00- 0.6000 0.6000 195.00 T10 9 Feedline Ladder(A� 183.00- 0.6000 0.6000 195.00 T10 10 TOWER HYBRID CABLE 183.00- 0.6000 0.6000 6X6 AWG(1-3/8") 195.00 TIO 11 LDF2-SOA(3/8 FOAM) 183.00- 0.6000 0.6000 195 00 T 10 12 TSZ 999 067/aaocM-8AWG( 183.00- 0.6000 0.6000 1-3/16") 195.00 T10 13 Feedline Ladder(A� 183.00- 0.6000 0.6000 195.00 T10 15 E65(ELLIPTICAL) 183.00- 0.6000 0.6000 195.00 TIO 16 LDF4-SOA(1/2") 18300- 0.6000 0.6000 195.00 T10 17 ALS-50(7/8) 183.00- 0.6000 0.6000 195.00 T10 18 561(I-5/8") 183.00- 0.6000 0.6000 195.00 T 10 23 Feedline Ladder(A� 183.00- 0.6000 0.6000 194.00 T10 24 ASU9323TYP01(1-1/4) 183.00- 0.6000 0.6000 194.00 T10 25 ASU9325TYP01(1-3/5) 183.00- 0.6000 0.6000 194.00 T10 26 LDF7-SOA(1-5/8 FOAIvn 183.00- 0.6000 0.6000 194.00 T 10 27 Feedline Ladder(A� 183.00- 0.6000 0.6000 195.00 T10 28 LDF7-SOA(1-5/8 FOANn 183.00- 0.6000 0.6000 195.00 T10 29 LDF7-SOA(1-5/8 FOAI� 183.00- 0.6000 0 6000 195.00 T10 30 LDF4RN-SOA(1/2 FOAM) 183.00- 0.6000 0.6000 195.00 T10 32 Feedline Ladder(A� 183.00- 0.6000 0.6000 195.00 T10 33 LDF7-SOA(1-5/8 FOANn 183 00- 0.6000 0.6000 195.00 T11 2 Climbing Ladder(CCI) 171.00- 0.6000 0.6000 183.00 T11 3 Safety Line 3/8 171.00- 0.6000 0.6000 183 00 . � Job Page , �`n��OW�'1" BU 816298-ZEPHYRHILLS 17 of 68 SSOE Group Project Date 320 Seven Springs Way,S:rite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Totiver Feed Line Description Feed Line K I� Section Record No. Se mentElev No lce Ice T11 4 Feedline Ladder(A� 171 00- 0.6000 0.6000 177.00 T11 5 MLE Hybrid 3Power/6Fiber 171.00- 0.6000 0.6000 RL 2(1 1/4") 177.00 T11 6 LDF7-SOA(1-5/8 FOAM) 171.00- 0.6000 0.6000 177.00 T11 7 LDFS-SOA(7/8 FOAM) 171 00- 0.6000 0.6000 ' 183.00 T11 9 Feedline Ladder(A� 171 00- 0.6000 0.6000 183.00 T1 I 10 TOWER HYBRID CABLE 171 00- 0.6000 0.6000 6X6 AWG(1-3/8") 183.00 TI 1 11 LDF2-SOA(3/8 FOAM) 171.00- 0.6000 0.6000 183.00 T11 12 TSZ 999 067/xx�cM-8AWG( 171.00- 0.6000 0.6000 1-3/16") 183.00 T 11 13 Feedline Ladder(A� 171 00- 0.6000 0.6000 183.00 T11 15 E65(ELLIPTICAL) 171 00- 0.6000 0.6000 183.00 T11 16 LDF4-SOA(1/2") 17100- 0.6000 0.6000 183 00 TI 1 17 ALS-50(7/8) 171.00- 0.6000 0.6000 183.00 T11 18 561(1-5/8") 171.00- 0.6000 0.6000 183.00 T 11 23 Feedline Ladder(A� 171.00- 0.6000 0.6000 183.00 T11 24 ASU9323TYP01(1-1/4) 171.00- 0.6000 0.6000 183 00 i T11 25 ASU9325TYP01(1-3/5) 171.00- 0.6000 0.6000 183.00 T11 26 LDF7-SOA(1-5/8 FOAIVn 171.00- 0.6000 0.6000 183 00 T11 27 Feedline Ladder(A� 171.00- 0.6000 0.6000 183.00 Tll 28 LDF7-SOA(1-SB FOAIVn 171.00- 0.6000 0.6000 183.00 T11 29 LDF7-SOA(1-5/8 FOAl� 171.00- 0.6000 0.6000 183 00 T11 30 LDF4RN-SOA(1/2 FOAM) 171.00- 0.6000 0.6000 183.00 T11 32 Feedline Ladder(A� 171.00- 0.6000 0.6000 183 00 T11 33 LDF7-SOA(1-5/8 FOAIvn 171.00- 0.6000 0.6000 183.00 T 12 2 Climbing Ladder(CCI) 146.00- 0.6000 0 6000 i 171.00 I T 12 3 Safety Line 3/8 146.00- 0.6000 0.6000 �� 171.00 I T 12 4 Feedline Ladder(A� 146.00- 0.6000 0 6000 �i 171.00 I T12 5 MLE Hybrid 3Power/6Fiber 146.00- 0.6000 0.6000 ' RL 2(1 1/4") 171.00 T12 6 LDF7-SOA(1-5/8 FOAI� 146 00- 0.6000 0.6000 i 171.00 II T12 7 LDFS-SOA(7/8 FOAM) 146.00- 0.6000 0 6000 , 171.00 I T12 9 Feedline Ladder(A� 146.00- 0.6000 0.6000 �� 171.00 T12 10 TOWER HYBRID CABLE 146 00- 0.6000 0.6000 6X6 AWG(1-3/8") 171.00 � Job Page ��p�� BU 816298 -ZEPHYRHILLS 18 of 68 SSOE Grottp Project Date , 320 Seven Springs Way,Suite 350 . 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by ' Phone: (615)661-7585 (;(�� I F,9X. (615)661-7569 15430 Tower Feed Line Descripdon Feed Line 1� Ko � Sectron Record No. Se ent Elev No Ice Ice T12 1 I LDF2-SOA(3/8 FOAIvn 146.00- 0.6000 0.6000 171.00 T12 12 TSZ 999 067/�cM-8AWG( 146.00- 0.6000 0.6000 1-3/16") 171.00 T12 13 Feedline Ladder(A� 146.00- 0.6000 0.6000 171.00 T12 15 E65(ELLIPTICAL) 146.00- 0.6000 0.6000 171.00 T12 16 LDF4-SOA(1/2") 146.00- 0.6000 0.6000 171.00 T12 17 ALS-50(7/8) 146.00- 0.6000 0.6000 171.00 T12 18 561(1-5/8") 146.00- 0.6000 0.6000 171.00 T12 23 Feedline Ladder(A� 146.00- 0.6000 0.6000 171.00 T12 24 ASU9323TYP01(I-1/4) 146.00- 0.6000 0.6000 171.00 T12 25 ASU9325TYP01(1-3/5) 146.00- 0.6000 0.6000 171 00 T12 26 LDF7-SOA(1-5/8 FOAIvn 146.00- 0.6000 0.6000 171.00 T12 27 Feedline Ladder(A� 146.00- 0.6000 0.6000 171.00 T12 28 LDF7-SOA(1-5/8 FOAIvn 146.00- 0.6000 0.6000 171.00 T12 29 LDF7-SOA(1-5/8 FOAIvn 146.00- 0.6000 0.6000 171.00 T12 30 LDF4RN-SOA(1/2 FOAIvn 146.00- 0.6000 0.6000 171.00 T12 32 Feedline Ladder(A� 146.00- 0.6000 0.6000 171.00 T12 33 LDF7-SOA(1-5/8 FOA1Vn 146.00- 0.6000 0.6000 171 00 T13 2 Climbing Ladder(CCI) 122.00- 0.6000 0.6000 , 146.00 T13 3 Safety Line 3/8 122.00- 0.6000 0.6000 146.00 T13 4 Feedline Ladder(A� 122.00- 0.6000 0.6000 146.00 T13 5 MLE Hybrid 3Power/6Fiber 122.00- 0.6000 0.6000 ' RL 2(I 1/4") 146.00 ' T13 6 LDF7-SOA(1-5/8 FOAI� 122.00- 0.6000 0.6000 146.00 T13 7 LDFS-SOA(7/8 FOAI� 122.00- 0.6000 0.6000 146.00 T13 9 Feedline Ladder(A� 122.00- 0.6000 0.6000 146.00 T13 10 TOWER HYBRID CABLE 122.00- 0.6000 0.6000 6X6 AWG(1-3/8") 146.00 T13 I 1 LDF2-SOA(3/8 FOAM) 122.00- 0.6000 0.6000 146.00 T13 12 TSZ 999 067/�aocM-8AWG( 122.00- 0.6000 0.6000 1-3/16") 146.00 T13 13 Feedline Ladder(A� 122.00- 0.6000 0.6000 146.00 T13 15 E65(ELLIPTICAL) 122.00- 0.6000 0.6000 146.00 T13 16 LDF4-SOA(1/2") 122.00- 0.6000 0.6000 146.00 T13 17 ALS-50(7/8) 122.00- 0.6000 0.6000 146.00 � � Job Page �jZxTOW��' BU 816298 -ZEPHYRHILLS 19 of 68 SSOE Groitp Project Date ' 320 Seven Springs Way,S:�ite 350 016-00010-00 09'46.34 09/30/15 Brennvood,7N37027 Client Designed by Phone: (615)661-7585 CC� �i FAX. (615)661-7569 15430 Toiver Feed Line Description Feed Line K K Section Record No. SeRment Elev No Ice Ice T13 18 561(1-5/8") 122.00- 0.6000 0.6000 146 00 T13 23 Feedline Ladder(A� 122.00- 0.6000 0.6000 146.00 T13 24 ASU9323TYP01(1-1/4) 122.00- 0.6000 0.6000 146.00 T13 25 ASU9325TYP01(1-3/5) 122.00- 0.6000 0.6000 ' 146.00 , T13 26 LDF7-SOA(1-5/8 FOAlvn 122.00- 0.6000 0.6000 , 146.00 T13 27 Feedline Ladder(A� 122.00- 0.6000 0.6000 146.00 T13 28 LDF7-SOA(1-5/8 FOAIvn 122.00- 0.6000 0.6000 146.00 T13 29 LDF7-SOA(1-5/8 FOAl� 122.00- 0.6000 0.6000 146.00 T13 30 LDF4RN-SOA(1/2 FOAM) 122.00- 0.6000 0.6000 146.00 T13 32 Feedline Ladder(A� 122.00- 0.6000 0.6000 146.00 , T13 33 LDF7-SOA(1-5/8 FOAIVn 122.00- 0.6000 0.6000 146.00 T14 2 Climbing Ladder(CCI) 96.00-122.00 0.6000 0.6000 T14 3 Safety Line 3/8 96.00-122.00 0.6000 0.6000 T14 4 Feedline Ladder(A� 96.00-122.00 0.6000 0.6000 T14 5 MLE Hybrid 3Power/6Fiber 96.00-122.00 0.6000 0.6000 RL 2(1 1/4") � T14 6 LDF7-SOA(1-5/8 FOANn 96.00-122.00 0.6000 0.6000 T14 7 LDFS-SOA(7/8 FOAM) 96 00-122.00 0.6000 0 6000 T14 9 Feedline Ladder(Afl 96 00-122.00 0.6000 0 6000 ' T14 10 TOWER HYBRID CABLE 96 00-122.00 0.6000 0.6000 6X6 AWG(I-3/8") T 14 I 1 LDF2-SOA(3/8 FOAM) 96.00-122.00 0.6000 0.6000 T14 12 TSZ 999 067/�oocM-8AWG( 96.00-122.00 0.6000 0.6000 1-3/16") ' T14 13 Feedline Ladder(A� 96 00-122.00 0.6000 0.6000 ' T14 15 E65(ELLIPTICAL) 96.00-122.00 0.6000 0.6000 T14 16 LDF4-SOA(]/2") 96.00-122.00 0.6000 0.6000 i T14 17 ALS-50(7/8) 96.00-122.00 0.6000 0.6000 T14 18 561(1-5/8") 96.00-122.00 0.6000 0.6000 T14 23 Feedline Ladder(A� 96.00-122.00 0.6000 0.6000 ' T14 24 ASU9323TYP01(1-1/4) 96.00-122.00 0.6000 0.6000 T14 25 ASU9325TYP01(1-3/5) 96.00-122.00 0.6000 0.6000 T14 26 LDF7-SOA(1-5/8 FOANn 96.00-122.00 0.6000 0.6000 T14 27 Feedline Ladder(A� 96 00-122.00 0.6000 0.6000 T14 28 LDF7-SOA(1-5/8 FOAIvn 96.00-122.00 0.6000 0.6000 T14 29 LDF7-SOA(I-5/8 FOAIvn 96.00-122.00 0 6000 0.6000 T14 30 LDF4RN-SOA(1/2 FOAM) 96.00-122.00 0.6000 0.6000 T14 32 Feedline Ladder(A� 96.00-122.00 0 6000 0.6000 T14 33 LDF7-SOA(1-5/8 FOAIvn 96.00-122.00 0.6000 0.6000 � T 15 2 Climbing Ladder(CCI) 72.00-96.00 0.6000 0.6000 T15 3 Safety Line 3/8 72.00-96.00 0.6000 0.6000 T 15 4 Feedline Ladder(A� 72.00-96.00 0.6000 0.6000 i T 15 5 MLE Hybrid 3Powed6Fiber 72.00-96 00 0.6000 0.6000 I RL 2(1 1/4") I T15 6 LDF7-SOA(1-5/8 FOANn 72.00-96.00 0.6000 0.6000 I T 15 7 LDFS-SOA(7/8 FOANn 72.00-96.00 0.6000 0.6000 �i T 15 9 Feedline Ladder(A� 72.00-96.00 0.6000 0.6000 I T15 10 TOWER HYBRID CABLE 72.00-96.00 0.6000 0.6000 6X6 AWG(I-3/8") T 15 11 LDF2-SOA(3/8 FOAM) 72.00-96 00 0.6000 0.6000 T15 12 TSZ 999 067/xxxM-8AWG( 72.00-96.00 0.6000 0.6000 i . ' Job Page �� BU 816298-ZEPHYRHILLS 20 of 68 SSOE Group Project Date 320 Seven Springs Way,s:�;re sso 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (6/5)661-7585 CC� FAX. (615)661-7569 15430 Tower Feed Line Description Feed Line I� I�, Sectron Record No. Se ment Elev No Ice Ice 1-3/16") T I S 13 Feedline Ladder(A� 72.00-96.00 0.6000 0.6000 T15 14 E65(ELLIPTICAL) 72.00-95 00 0.6000 0.6000 T15 15 E65(ELLIPTICAL) 72.00-96.00 0.6000 0.6000 T15 16 LDF4-SOA(1/2") 72.00-96.00 0.6000 0.6000 T15 17 ALS-50(7/8) 72.00-96.00 0.6000 0.6000 T 15 18 561(1-5/8") 72.00-96.00 0.6000 0.6000 T15 23 Feedline Ladder(A� 72.00-96.00 0.6000 0.6000 � T15 24 ASU9323TYP01(1-1/4) 72.00-96.00 0.6000 0.6000 TIS 25 ASU9325TYP01(1-3/5) 72.00-96.00 0.6000 0.6000 T15 26 LDF7-SOA(1-5/8 FOAl� 72.00-96 00 0.6000 0.6000 T15 27 Feedline Ladder(A� 72.00-96.00 0.6000 0.6000 T15 28 LDF7-SOA(1-5/8 FOAIvn 72.00-96.00 0.6000 0.6000 T 15 29 LDF7-SOA(1-5/8 FOAl� 72.00-96 00 0.6000 0.6000 T15 30 LDF4RN-SOA(1/2 FOAM) 72.00-96.00 0.6000 0.6000 T15 32 Feedline Ladder(A� 72.00-96.00 0.6000 0.6000 T15 33 LDF7-SOA(1-5/8 FOAIvn 72.00-96.00 0.6000 0.6000 T 16 2 Climbing Ladder(CCI) 52.00-72.00 0.6000 0.6000 T16 3 Safety Line 3/8 52.00-72.00 0.6000 0.6000 T16 4 Feedline Ladder(A� 52.00-72.00 0.6000 0.6000 T16 5 MLE Hybrid 3Power/6Fiber 52.00-72.00 0.6000 0.6000 RL2(1 1/4") T16 6 LDF7-SOA(1-5/8 FOAl� 52.00-72.00 0.6000 0.6000 T16 7 LDFS-SOA(7/8 FOAlvn 52.00-72.00 0.6000 0.6000 T16 9 Feedline Ladder(A� 52.00-72.00 0.6000 0.6000 T16 10 TOWER HYBRID CABLE 52.00-72.00 0.6000 0.6000 6X6 AWG(1-3/8") T 16 11 LDF2-SOA(3/8 FOANn 52.00-72.00 0.6000 0.6000 T16 12 TSZ 999 067hocxM-8AWG( 52.00-72.00 0.6000 0.6000 1-3/16") T 16 13 Feedline Ladder(A fl 52.00-72.00 0.6000 0.6000 T16 14 E65(ELLIPTICAL) 52.00-72.00 0.6000 0.6000 T16 15 E65(ELLIPTICAL) 52.00-72.00 0.6000 0.6000 T16 16 LDF4-SOA(1/2") 52.00-72.00 0.6000 0.6000 T16 17 ALS-50(7/8) 52.00-72.00 0.6000 0.6000 T 16 18 561(I-5/8") 52.00-72.00 0.6000 0.6000 T 16 23 Feedline Ladder(A� 52.00-72.00 0.6000 0.6000 T16 24 ASU9323TYP01(1-1/4) 52.00-72.00 0.6000 0.6000 �, T16 25 ASU9325TYP01(1-3/5) 52.00-72.00 0.6000 0.6000 T16 26 LDF7-SOA(1-5/8FOAIvn 52.00-72.00 0.6000 0.6000 T 16 27 Feedline Ladder(A� 52.00-72.00 0.6000 0.6000 T16 28 LDF7-SOA(1-5/8FOAIvn 52.00-72.00 0.6000 0.6000 T16 29 LDF7-SOA(1-5/8 FOANn 52.00-72.00 0.6000 0.6000 T16 30 LDF4RN-SOA(1/2 FOAIvn 52.00-72.00 0.6000 0.6000 T 16 32 Feedline Ladder(A� 52.00-72.00 0.6000 0.6000 T16 33 LDF7-SOA(1-5/8 FOAI� 52.00-72.00 0.6000 0.6000 T17 2 Climbing Ladder(CCI) 32.00-52.00 0.6000 0.6000 T 17 3 Safety Line 3/8 32.00-52.00 0.6000 0.6000 T17 4 Feedline Ladder(A� 32.00-52.00 0.6000 0.6000 T17 5 MLE Hybrid 3Power/6Fiber 32.00-52.00 0.6000 0.6000 RL 2(1 1/4") T17 6 LDF7-SOA(I-5/8 FOAl� 32.00-52.00 0.6000 0.6000 T 17 7 LDFS-SOA(7/8 FOANn 32.00-52.00 0.6000 0.6000 T17 9 Feedline Ladder(A� 32.00-52.00 0.6000 0.6000 T17 10 TOWER HYBRID CABLE 32.00-52.00 0.6000 0.6000 6X6 AWG(1-3/8") T17 11 LDF2-SOA(3/8 FOAIvn 32.00-52.00 0.6000 0.6000 T 17 12 TSZ 999 067hootM-8AWG( 32.00-52.00 0.6000 0.6000 , 1-3/16") T17 13 Feedline Ladder(A� 32.00-52.00 0.6000 0.6000 T17 14 E65(ELLIPTICAL) 32.00-52.00 0.6000 0.6000 T17 15 E65(ELLIPTICAL) 32.00-52.00 0.6000 0.6000 Job Pa9e • �YI�TOw�'N BU 816298 -ZEPHYRHILLS 21 of 68 � Project Date SSOE Grortp 32o even rin s Wa Surte 350 016-00010-00 09'46'34 09/30/15 S Sp g y, Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX.• (615)66/-7569 15430 Totiver Feed Line Description Feed Line I� I� Section Record No. Se ment Elev No Ice Ice T17 16 LDF4-SOA(1/2") 32.00-52.00 0.6000 0.6000 T17 17 ALS-50(7/8) 32.00-52.00 0.6000 0.6000 T17 18 561(1-5/8") 32.00-52.00 0.6000 0.6000 T17 23 Feedline Ladder(A� 32.00-52.00 0.6000 0.6000 T17 24 ASU9323TYP01(1-1/4) 32.00-52.00 06000 0.6000 T17 25 ASU9325TYP01(1-3/5) 32.00-52.00 0.6000 0.6000 i T17 26 LDF7-SOA(1-5/8 FOAIvn 32.00-52.00 0 6000 0.6000 T17 27 Feedline Ladder(A� 32.00-52.00 0.6000 0.6000 T17 28 LDF7-SOA(I-5/8 FOAIvn 32.00-52.00 0.6000 0.6000 T17 29 LDF7-SOA(I-5/8 FOAIvn 32.00-52.00 0.6000 0.6000 T17 30 LDF4RN-SOA(1/2FOAM) 32.00-52.00 0.6000 0.6000 T 17 32 Feedline Ladder(A� 32.00-52.00 0.6000 0.6000 T17 33 LDF7-SOA(I-5/8 FOAlvn 32.00-52.00 0.6000 0.6000 T18 2 Climbing Ladder(CCI) 8.00-32.00 0.6000 0.6000 T18 3 Safety Line 3/8 8.00-32.00 0.6000 0.6000 ' T18 4 Feedline Ladder(A� 8.00-32.00 0.6000 0.6000 T 18 5 MLE Hybrid 3Power/6Fiber 8.00-32.00 0.6000 0 6000 RL 2(1 1/4") I� T18 6 LDF7-SOA(1-5/8 FOAIvn 8.00-32.00 0.6000 0.6000 T18 7 LDFS-SOA(7/8 FOAM) 8.00-32.00 0.6000 0.6000 I� T18 9 Feedline Ladder(A� 8.00-32.00 0.6000 0.6000 T18 10 TOWER HYBRID CABLE 8.00-32.00 0.6000 0.6000 6X6 AWG(1-3/8") T 18 11 LDF2-SOA(3/8 FOANn 8.00-32.00 0.6000 0.6000 T18 12 TSZ 999 067/�M-8AWG( 8.00-32.00 0.6000 0.6000 1-3/16") T 18 13 Feedline Ladder(A� 8.00-32.00 0.6000 0.6000 T18 14 E65(ELLIPTICAL) 8.00-32.00 0.6000 0.6000 T 18 15 E65(ELLIPTICAL) 8.00-32.00 0.6000 0.6000 T18 16 LDF4-SOA(1/2") 8.00-32.00 0.6000 0.6000 T18 17 ALS-50(7/8) 8.00-32.00 0.6000 0.6000 T18 18 561(1-5/8") 8.00-32.00 0.6000 0.6000 T18 23 Feedline Ladder(A� 8.00-32.00 0.6000 0.6000 T18 24 ASU9323TYP01(1-1/4) 8.00-32.00 0.6000 0.6000 T18 25 ASU9325TYP01(1-3/5) 8.00-32.00 0.6000 0.6000 T18 26 LDF7-SOA(I-5/8 FOAlVn 8.00-32.00 0.6000 0.6000 T 18 27 Feedline Ladder(A fl 8.00-32.00 0.6000 0.6000 T18 28 LDF7-SOA(1-5/8 FOANn 8.00-32.00 0.6000 0 6000 T18 29 LDF7-SOA(1-5/8 FOANn 8.00-32.00 0.6000 0.6000 T18 30 LDF4RN-SOA(1/2 FOAM) 8.00-32.00 0.6000 0.6000 T18 32 Feedline Ladder(Afl 8.00-32.00 0.6000 0.6000 T18 33 LDF7-SOA(1-5/8 FOAl� 8.00-32.00 0.6000 0.6000 Discrete Tower Loads Descrrptron Face Offset O,�'sets: .L:imuth Placement C,iAa C,u4,� Weight or Type Hor� Adj:rstn:ent Front Side ' Leg Lateral Yert ft ° ft ft� ft� K .� f Lightning Rod I/2"x4'on 15' C From Leg 0.00 0.00 285.00 No Ice 5 45 5 45 0 13 Pol e 0.00 10 00 Flash Beacon Lighting C From Leg 0.00 0 00 285.00 No Ice 2.70 2.70 0.05 0.00 15 00 DB224 B From Leg 0.00 -90.00 285.00 No Ice 3 15 3 15 0.03 I�I , Job Page ��Q�� BU 816298-ZEPHYRHILLS 22 of 68 SSOE Group Project Date 320 Seven Springs Way,Suite 350 016-00010-00 09'46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Description Face OJj'set Offsets: Asimuth Placement C,�Aa C,�A,� Weight or Type Hor= Adjushnent Front Side Leg Latera! ' Yert fr ° ft ft1 fr� K � n -0.50 5.00 Side Arm Mount[SO 306-1] A From Leg 1 42 �5.00 277.00 No Ice 0.98 2.18 0.04 -1 42 0.00 Side Arm Mount[SO 306-1] B From Leg 0.00 -90.00 277.00 No Ice 0.98 2.18 0 04 -2.00 0.00 DS8AlOF36U-D A From Leg 2.83 �5.00 277.00 No Ice 4.64 4.64 0.04 -2.83 8.00 ATS8TMA10 A From Leg 2.83 115.00 277.00 No Ice 1 16 2.74 0.03 -2.83 -2.00 DS8AlOF36U-D B From Leg 0.00 -90.00 277.00 No Ice 4.64 4.64 0.04 11.00 8.00 Pipe Mount[PM 601-I] B From Leg 0.00 -90.00 275.00 No Ice 3 00 0.90 0.07 -0.50 0.00 Sector Mount[SM 402-1] A From Leg 1 15 -55.00 227.00 No Ice 9 76 7.05 028 -1.64 0.00 Sector Mount[SM 402-1] B From Leg 1.81 -25.00 227.00 No Ice 9 76 7 OS 0.28 -0.85 0.00 Sector Mount[SM 402-I] C From Leg 1.99 -5 00 227.00 No Ice 9 76 7.05 028 -0 18 0.00 (2)UMWD-03319-R2DM w/ A From Leg 2.29 -55.00 227.00 No Ice 6 11 4 47 0.05 Mount Pipe -3.28 0.00 (2)6'x 2"mount pipe A From Leg 229 -55.00 227.00 No Ice I 44 1 44 0.02 -328 0.00 (2)UMWD-03319-R2DM w/ B From Leg 3.63 -25.00 227.00 No Ice 6 11 4 47 0.05 Mount Pipe -1.69 0.00 (2)6'x 2"mount pipe B From Leg 3.63 -25.00 227.00 No Ice 1 44 1 44 0.02 -1.69 0.00 (2)UMWD-03319-R2DM w/ C From Leg 3.98 -5.00 227.00 No Ice 6 11 4 47 0.05 Mount Pipe -0.35 0.00 (2)6'x 2"mount pipe C From Leg 3.98 -5.00 227.00 No Ice 1 44 1 44 0.02 -035 � 0.00 Sector Mount[SM 602-1] A From Leg 1.93 -15.00 215.00 No Ice 18.81 10.62 0.51 -0.52 0 00 Sector Mount[SM 602-1] B From Leg 1.93 15 00 215.00 No Ice 18.81 10 62 0.51 0.52 0.00 (4)10'x 3"Pipe Mount D From Face 0.50 0.00 215.00 No Ice 3.00 3 00 0.08 0.00 0 00 (4)DB878G90A-Xl' A From Leg 3.86 -15.00 215.00 No Ice 1030 7.53 0.05 -� 4 i ��W�� Job Page �� BU 816298 -ZEPHYRHILLS 23 of 68 SSOE Grottp Project Date i 320 Seven Springs Way,S:�ite 350 016-00010-00 09:46.34 09/30/15 Brennvood,77V 37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Description Face O,fJset Oj,l�sets: A=in:uth Placement C,iA,� C,�Aa Weight or Type Hor� Adjustment Front Side Leg Latera! Yert .1� � .R .Ic� fr� K � � w/Mount Pipe -1.04 0.00 (4)DB878G90A-XY B From Leg 3.86 15 00 215.00 No Ice 1030 7.53 0.05 w/Mount Pipe 1.04 0.00 (4)DB878G90A-XY D From Face 0.50 0.00 215.00 No Ice 10.30 5.63 0.03 0.00 0.00 Sector Mount[SM 502-1] A From Leg 1.93 -15.00 203.00 No Ice 15.35 14.00 0 19 -0.52 0.00 Sector Mount[SM 502-1] B From Leg 1.93 15 00 203.00 No Ice 1535 14 00 0 19 0.52 0.00 Sector Mount[SM 502-1] C From Leg 1 42 45 00 203.00 No Ice 15.35 14 00 0 19 1 42 0.00 (2)2"x 6'Mount Pipe A From Leg 3.86 -15.00 203.00 No Ice 120 1.20 0 03 -I.04 0.00 (2)2"x 6'Mount Pipe B From Leg 3.86 1 S 00 203.00 No Ice 120 1.20 0 03 1.04 0.00 (2)2"x 6'Mount Pipe C From Leg 2.83 45.00 203.00 No Ice 120 1.20 0 03 2.83 0.00 APXV9ERR18-C w/Mount A From Leg 3.86 -15.00 203 00 No Ice 826 6.47 0.07 Pipe -I.04 0.00 (3)ACU-A20-N A From Leg 3.86 -15.00 203.00 No Ice 0.08 0.14 0 00 -1.04 0.00 , 800MHZ SMR FILTER A From Leg 3.86 -15.00 203.00 No Ice 0 76 0.25 0.01 -1.04 0.00 RRUS-11 800MHz A From Leg 3.86 -15.00 203.00 No Ice 2.94 1.52 0.05 ' -1.04 0.00 TTTT65AP-1 XR w/Mount A From Leg 3.86 -15.00 203.00 No Ice 7.57 4 77 0.06 Pipe -1.04 0.00 RRUS 31 B25 A From Leg 3.86 -15.00 203.00 No Ice 1.89 I 49 0.06 -1.04 0.00 FZHJ-RRH A From Leg 3.86 -15 00 203.00 No Ice 1 47 1 18 0.06 -1.04 0.00 APXVERRI8-C w!Mount B From Leg 3.86 15 00 203.00 No Ice 8.26 6.71 0.07 Pipe 1.04 0.00 RRUS-11 800MHz B From Leg 3.86 15 00 203.00 No Ice 2.94 1.52 0.05 1 04 0.00 800MHZ SMR FILTER B From Leg 3.86 15 00 203.00 No Ice 0 76 0.25 0 O1 1.04 0.00 (3)ACU-A20-N B From Leg 3.86 15 00 203.00 No Ice 0.08 0.14 0.00 � ��TOw�� Job Page 1 BU 816298 -ZEPHYRHILLS 24 of 68 SSOE Group Project Date 320 Seven Sprrngs Way,Suite 350 016-00010-00 09:46:34 09/30/15 Brentwood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Descripdon Face Offset Offsets: .4�im:eth Placen:ent C,�AA C,�A,� Weight or Type Hora Adj:rshnent Front Side Leg Lateral Yert Jl ° fr ft1 ft� K .� .� 1.04 0.00 (2)TN 11/2X 248T/256X HP B From Leg 3.86 25 00 203.00 No Ice 1.25 0.46 0.01 1.04 0.00 TTTT65AP-1 XR w/Mount B From Leg 3.86 15 00 203.00 No Ice 7.57 4 77 0 06 Pipe 1.04 0.00 RRUS 31 B25 B From Leg 3.86 15 00 203.00 No Ice 1.89 1 49 0.06 1.04 0.00 FZHJ-RRH B From Leg 3.86 I5.00 203.00 No Ice 1 47 1 18 0.06 1.04 0.00 APXV9ERR18-C w/Mount C From Leg 2.83 45 00 203.00 No Ice 826 6.47 0.07 Pipe 2.83 0.00 RRUS-11 800MHz C From Leg 2.83 45 00 203.00 No Ice 2.94 1.52 0.05 2.83 0.00 (3)ACU-A20-N C From Leg 2.83 45 00 203.00 No Ice 0.08 0 14 0 00 2.83 0.00 800MI�IZ SMR FILTER C From Leg 2.83 45 00 203.00 No Ice 0 76 025 0 O1 2.83 0.00 TTTT65AP-1XR w/Mount C From Leg 2.83 45 00 203.00 No Ice 7.57 4 77 0 06 Pipe 2.83 0.00 RRUS 31 B25 C From Leg 2.83 45 00 203.00 No Ice 1.89 1 49 0.06 2.83 0.00 FZHJ-RRH C From Leg 2.83 45 00 203.00 No Ice 1 47 1 18 0.06 2.83 0.00 Zephyrhills Platform C None 0.00 195.00 No Ice 41.00 41.00 3.00 Sector Mount[SM 402-1] B From Leg 1.93 -15.00 194.00 No Ice 9 76 7.05 0.28 -0.52 0.00 Sector Mount[SM 402-1] C From Leg 1.93 15 00 194.00 No Ice 9 76 7.05 0.28 0.52 0.00 Sector Mount[SM 402-1] D From Leg 1 42 45 00 194.00 No Ice 9 76 7.05 0.28 1 42 0.00 (2)TMBXX-6517-A2M D From Leg 2.83 45 00 194.00 No Ice 8.74 5.24 0.04 2.83 0.00 FRIG D From Leg 2.83 45 00 194.00 No Ice 2.79 1 10 0.06 2.83 0.00 ASU9338TYP01 D From Leg 2.83 45 00 194.00 No Ice 3 74 1 16 0.02 2.83 0.00 FXFB D From Leg 2.83 45.00 194.00 No Ice 4 13 1 12 0 06 2.83 , 0.00 . � Job Page ��Q�e� BU 816298 -ZEPHYRHILLS 25 of 68 SSOE Gro[tp Project Date 320 Seven Springs Way,S:rite 350 016-00010-00 09:46:34 09/30/15 Brennvood,7N37027 Client Designed by Phone. (615)661-7585 CC� FAX. (615)661-7569 15430 Description Face Offset Offsets: AJimuth Placernent C,�A,� C,iAa Weight I or Type Hor= Adjtrstment Front Side Leg Lateral Yert � Jt ° ft fi� fi� K f � SBNHH-1 D65C w/Mount D From Leg 2.83 45 00 194.00 No Ice 11.59 9 79 0 10 Pipe 2.83 0.00 TMAT1921B78-21A D From Leg 2.83 45 00 194.00 No Ice 0 76 035 0 02 2.83 0.00 (2)TMBXX-6517-A2M B From Leg 3.86 -15.00 194.00 No Ice 8.74 5.24 0 04 -1.04 0.00 FRIG B From Leg 3.86 -15.00 194.00 No Ice 2.79 1 10 0.06 -1.04 0.00 ASU9338TYP01 B From Leg 3.86 -15.00 194.00 No Ice 3 74 I 16 0 02 -1.04 0.00 (2)FXFB B From Leg 3.86 -15.00 194.00 No Ice 4 13 1 12 0 06 -1.04 0.00 SBNHH-1 D65C w/Mount B From Leg 3.86 -15.00 194.00 No Ice 11.59 9 79 0 10 Pipe -1.04 0.00 TMAT1921B78-21A B From Leg 3.86 -15.00 194.00 No Ice 0 76 0.35 0.02 -1.04 0.00 (2)TMBXX-6517-A2M C From Leg 3.86 15 00 194.00 No Ice 8.74 524 0.04 1.04 0.00 ASU9338TYP01 C From Leg 3.86 15 00 194 00 No Ice 3 74 I 16 0 02 1.04 0.00 FRIG C From Leg 3.86 15 00 194.00 No Ice 2.79 1 10 0.06 1.04 0.00 SBNHH-1 D65C w/Mount C From Leg 3.86 15 00 194.00 No Ice 11.59 9 79 0.10 Pipe 1.04 0.00 TMAT1921B78-21A C From Leg 3.86 IS 00 194.00 No Ice 0 76 035 0.02 1.04 0.00 VFI3-30-96 A From Leg 1.93 -I5.00 177 00 No Ice 1820 17.30 0.37 -0.52 0.00 VF13-30-96 B From Leg 1.93 15 00 177.00 No Ice 18.20 1730 037 0.52 0.00 VF13-30-96 C From Leg 1 41 45 00 177.00 No Ice 18.20 1730 037 1 41 0.00 (2)Mount Tieback A From Leg 1.93 -15.00 177.00 No Ice 3.00 3.00 0.08 -0.52 0.00 ' (2)Mount Tieback B From Leg 1.93 15 00 177 00 No Ice 3.00 3 00 0.08 0.52 0.00 (2)Mount Tieback C From Leg 1 41 45 00 177.00 No Ice 3.00 3 00 0 08 I 41 0.00 ; Job Page �� BU 816298 -ZEPHYRHILLS 26 of 68 SSOE Group Project Date 320 Seven Springs Way,Suite 350 016-00010-00 09'46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Descrrption Face Ofj'set OJj'sets: A=rm:uh Placement C,�Aa C,�A,� Weight or Type Hor� Adj:rshnent Front Side Leg Lateral Yert .lt ° .It .fr� fr� K � n (2)LPD-7905/8 w/Mount A From Leg 3.86 -15.00 177.00 No Ice 621 11.53 0.08 Pipe -1.04 0.00 X7CQAP-86-865-VRO w/ A From Leg 3.86 -15.00 177.00 No Ice 13.86 11 19 0.09 ' Mount Pipe -1.04 0.00 X7C-FRO-860-VRO w/ A From Leg 3.86 -15.00 177.00 No Ice 13.86 10 65 0 08 � ' Mount Pipe -1.04 0.00 RRUSi2/RRUS A2 A From Leg 3.86 -15.00 177.00 No Ice 3.67 2.14 0.07 -1.04 0.00 RCMDC-3315-PF-48 A From Leg 3.86 -15.00 177.00 No Ice 4.33 2.56 0.03 -1.04 0.00 (2)LPD-7905/8 w/Mount B From Leg 3.86 I5.00 177.00 No Ice 6.21 11.53 0.08 Pipe 1.04 0.00 X7CQAP-86-865-VRO w/ B From Leg 3.86 15 00 177.00 No Ice 13.86 11 19 0 09 Mount Pipe 1.04 0.00 X7C-FRO-860-VRO w/ B From Leg 3.86 15 00 177.00 No Ice 13.86 10.65 0.08 Mount Pipe 1.04 0.00 RRUS12/RRUS A2 B From Leg 3.86 15 00 177.00 No Ice 3.67 2.14 0.07 I.04 0.00 RCMDC-3315-PF-48 B From Leg 3.86 15 00 177.00 No Ice 4.33 2.56 0.03 � 1.04 0.00 (2)LPD-7905/8 w/Mount C From Leg 2.83 -15.00 177.00 No Ice 621 11.53 0.08 Pipe 2.83 0.00 X7CQAP-86-865-VRO w/ C From Leg 2.83 -15.00 177.00 No Ice 13.86 11 19 0.09 Mount Pipe 2.83 0.00 X7C-FRO-860-VRO w/ C From Leg 2.83 -15.00 177.00 No Ice 13.86 10.65 0.08 Mount Pipe 2.83 0.00 RRUS12/RRUS A2 C From Leg 2.83 -15 00 177.00 No Ice 3.67 2.14 0 07 2.83 0.00 RCMDC-3315-PF-48 C From Leg 2.83 -15.00 177.00 No Ice 433 2.56 0.03 2.83 0 00 Zephyrhills Platform C None 0.00 96.00 No Ice 41.00 41 00 3.00 Pipe Mount[PM 601-1] B From Leg 035 45 00 95.00 No Ice 3.00 0.90 0.07 035 0.00 Side Lighting B From Leg 0.50 0.00 183.00 No Ice 0 13 0.13 0.01 0.00 ' 0.00 Side Lighring D From Leg 0.50 0.00 183.00 No Ice 0 13 0 13 0.01 0 00 0.00 Side Lighting A From Leg 0.50 0.00 105.00 No Ice 0.13 0.13 0.01 0.00 e ' Job Page �� BU 816298 -ZEPHYRHILLS 27 of 68 SSOE Grottp Project Date 320 Seven Springs Way,Suite 350 016-00010-00 09:46�34 09/30/15 Brenhvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX.• (615)661-7569 15430 Description Face O,�j'set Offsets: AJimvth Placement C,�A,� C,�A,� Weight or Type Hor� Adj:�shnent Front Side Leg Lnteral ' i�ert ft ° ft ft� fr� K � f , o.00 ' Side Lighting C From Leg 0.50 0.00 105.00 No Ice 0 13 0.13 0.01 0.00 0.00 Dishes Description Face Dislr Offset Offsets: A=imt�th 3 dB Elevation O:uside Apert:�re Weight or Type Type Hor= Adjt�sbnen! Beam Diameter Area Leg Lateral Width �ert 1� ° ° .lt ./1 .1tZ K PAD8-65AC B Paraboloid w/o From 0.00 -90.00 275.00 8.00 No Ice 50.27 0.29 Radome Leg -I.00 ' 0 00 ANT2 0.6 11 HPX B Paraboloid From 3.86 25 00 203.00 2.17 No Ice 3.72 0 03 (TR) w/Radome Leg 104 0 00 PAD8-65AC B Paraboloid w/o From 0 71 45 00 95.00 8.00 No Ice 50.27 029 , Radome Leg 0 71 0 00 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 12 Dead+1.6 Wind 45 deg-No Ice 5 0.9 Dead+1.6 Wind 45 deg-No Ice 6 ].2 Dead+1.6 Wind 90 deg-No Ice 7 0.9 Dead+1.6 Wind 90 deg-No Ice 8 1.2 Dead+1.6 Wind 135 deg-No Ice 9 0.9 Dead+1.6 Wind 135 deg-No Ice 10 1.2 Dead+1.6 Wind 180 deg-No Ice 11 0.9 Dead+1.6 Wind I 80 deg-No Ice � 12 12 Dead+1.6 W ind 225 deg-No Ice I 13 0.9 Dead+1.6 W ind 225 deg-No Ice 14 12 Dead+1.6 Wind 270 deg-No Ice li 15 0.9 Dead+1.6 Wind 270 deg-No Ice j 16 1.2 Dead+1.6 Wind 315 deg-No Ice �� 17 0.9 Dead+1.6 W ind 315 deg-No Ice I 18 Dead+Wind 0 deg-Service �I 19 Dead+Wind 45 deg-Service 20 Dead+Wind 90 deg-Service i 21 Dead+Wind 135 deg-Service I 22 Dead+Wind 180 deg-Service � 23 Dead+Wind 225 deg-Service 24 Dead+Wind 270 deg-Service , �n��Q�� Job BU 816298-ZEPHYRHILLS Pa9e 28 of 68 SSOE Group Project Date 320 Seven Springs Way,S:rite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� 15430 FAX.• (615)661-7569 Comb. Description ' No. 25 Dead+Wind 315 deg-Service Maximum Member Forces Secdon Elevation Component Condition Gov Axial MajorAxis MinorAxis No. ,/1 Type Load Moment Moment Canb. K kip ft krp-fr T1 288-279 Leg Max Tension 9 0.27 0.93 031 Max.Compression 8 -0.80 -0.27 -0.91 , Max.Mx 10 -0.O1 1.07 -0.57 Max.My 11 -0.58 0.04 -1.05 Ma�c.Vy 10 -0.34 1.07 -0.57 Max.Vx 11 0.33 0 04 -1 OS Diagonal Max Tension 3 0.34 0.00 0 00 Max.Compression 14 -0.58 0.00 0.00 Max.Mx 6 0.30 0.07 0.00 Max.My 6 -0.11 0.00 0.01 Max.Vy 6 0.03 0.00 0.00 Max.Vx 6 -0.00 0.00 0.00 Top Girt Max Tension I S 0.20 -0.03 0.00 ' Max.Compression 14 -022 -0.03 0.00 Max.Mx 6 0.06 -0.04 0.00 Max.My 2 0 03 -0.03 0.00 Max.Vy 6 0 04 -0.04 0.00 Max.Vx 2 -0.00 -0.03 0 00 Inner Bracing Max Tension 14 0.00 0.00 0 00 Max.Compression 8 -0.O1 0.00 0.00 Max.Mx 14 0.00 -0.08 0.00 Max.My 6 0.00 0.00 -0.00 Max.Vy 14 0.03 0.00 0.00 Max.Vx 6 0.00 0.00 0.00 T2 279-272 Leg Max Tension 5 0.58 0.34 0.09 Max.Compression 4 -2.36 -0.07 -029 Max.Mx 6 -0.34 -1.98 -0.08 Max.My 7 -1 70 1.08 1.95 Max Vy 6 -1 13 1.23 -0.08 Ma�c.Vx 7 1 10 1.08 -1 18 Diagonal Max Tension I 1 2.50 0.00 0.00 Max.Compression 6 -2.77 0.00 0.00 Max.Mx 6 136 0 06 0.00 Max.My 6 -0 00 0.00 0.01 Max Vy 6 -0.03 0.00 0.00 Max Vx 6 -0.00 0.00 0.00 Horizontal Max Tension 6 1.72 -0.04 0.00 Max Compression 7 -1.66 -0.03 0.00 Max.Mx 6 0 67 -0.04 -0.00 Max.My 10 -0.57 -0.04 0.01 Max.Vy 6 -0.03 -0.04 -0.00 Max Vx 10 -0.00 -0.04 0.01 Inner Bracing Max Tension 1 0.00 0.00 0.00 Max.Compression 8 -0.O1 0.00 0.00 Max M�c 14 -0.00 -0 10 0 00 Max.My 6 -0.00 0.00 -0.00 Max.Vy 14 0 03 0.00 0.00 Max Vx 6 0 00 0 00 0.00 T3 272-259 Leg Max Tension 9 2.13 1 07 0.11 Max.Compression 16 -5.07 -0.18 -0.00 Max.M�c 6 0.93 1.23 -0.08 Max My 7 -3 07 1.07 -1 19 � , Job Page tn��QW�'1" BU 816298-ZEPHYRHILLS 29 of 68 SSOE Gro[tp Project Date 320 Seven Springs Way,S:�ite 350 016-00010-00 09�46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Section Elevation Component Condition Gov Axral Major Axis Minor Axis No. ,/t Type Load Moment Moment Couib. K kip ft krp-ft Max.Vy 6 0.37 1.23 -0.08 I Max.Vx 7 -036 1 07 -1 19 Diagonal Max Tension 7 6.95 0 00 0.00 Max.Compression 6 -7.25 -0.04 -0.03 I Max.Mx 8 -6 18 -0.04 -0.03 I Max.My 8 -625 -0.04 -0.03 MaY.Vy 8 0.02 -0.04 -0.03 ' Ma�c.Vx 6 0.01 0.00 0.00 Horizontal MaxTension 6 332 -0.09 0.01 Max.Compression 7 -329 -0.07 OA1 i Max.Mx 6 -1.63 -0 13 -0.01 Max.My 10 -1.50 -0.07 0.02 Ma�c.Vy 6 0.07 -0.13 -0.01 Max.Vx ]0 -0.0] -0.07 0.02 Redund Horz 1 Max Tension 6 034 0.00 0.00 Bracing Max.Compression 11 -034 0.00 0.00 Max.Mx 2 0 10 -0.01 0.00 Max.My 6 0 17 0.00 0.00 Max Vy 2 -0.O1 0.00 0.00 Max.Vx 6 -0.00 0.00 0.00 � Redund Diag 1 Max Tension 10 0 49 0.00 0.00 Bracing Max.Compression 7 -035 0.00 0.00 Max.l� 6 0.07 -0A1 0.00 Max.My 6 0 17 0 00 -0.00 Max Vy 6 0.01 0.00 0 00 ' . Max.Vx 6 0.00 0.00 0.00 , Inner Bracing Max Tension 1 0.00 0.00 0.00 Max.Compression 8 -0.02 0.00 0 00 ' Max.Mx 14 -0.00 -0 11 0.00 Max.My 6 -0.00 0.00 -0.00 Max Vy 14 0.04 0.00 0.00 Max.Vx 6 0 00 0.00 0.00 T4 259-247 Leg Max Tension 9 8.82 0.28 0.04 Max.Compression 8 -1334 -0.04 -026 ' Max.Mx 8 -3.05 0.68 -0.60 Max.My 16 -3 16 -0.54 0.62 Max Vy 8 -027 0.68 -0.60 Max Vx 16 -026 -0.54 0.62 Diagonal Max Tension 7 7.52 0 00 0.00 Max.Compression 6 -7 79 0 00 0.00 Max.Mx 8 -6 43 -0 04 -0.02 Max.My 8 -6.48 -0.03 -0.03 Max Vy 8 0 02 -0.04 -0.02 Max Vx 6 0.01 0.00 0.00 Horizontal Max Tension 6 4 12 -0 06 0 O1 Max.Compression 7 �.08 -0.04 0.00 Max.Mx 6 -1 44 -0.07 -0.00 Max.My 10 -1.25 -0 OS 0.01 Max Vy 6 0.04 -0.07 -0.00 Max Vx 10 -0.00 -0.OS 0 O1 Redund Horz 1 Max Tension 6 0.23 0 00 0.00 Bracing Max.Compression 11 -0.23 0 00 0.00 Max Mx 2 0 14 -0 O1 0 00 Max.My 8 0.20 0 00 0.00 Max Vy 2 0.01 0 00 0.00 Ma�c.Vx 8 -0.00 0 00 0.00 Redund Diag 1 Max Tension 10 030 0.00 0.00 Bracing I I i . ' Job Page ��w�� BU 816298-ZEPHYRHILLS 30 of 68 SSOE Group Project Date i s2o seven spr�ngs way,S:�rte 350 016-00010-00 09�46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Section Elevation Con:ponent Condition Gov Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K Idp ft kip-/t Max.Compression 8 -020 0.00 0.00 Max.Mx 6 0 16 -0.O1 0.00 Max My 6 022 0.00 -0.00 Max.Vy 6 0.01 0.00 0.00 Mas.Vx 6 0.00 0.00 0.00 Inner Bracing Max Tension I 0.00 0.00 0.00 Max.Compression 8 -0.02 0.00 0.00 Max.Mx 2 -0.00 -0.15 0.00 Max.My 6 -0.00 0.00 -0.00 Max.Vy 2 0.04 0 00 0.00 Ma�c.Vx 6 0.00 0 00 0.00 � TS 247-237 Leg Max Tension 9 16.75 031 0.10 � Max.Compression 8 -22.76 -0.33 -028 Max.Mx 8 -3 49 0.68 -0.60 Ma�c.My 16 -3.66 -0.54 0.62 Ma�c.Vy 6 034 0.55 -026 Max.Vx 14 034 -024 0.54 Diagonal Max Tension 7 7.51 0.00 0.00 Max.Compression 6 -7.94 0.00 0 00 Max.Mx 6 5.01 0 15 0.00 , Max.My 6 0 16 0.00 0.02 Ma�c.Vy 6 0.05 0.00 0.00 Max.Vx 6 -0.00 0.00 0.00 Horizontal Max Tension 6 4.95 -0.08 0.01 Max.Compression 7 �.86 -0.06 0.01 - Max.Mx 6 137 -0 10 -0.O1 Max.My 10 -1.06 -0.08 0.02 Max.Vy 6 0.06 -0.09 -0.O1 Max.Vx 10 -0.O1 -0.08 0.02 Inner Bracing Max Tension 1 0 00 0.00 0.00 Max Compression 8 -0.02 0.00 0.00 Max.M�c 14 -0.00 -0.18 0.00 Max.My 6 -0 00 0.00 -0.00 � Max Vy 14 0.05 0.00 0.00 Max Vx 6 0.00 0.00 0.00 T6 237-232 Leg Max Tension 9 23.80 0.29 0.34 Max Compression 8 -31 44 0.08 -024 Max Mx 8 �79 1 41 -128 Max.My 16 -5.00 -1 19 132 � Max Vy 8 -039 1 41 -1.28 Max.Vx 16 -037 -1 19 132 Diagonal MaxTension 7 5.90 0.00 0.00 Max.Compression 6 �.56 0 00 0 00 Max.Mx 6 4 19 0 17 0 00 Max My 6 -0.07 0.00 0.01 Max Vy 6 -0.07 0.00 0.00 Max Vx 6 -0.O1 0.00 0.00 Horizontal Max Tension 6 5 41 -0.08 0 O1 Max.Compression 7 -5.27 -0.06 0.00 Max.Mx 6 -0.92 -0.08 -0.00 Max My 10 -1.08 -0.08 0.02 Max Vy 6 0.05 -0.08 -0.00 Max Vx 10 -0.00 -0.08 0.02 Inner Bracing Max Tension 1 0.00 0.00 0.00 Max.Compression 8 -0.02 0.00 0 00 Max.Mx 14 -0.00 -0.22 0.00 Ma�c.My 6 -0.00 0.00 -0.00 Max Vy 14 0 OS 0.00 0.00 Max.Vx 6 0.00 0 00 0.00 T7 232-222 Leg Max Tension 9 2634 034 0.01 Max.Compression 8 -36.39 038 0.05 �� I Job Pa9e y �IZ��OWef' BU 816298-ZEPHYRHILLS 31 of 68 SSOE Group Project Date 32o Seven Springs Way,S:�ite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by ' Phone: (615)661-7585 CC� ' FAX. (615)661-7569 15430 Section Elevadon Con:ponent Condition Gov Axial MajorAxis MinorAxis No. ft Type Load Moment Moment Comb. K kip fr kip-ft Max.Mx 8 -6.68 1 76 -I 46 Ma�c.My 16 -6.93 -1.39 1 70 Max.Vy 16 -0 77 0.00 -0 43 Max.Vx 8 -0 76 -0 46 -0.00 Diagonal Max Tension 7 9.57 -0.03 0.02 Max.Compression 6 -1028 0.00 0.00 Max Mx 8 -8.06 -0.07 -0.03 Max.My 6 -10.21 -0.07 -0.03 Max.Vy 8 0.04 -0.07 -0.03 Max.Vx 6 0.01 0.00 0 00 Horizontal Max Tension 6 6 72 -025 0.02 Max.Compression 7 -637 -0.18 0.01 Max.I�4x 6 -131 -034 -0.O1 Max My 10 -0 74 -0.18 0.04 Max.Vy 6 0 15 -0.34 -0 O 1 Max.Vx 10 -0.O1 -0.18 0.04 Redund Horz 1 Max Tension 16 0.82 0.00 0.00 Bracing Max.Compression 9 -0 75 0.00 0 00 Max.Mx 2 0.61 -0.O1 0.00 Max.My 8 0 79 0.00 0 00 Max Vy 2 0.01 0.00 0 00 Max Vx 8 -0.00 0.00 0 00 Redund Diag 1 Max Tension 8 0.66 0.00 0 00 Bracing Max.Compression 17 -0.54 0.00 0 00 Mar.Mx 6 032 -0.02 0.00 Max.My 6 0.58 0.00 -0.00 Max.Vy 6 0.01 0.00 0.00 Max.Vx 6 0 00 0.00 0.00 , Inner Bracing Max Tension 1 0 00 0.00 0.00 Max.Compression 16 -0 04 0.00 0.00 Max.Mx 2 -0.O1 -031 0.00 Max.My 6 -0 O 1 0.00 -0.00 �I Max Vy 2 0.07 0.00 0.00 Max Vx 6 0.00 0.00 0.00 T8 222-210 Leg MaxTension 9 33.88 0.21 -0 16 Max Compression 8 �47 10 0 18 -0.51 Max.Mx 8 -9 OS 3.27 -2.83 Max.My 16 -9.31 -2.74 3.20 Max Vy 6 1.22 -0.97 I 44 Max Vx 4 -120 -0.68 -0 44 i Diagonal Max Tension 7 14.05 -0.02 0.02 Max.Compression 6 -14.57 0.00 0.00 ' Max.Mx 8 -10 79 -0.08 -0.04 ' Max My 6 -14 49 -0.08 -0 04 Max Vy 8 0 04 -0.08 -0.04 ' Max Vx 6 0.01 0.00 0.00 Horizontal Max Tension 6 8.77 -0 11 0.01 Max.Compression 7 -8.53 -0.08 0.01 Max Mx 6 -1.31 -0 13 -0 O 1 Max My 10 -0.88 -0 10 0.02 Max Vy 6 0 06 -0 13 -0.O 1 Max Vx ]0 -0.O 1 -0 10 0.02 Redund Horz I Max Tension 12 1 41 0 00 0 00 Bracing Max.Compression 13 -133 0 00 0.00 Max.Mx 14 0.70 -0 O1 0.00 Max.My 8 1.29 0.00 0.00 Max.Vy 14 0.01 0.00 0.00 Max Vx 8 -0.00 0.00 0.00 � Job Page ��x�Q�� BU 816298 -ZEPHYRHILLS 32 of 68 SSOE Group Project Date 320 Seven Springs Way,Steite 350 016-00010-00 09•46•34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Section Elevation Component Condrtion Gov Axial MajorAxis MinorAxis No. ft Type Load Moment Moment Comb. K kip ft kip ft RedundDiag 1 Ma3cTension 12 1.15 0.00 0.00 Bracing Max.Compression 13 -1.04 0.00 0 00 Ma�t.Mx 6 0 43 -0.02 0 00 Max.My 6 0.66 0.00 -0.00 Max.Vy 6 0.01 0.00 0 00 Max.Vx 6 0.00 0.00 0.00 Inner Bracing Max Tension 1 0.00 0.00 0 00 Max.Compression 4 -0.03 0.00 0 00 Max.Mx 2 -0.O1 -036 0.00 Max.My 6 -0 O 1 0.00 -0.00 Max Vy 2 0.08 0.00 0.00 Max Vx 6 0.00 0.00 0 00 T9 210-195 Leg Max Tension 9 46.09 0.87 0.13 Max.Compression 8 -63 47 023 -0.66 Max.Mx 8 -11.60 439 -3.91 Max.My 16 -11.83 -3 78 427 Max.Vy 16 1 19 -0.16 -0.87 Max.Vx 17 -1.16 0.55 -0.12 Diagonal Max Tension 7 19.98 -0.04 0 02 Max.Compression 6 -20 46 0 00 0.00 Max.Mx 8 -15 46 -0.10 -0.06 Ma�c.My 6 -20.37 -0.10 -0.07 Max Vy 8 0.05 -0.10 -0.06 Max.Vx 6 0.01 0.00 0.00 Horizontal MaxTension 7 1170 -0.10 0.01 Max.Compression 7 -11.67 -0 10 0.01 Max.Mx 6 -1.68 -0.16 -0.01 Ma�c.My 10 -1.01 -0 12 0.03 Max.Vy 6 0.07 -0.16 -0.O1 Max.Vx 10 -0.01 -0 12 0.03 RedundHoal MaxTension 16 1.25 0.00 0.00 Bracing Max.Compression 17 -1 17 0.00 0.00 Max.Mx 14 0.94 -0.O 1 0.00 Max My 8 1.06 0.00 0.00 Max Vy 14 0.01 0.00 0.00 Max Vx 8 -0.00 0.00 0.00 Redund Diag 1 Max Tension 16 1 14 0.00 0.00 Bracing Max.Compression 17 -1 O1 0 00 0.00 Max.M�c 6 0.63 -0.03 0.00 � Max.My 6 0.92 0.00 -0.00 !� Max Vy 6 0 O1 0 00 0.00 Max Vx 6 0.00 0.00 0.00 Inner Bracing Max Tension 1 0.00 0.00 0.00 Max.Compression 4 -0 03 0.00 0.00 Max M�c 2 -0.00 -0.26 0.00 Max.My 6 -0.00 0.00 -0.00 Max Vy 2 0.05 0.00 0.00 Max Vx 6 0.00 0.00 0.00 T10 195-183 Leg Max Tension 9 67 00 1 02 0 13 Max.Compression 8 -9033 036 -0.46 Max Mx 8 -12.86 439 -3.91 Max My 16 -13.01 -3 78 4.27 Max Vy 10 2.94 3.46 -227 Max.Vx 2 2.86 -2.06 3 12 ', Diagonal Max Tension 11 20 73 0.00 0.00 Max.Compression 6 -21 77 -0 15 -0.07 Max.Mx 8 -17 13 -0 15 -0.06 Max.My 6 -20.90 -0 15 -0.07 / Job Page �`nacTow�� BU 816298 -ZEPHYRHILLS 33 of 68 SSOE Grottp Project Date 320 Seven Springs Way,S:�ite 350 016-00010-00 09•46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 (;C� FAX. (615)661-7569 15430 Section Elevation Component Condition Gov Axral Major Axis Minor Axis No. Jt Type Load Moment Mo»:ent Con:b. K kip ft kip ft Max.Vy 8 0.06 -0.15 -0.06 Max.Vx 6 0.01 0.00 0.00 Horizontal Max Tension 7 14 76 -024 0 02 Max.Compression 10 -15.02 -0.34 0.02 Ma�c Mx 6 -1.58 -0 40 -0 02 Max.My 10 -1.33 -0.26 0 06 Ma�t.Vy 6 0 15 -0 40 -0 02 Max.Vx 10 -0 O1 -026 0.06 Redund Horz 1 Mas Tension 8 2.08 0.00 0.00 Bracing Max.Compression 9 -1.90 0 00 0.00 Max.Mx 14 1.66 0.04 0.00 Max.My 8 136 0.00 -0.00 Max.Vy 14 -0.03 0.00 0.00 Ma�.Vx 8 0.00 0.00 0 00 Redund Diag 1 Max Tension 8 1.53 0.00 0 00 Bracing Max.Compression 9 -139 0 00 0.00 Max.Mx 6 0 73 0 05 0.00 Max.My 10 1.20 0 00 0.00 Max Vy 6 -0 02 0.00 0 00 MaY.Vx 10 -0.00 0.00 0 00 Inner Bracing Mas Tension 1 0.00 0.00 0.00 Max.Compression 4 -0.05 0.00 0.00 Max.Mx 2 -0.01 -1.06 0.00 Max.My 6 -0.01 0.00 -0.00 Max.Vy 2 0 19 0.00 0.00 Max.Vx 6 0.00 0.00 0 00 T11 183-171 Leg Max Tension 9 8431 0.87 0 OS Max.Compression 8 -114.03 0.52 -031 Max.NUc 8 -19 61 5.56 �76 Max.My 16 -19 69 �.67 5 46 Max.Vy 8 -1.89 5.56 -4 76 Max Vx 16 -1.86 -4.67 5 46 Diagonal Max Tension 11 23.98 -0.O 1 0.02 Max Compression 10 -25 12 0.00 0.00 Max Mx 8 -19.22 -0 14 -0.06 Max.My 10 -25 04 -0 14 -0.07 Max Vy 8 0.06 -0.14 -0.06 Max Vx 6 0.01 0 00 0.00 Horizontal Max Tension 10 17.65 -0 41 0.02 Max.Compression 1 I -1732 -031 0.02 " Max.Mx 6 1 65 -0 48 -0.03 Max.My 10 -1 19 -033 0 08 Max.Vy 6 0 17 -0 48 -0 03 Max Vx 10 -0.02 -0.33 0.08 Redund Horz 1 Max Tension 10 1.86 0 00 0.00 Bracing Max.Compression 8 -1 71 0.00 0.00 Max.Mx 14 1.60 -0.02 0.00 Max My 8 1 71 0.00 0 00 , Max Vy 14 0 Ol 0 00 0 00 Max Vx 8 -0.00 0.00 0 00 Redund Diag 1 Max Tension 2 1.27 0 00 0.00 Bracing Max.Compression 8 -1 18 0.00 0.00 Ma�c.Mx 6 0.88 -0.03 0 00 Max.My 10 1 19 0 00 -0.00 Max.Vy 6 0.01 0 00 0 00 Max.Vx 10 0.00 0 00 0 00 Inner Bracing Max Tension 1 0.00 0 00 0 00 1 Pa e ��x�� Job BU 816298 -ZEPHYRHILLS g 34 of 68 SSOE Group Project Date 320 Seven Springs Way,Suite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CCI 15430 FAX.• (615)661-7569 Section Elevation Component Condition Gov Axial MajorAxis MinorAxis No. f? Type Load Moment Moment Comb. K /dp ft kip-ft Max.Compression 10 -0.04 0.00 0.00 Max.Mx 2 -0.00 -0 44 0 00 Max My 6 -0.O 1 0 00 -0.00 Mas.Vy 2 0.07 0.00 0.00 Max.Vx 6 0.00 0.00 0.00 T12 171-146 Leg MaxTension 9 104 71 0.95 0.11 Max.Compression 8 -141 80 0.87 031 Ma�c.Mx 8 -21 77 5.56 �76 Max My 16 � -21.83 -4.67 5.46 Max.Vy 8 1 00 5.56 -4 76 Max Vx 16 0.99 �.67 5 46 Diagonal Max Teasion 11 40.87 0.00 0.00 Max.Compression 10 �1.86 0.00 0.00 Max.Mx 6 -2.09 -0 40 -0.04 Max.My 10 -41.53 -0.34 -0 74 Max.Vy 6 0.12 -0 40 -0.04 Max.Vx 10 -0.06 0.00 0.00 Horizontal Max Tension 10 20 43 -027 0 02 Max.Compression 10 -20.54 -0.27 0.02 Max.Mx 6 1 74 -0.32 -0.02 Max.My 10 -I 41 -0.21 0.05 , Max.Vy 6 0 10 -0.32 -0.02 Max Vx 10 -0.O1 -0.21 0.05 Redund Horz 1 Max Tension 8 2.34 0.00 0.00 Bracing Max.Compression 8 -2.34 0 00 0 00 Max.M�c 14 1.57 -0.03 0.00 Max.My 10 -0.OS 0.00 0.00 Max.Vy 14 0 02 0.00 0.00 Max.Vx 10 -0.00 0.00 0.00 Redund Diag 1 Maac Tension 8 2.52 0.00 0.00 Bracing Ma�c.Compression 8 -2.52 0.00 0.00 Ma�c.M�c 6 1.87 0.09 0.00 Max.My 6 1.54 0.00 0.01 Max Vy 6 -0.03 0.00 0.00 Max Vx 6 -0.00 0.00 0.00 Redund Hip 1 Max Tension 11 0.05 0.00 0.00 Bracing Max.Compression 2 -0 19 0.00 0.00 Max.Mx 8 0.03 0.15 0.00 Max.My 16 0 O1 0.00 0.00 Max Vy 8 -0.07 0.00 0 00 Max Vx 16 -0 00 0.00 0.00 Redund Hip Max Tension 14 031 0.00 0.00 Diagonal Bracing Max.Compression 8 -0.28 0.00 0.00 Max.Mx 8 0.22 0.51 0 00 Max.My 8 -0.01 0.00 0.00 Max Vy 8 -0 I 1 0.00 0.00 Max Vx 8 -0.00 0 00 0.00 Inner Bracing Max Tension 7 0.01 0.00 0.00 Max.Compression 16 -0 09 0.00 0.00 Max Mx 2 -0.00 -0.50 0.00 Max.My 6 -0.01 0.00 -0.00 Max Vy 2 0.08 0 00 0 00 Max.Vx 6 0.00 0.00 0.00 T13 146-122 Leg Max Tension 9 151.91 -0 40 039 Mar.Compression 8 -197.04 0.06 -0 12 Max.Mx 8 -195 40 5.55 -025 Max.My 8 -26.94 -0.76 6.72 � � Job Pa9e � �IZ��OW�1" BU 816298-ZEPHYRHILLS 35 of 68 I' SSOE Grorr Project Date �i p 016-00010-00 09:46:34 09/30/15 320 Seven Springs Way,S:rite 350 Brennvood,TN37027 Client Designed by Pf:one. (615)661-7585 CC� I FAX. (615)661-7569 15430 Section Elevation Component Conditior: Gov Axlal Major Axis Minor Axis No. ,J2 Type Load Moment Mon:ent Comb. K kip-ft kip-ft MaY.Vy 8 1.56 5.55 -025 Max.Vx 8 -1 42 -1.82 6.43 Diagonal Max Tension 11 41 49 0 00 0.00 M�.Compression 10 �3.99 0.00 0.00 Max.Mx 6 -020 -0.22 0.02 Max.My 10 -42.73 -0.07 -137 Max.Vy 6 -0.09 -0.22 0.02 Max.Vx 10 0.21 -020 0.59 Horizontal Max Tension ' 11 22.86 -0.55 0 04 Max.Compression 10 -23 44 -0 73 0.05 Max.Mx 6 -2.04 -0.93 -0 O 1 Max.My 10 -1.57 -0.51 0.10 Max.Vy 6 0.25 -0.93 -0 O 1 Max.Vx 10 -0.02 -0.51 0.10 Redund Horz 1 Max Tension 8 3.02 0.00 0 00 Bracing Max.Compression 8 -3.02 0.00 0.00 Max.Mx 10 -1 06 -0.01 0.00 Max.My 10 -033 0 00 0.00 Max Vy ]0 0.01 0 00 0.00 Max Vx 10 -0 00 0.00 0 00 Redtmd Horz 2 Max Tension 8 3 02 0.00 0 00 Bracing Max.Compression 8 -3.02 0.00 0.00 Max.Ivlx 10 -091 -0.07 0.00 Max.My 8 3.02 0.00 0.00 Max.Vy 10 0.03 0.00 0 00 Ma�.Vx 8 -0.00 0.00 0.00 Redund Diag 1 Ma�c Tension 8 2.86 0.00 0 00 Bracing MaY.Compression 8 -2.86 0.00 0.00 Ma�c.Mx 10 2.10 0.04 0.00 Max.My 6 143 0.00 0.01 Max Vy 10 -0.02 0.00 0.00 Max Vx 6 -0.00 0.00 0.00 Redund Diag 2 Max Tension 8 1.91 0.00 0.00 Bracing Max.Compression 8 -1.91 0.00 0 00 Max.Mx 6 I 40 0 12 0.00 Max.My 14 I l 1 0.00 -0.01 Max Vy 6 -0.04 0.00 0 00 Max Vx 14 0.00 0.00 0.00 Redund Hip I Max Tension 10 0.39 0.00 0.00 Bracing Max.Compression 3 -0 46 0.00 0.00 Max.M�c 8 038 0.06 0.00 Max.My 16 0.20 0.00 0.00 Max Vy 8 -0.03 0.00 0 00 Max Vx 16 -0.00 0.00 0 00 Redund Hip 2 Max Tension 9 0.13 0.00 0 00 Bracing Max.Compression 16 -0.22 0.00 0 00 Max.Mx 4 0.00 0.23 0 00 Max.My 16 -0.22 0.00 0.00 Max.Vy 4 0.07 0.00 0.00 Max.Vx 16 0.00 0.00 0.00 Redund Hip Max Tension 14 0 70 0.00 0.00 Diagonal Bracing Max.Compression 6 -0.64 0 00 0.00 Max.Mx 8 -0.04 0.61 0.00 Max.My 16 -0 13 0.00 -0.00 Y Job Page �� BU 816298 -ZEPHYRHILLS 36 of 68 SSOE Group Project Date 3zo Seven Springs Way,S:rite 350 016-00010-00 09'46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (6/5)661-7585 CC� FAX.• (615)661-7569 15430 Section Elevntion Com onent Condition Gov Axial Ma'orAxis MinorAxis P J No. ft Type Load Moment Moment Comb. K ldp jt kip-ft Max.Vy 8 -0 13 0.00 0.00 Max.Vx 8 -0.00 0.00 0 00 Inner Bracing Max Tension 9 0 I 1 0.00 0.00 Max.Compression 12 -0 13 0.00 0.00 Max.M�c 2 -0 01 -0.86 0.00 Max.My 6 -0.01 0.00 -0 00 Max.Vy 2 0 12 0.00 0 00 Max.Vx 6 0.00 0.00 0.00 T 14 122-96 Leg Ma�c Tension 9 197 03 2.23 0.26 Max.Compression 8 -253 46 -3.51 0.52 Max.Mx 8 -252.55 -5.35 0.29 i M�.My 16 -35.83 -2.15 -10.23 Max.Vy 8 1 19 5 I1 -0.30 ' , Max.Vx 8 -1.96 -2.00 10.20 Diagonal Max Tension 11 46.26 0.00 0.00 Max Compression 10 �8.05 0.00 0.00 Max.Mx 14 116.78 -0.25 -0 10 Max.My 10 1}7 41 -0.09 -127 Max Vy 14 0.09 -0.25 -0 10 Ma�.Vx 10 0.20 -0.24 0 75 Horizontal Max Tension 11 26.00 -0.36 0.02 Mau.Compression 10 -26 19 -0 48 0.03 Max.Mx 6 3.02 -0.55 -0.02 M�.My 10 -1 16 -0 40 0.08 Ma�c.Vy 6 0 15 -0.55 -0.02 Max.Vx 10 -0.O1 -0 40 0.08 Redund Horz 1 Max Tension 8 4 13 0.00 0.00 Bracing Max.Compression 8 -4 13 0.00 0.00 Max.Mx 10 -1.12 -0.0] 0 00 Max.My 10 0.15 0.00 0.00 Max.Vy 10 0.01 0.00 0.00 Max.Vx 10 -0.00 0.00 0.00 Redund Horz 2 Max Tension 8 4.13 0.00 0.00 Btacing Max Compression 8 �4 13 0.00 0.00 Max.Mx 10 -1.01 -0.09 0.00 Max My 8 4 13 0 00 0.01 Max Vy 10 0.03 0.00 0.00 Max Vx 8 -0.00 0.00 0.00 Redund Diag I Max Tension 8 3.84 0.00 0 00 Bracing Max.Compression 8 -3.84 0.00 0.00 Max.Mx 10 2.81 0.05 0.00 Max.My 6 1 48 0.00 0 01 Max Vy 10 -0.02 0.00 0.00 Max Vx 6 -0.00 0.00 0 00 Redund Diag 2 Max Tension 8 2.58 0.00 0.00 Bracing Max.Compression 8 -2.58 0.00 0.00 Max.Mx 6 1.89 0 I S 0.00 Max My 14 1.20 0.00 -0.O1 Max Vy 6 -0.05 0.00 0.00 Max Vx 14 0.00 0.00 0.00 Redund Hip 1 Max Tension 11 0.33 0.00 0 00 Bracing Max.Compression 3 -0 46 0 00 0.00 Max.Mx 8 031 0.08 0.00 Max.My 16 0.19 0.00 0.00 Max.Vy 8 -0.04 0.00 0 00 Max.Vx 16 -0.00 0.00 0.00 II Job Page �nxTowe� BU 816298-ZEPHYRHILLS 37 of 68 SSOE Gro[[p Project Date 320 Seven Springs 63'ay,Svite 350 016-00010-00 09:46:34 09/30/15 Brennvood,77V37027 Client Designedby Phone. (615)661-7585 CC� FAX.• (6/S)661-7569 15430 Section Elevation Component Condition Gov. Axial MajorAxis MinorAxis No. ft Type Load Mornent Moment Comb. K kip-ft kip ft Redund Hip 2 Max Tension 9 0 15 0 00 0 00 Bracing Max.Compression 16 -023 0 00 0 00 Max.Mx 8 -0.08 032 0 00 Max.My 16 -0.23 0 00 0.00 Max.Vy 8 -0.08 0.00 0 00 Max.Vx 16 -0.00 0.00 0.00 Redund Hip Max Tension 2 0.67 0.00 0.00 Diagonal Bracing Max.Compression 6 -0.57 0.00 0.00 Max.Mx 8 -0.09 0 47 0.00 Max My 8 -033 0.00 0.00 Max.Vy 8 -0 09 0.00 0.00 Max.Vx 8 -0.00 0 00 0.00 Inner Bracing Max Tension 9 0 11 0.00 0.00 Max.Compression 12 -0 14 0.00 0.00 Max.Mx 2 -0 O 1 -0.92 0.00 Max.My 6 -0.01 0.00 -0.00 Max Vy 2 0 12 0.00 0 00 Max Vx 6 0.00 0.00 0.00 T 15 96-72 Leg Max Tension 9 247.09 0.05 0.48 Max.Compression 8 -317 46 0.00 -0 10 Max.Mx 8 -317.27 -6.55 022 Max.My 16 �0.95 -2.14 -1023 Max Vy 8 1 72 5.87 -030 Mar.Vx 16 -2.95 -2.14 -1023 Diagonal MaxTension 15 48.44 0.00 0.00 Max Compression 14 -51.01 0.00 0.00 I Max.Mx 14 149.98 -0.25 -0 OS � Max.My 10 �8.98 -0 11 -1 11 Max Vy 14 0.09 -025 -0.OS Max.Vx 10 0 18 -024 0.66 Horizontal Max Tension 15 3034 0 00 0.00 Max.Compression 14 -30.86 -0.91 0.06 , Max.Mx 6 5 78 -1.00 -0.O1 Max.My 14 0.61 -0.82 0.14 Max.Vy 6 0.26 -1.00 -0.O1 , Ma�c.Vx 14 -0.02 -0.82 0.14 Redund Horz 1 Max Tension 8 7.95 0.00 0.00 Bracing Max Compression 8 -7.95 0.00 0.00 Max.Mx 10 -1.29 -0 02 0.00 Max My 14 5 49 0.00 0.00 Max Vy ]0 0 O 1 0.00 0.00 Max Vx 14 -0.00 0.00 0.00 Redund Horz 2 Max Tension 8 7.95 0.00 0 00 Bracing Mas.Compression 8 -7.95 0.00 0 00 Max.Mx 10 -1 15 -0 11 0 00 Max My 8 7.95 0 00 0.01 Max Vy 10 -0.04 0.00 0.00 Max Vx 8 -0.00 0 00 0 00 Redund Diag 1 Max Tension 8 6.51 0 00 0 00 Bracing Max.Compressio❑ 8 -6.51 0.00 0 00 Max Mx 6 4 48 0.06 0 00 Max.My 6 1 44 0.00 0 O1 Max Vy 6 -0.02 0 00 0.00 Max.Vx 6 -0.00 0.00 0 00 Redund Diag 2 Max Tension 8 4 66 0.00 0 00 Bracing 1 Job Page t�Towe� BU 816298 -ZEPHYRHILLS 38 of 68 S.SOE Gro[tp Project Date 320 Seven Springs Way,St�ite 350 016-00010-00 09:46:34 09/30/15 Brenrwood,TN37027 Client Designed by Phane: (615)661-7585 CC� FAX. (615J 661-7569 15430 Sectron Elevation Component Conditron Gov Axial Major Axrs Minor Axis No. ft Type Load Moment Moment Comb. K kip ft krp ft Max.Compression 8 �.66 0.00 0.00 Max.Mx 6 3.39 020 0.00 Max.My 14 127 0.00 -0.02 Max.Vy 6 -0 06 0.00 0.00 Max.Vx 14 0.00 0.00 0.00 Redund Hip 1 Max Tension 1] 0.29 0 00 0.00 Bracing Max.Compression 15 -0 43 0.00 0.00 Max.Mx 8 0.27 0 10 0.00 Max.My 16 0 17 0.00 0 00 Ma�.Vy 8 -0.05 0.00 0.00 Max.Vx 16 -0.00 0.00 0.00 Redund Hip 2 Max Tension 9 0 14 0.00 0.00 Bracing Max Compression 16 -022 0.00 0.00 Max.Mx 4 0.00 039 0.00 Max.My 16 -0.22 0.00 0.00 Max.Vy 4 -0 09 0.00 0.00 Max.Vx 16 -0.00 0.00 0.00 Redund Hip Max Tension 14 0.61 0.00 0.00 Diagonal Bracing Max Compression 6 -0.52 0.00 0.00 Max.Mx 8 -0.08 0.56 0.00 Max.My 8 -030 0.00 0.00 Max.Vy 8 -0 10 0.00 0.00 Max.Vx 8 -0.00 0 00 0 00 Inner Bracing Max Tension 9 0 10 0.00 0.00 Max.Compression 12 -0 15 0.00 0.00 Max.Mx 2 -0.01 1 43 0 00 Max.My 6 -0.O1 0.00 0.00 Max.Vy 2 -0 16 0.00 0.00 Max.Vx 6 -0.00 0 00 0.00 T 16 72-52 Leg Max Tension 9 297.39 3 40 0.20 Max Compression 8 -379.23 1 71 0.08 Max Mx 8 -378.99 -730 0.13 Max.My 8 -5030 1 42 -5.90 Max Vy 8 2.08 5 76 -0.29 Max Vx 8 -1.59 -1.60 3.66 Diagonal Max Tension 15 45 73 0.00 0.00 Max.Compression 14 -48.32 0 00 0.00 Max.Mx 14 -47.68 -028 -0 15 Max.My 10 �6.96 -0.09 -0.60 Max.Vy 14 0.10 -0.28 -0 I S Max Vx 10 0 12 -0.28 0 48 Horizontal Max Tension 14 32.95 0.00 0.00 M�.Compression 14 -33 15 -0.09 0.11 Ma�c.Iv� 14 32.92 -025 -0.02 Max.My 16 -25.65 -0.04 -0.15 Max Vy 14 0.08 -025 -0.02 Max Vx 14 0.03 -0.09 0.11 Redund Horz 1 Max Tension 8 5 70 0.00 0.00 Bracing Max.Compression 8 -5 70 0.00 0.00 Max Mx 10 -1.66 0 OS 0.00 Max.My 14 3.96 0.00 -0.00 Max Vy 10 -0.03 0 00 0.00 Max Vx 14 0.00 0 00 0.00 Redund Horz 2 Max Tension 8 5 70 0.00 0 00 Bracing Max.Compression 8 -5 70 0.00 0.00 Max.Mx 10 -0.03 0.21 0.00 R l Job Page �na�Taw�� BU 816298 -ZEPHYRHILLS 39 of 68 SSOE Grot[p Project Date 320 Seven Springs Way,S:�ite 350 016-00010-00 09'46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone. (615)661-7585 CC� FfLY. (615)661-7569 15430 Section Elevation Con:ponent Condition Gov Asial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip-ft Max.My 8 5 70 0.00 -0.01 Max.Vy 10 -0.07 0.00 0.00 Mas.Vx 8 0.00 0 00 0.00 Redund Diag 1 Max Tension 8 3.98 0.00 0.00 Bracing Max.Compression 8 -3.98 0 00 0.00 Max.Mx 10 2.88 0.06 0.00 Max.My 6 1.56 0.00 0.01 Max.Vy 10 -0.03 0.00 0.00 Max.Vx 6 -0.00 0 00 0 00 Redund Diag 2 Max Tension 8 3.58 0 00 0 00 Bracing Max.Compression 8 -3.58 0.00 0.00 Max.Mx 6 -0.97 0 14 0 00 Max.My 16 -1 41 0.00 -0.O1 Max.Vy 6 -0.OS 0.00 0.00 Max.Vx 16 0.00 0.00 0.00 Redund Hip 1 Max Tensio❑ 9 0 16 0.00 0.00 Bracing Max.Compression 14 -0.30 0.00 0.00 Max.Mx 8 0 16 0 12 0.00 Mas.My 16 0.08 0.00 0.00 Max Vy 8 -0.05 0.00 0.00 Redund Hip 2 Max Tension 9 0.09 0.00 0.00 � Bracing Max.Compression 16 -0 15 0.00 0 00 Max.Mx 4 -0.04 0 46 0.00 Max.My 16 -0 15 0.00 0 00 Max.Vy 4 -0 10 0 00 0 00 Max.Vx 16 -0.00 0.00 0 00 Redund Hip Mar Tension 14 036 0.00 0.00 Diagonal Bracing Max.Compression 8 -0.29 0.00 0.00 Max.NLr 8 -0.06 0.64 0.00 Max.My 8 -0 14 0.00 0.00 Max Vy 8 -0 11 0.00 0.00 Max Vx 8 -0.00 0.00 0.00 InnerBracing MaxTension 9 0.06 0.00 0.00 Max.Compressio❑ 14 -0 13 0.00 0 00 Max.Mx 6 -0.02 1 89 0 00 Max.My 8 0.04 0.00 0.00 Max Vy 6 -0.20 0.00 0.00 Max Vx 8 -0.00 0.00 0.00 T17 52-32 Leg Max Tension 9 338.81 434 0.12 Max.Compression 8 �33.26 -3 09 039 Max Mx 8 �31.50 -730 0.13 Max.My 16 -55 77 -237 -14 43 Max Vy 8 -I 75 3.61 0.16 Max Vx 8 -3.56 -2.28 14 42 Diagonal Max Tension 15 46.79 0 00 0 00 Max.Compression 14 �9.06 -0 10 0.26 Max NUc 14 -48.93 -033 -022 Max My 10 �829 -0.09 -0.60 Max Vy 14 0.10 -0.33 -0.22 Max Vx 10 0 12 -032 0.54 Horizontal Max Tensio❑ 14 34.94 0 00 0.00 Max.Compression 14 -34.80 -0.06 -0.16 Mas.M�c 14 34 89 -0 17 -0.02 Ma�t.My 16 -26.66 -0.08 -0 19 Max.Vy 14 0 07 -0 17 -0.02 Max.Vx 14 0.03 -0.08 0 12 ► 7 Job Page ��a�� BU 816298 -ZEPHYRHILLS 40 of 68 SSOE Grottp Project Date 320 Seven Springs Way,S:�ite 350 016-00010-00 09'46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)66/-7585 CC� FAX. (615)661-7569 15430 Section Elevation Con:ponent Condition Gov Axia! Major Axis Minor Axis No. fl Type Load Moment Mon:ent Comb. K kip ft kip ft Redund Horz 1 Max Tension 8 6.51 0.00 0.00 Bracing � Max.Compression 8 -6.51 0.00 0.00 Ma�.Mx 2 -2.10 0.05 0.00 Max My 14 4.54 0.00 -0.00 Max Vy 2 -0.03 0.00 0.00 Max.Vx 14 0.00 0.00 0.00 Redund Horz 2 M�Tension 8 6.51 0.00 0.00 Bracing Mas.Compression 8 -6.51 0.00 0 00 Max.Mx 10 -0.02 024 0.00 Max.My 8 6.51 0.00 -0.02 Ma�c.Vy 10 -0.07 0.00 0.00 ' Ma�c.Vx 8 -0.00 0.00 0.00 , Redund Diag 1 Max Tension 8 4 40 0.00 0.00 Bracing Max.Compression 8 �40 0.00 0.00 Max.Mx 14 3.09 0.07 0.00 Max.My 6 1.91 0.00 OA1 Max.Vy 14 0.03 0.00 0.00 Max.Vx 6 -0.00 0.00 0.00 Redund Diag 2 Max Tension 8 4.00 0.00 0.00 Bracing ' Max.Compression 8 �00 0.00 0.00 Max.M�c 6 -I.06 0 15 0 00 , Max.My 6 -1.06 0.00 0.01 Max Vy 6 -0.05 0.00 0.00 Max.Vx 6 -0.00 0.00 0 00 Redund Hip 1 Max Tension 9 0 16 0.00 0.00 ', Bracing Max.Compression 14 -0.31 0.00 0.00 Max.Mx 16 -0.25 0 13 0.00 Max.My 16 0 08 0.00 0.00 Max.Vy 16 -0.OS 0.00 0.00 Redund Hip 2 Max Tension 9 0.10 0.00 0.00 Biacing Max Compression 16 -0 15 0.00 0.00 Max.Mx 4 -0 OS 0.53 0.00 • Max.My 16 -0 15 0.00 0.00 ' Max Vy 4 -0 11 0 00 0.00 Max Vx 16 -0.00 0.00 0.00 Redund Hip Max Tension 14 0.35 0 00 0.00 Diagonal Bracing Max.Compression 8 -0.29 0 00 0 00 Max M�c 8 -0.07 0 73 0 00 Max.My 16 0.23 0.00 -0.00 Max Vy 8 -0.]1 0.00 0.00 Max Vx 16 0 00 0.00 0 00 Inner Bracing Max Tension 9 0 06 0.00 0.00 Max.Compression 2 -0 15 0.00 0.00 Max.Mx 2 -0.O 1 2.39 0 00 Max.My 14 -0.02 0.00 0.00 Max Vy 2 -0.23 0.00 0.00 Max Vx 8 -0.00 0.00 0.00 T 18 32-0 Leg Max Tension 9 334 45 -0.94 0.43 Max.Compression 8 �35 16 -0.30 0.10 Max M�c 8 �32.66 11.54 -0.39 Max My 16 -55.62 -236 -14 43 Max Vy 8 -1.59 11.54 -0.39 Max Vx 16 -2.77 -236 -14 43 Diagonal Ma�cTension 7 78.55 -011 -0.64 . � Job Page �12xT011��'r BU 816298 -ZEPHYRHILLS 41 of 68 SSOE Grortp Project Date 32o Seven Springs way,S:�ite 350 016-00010-00 09:46:34 09/30/15 Brenhvood,TN37027 Client Designed by Phone: (615)661-7585 CCI 15430 FAX. (615)66/-7569 Section Elevation Component Condition Gov Axial Major Axis Minor Axis No. ,Jt Type Load Mon:ent Momen( Cororb. K kiP-/�� Pf Max.Compression 14 -88.57 0 00 0.00 Max.Mx 10 -I6.37 0 62 -0 79 , Max.My 10 -87 45 0 13 -2.56 Max.Vy 8 -0 I S -023 0.98 Max.Vx 8 0 42 -021 136 Horizontal Max Tension 14 71.99 0.00 0 00 Max.Compression 7 -65.81 0.15 -0.O1 Max.Mx 14 �.61 -2.54 -0.02 Max My 14 -12.68 1 14 028 Max.Vy 14 -0.86 -2.54 -0.02 Max.Vx 8 0.05 1.90 023 Redund Horz 1 Max Tension 8 6.54 0.00 0.00 Bracing Max.Compression 8 -6.54 0.00 0.00 Max.Mx 6 -1 42 0.02 0.00 Max.My 10 4 74 0.00 -0.00 Ma�c.Vy 6 -0.02 0.00 0 00 Max.Vx 10 0.00 0.00 0 00 Redund Horz 2 Max Tension 8 6.54 0.00 0.00 Bracing Max.Compression 8 -6.54 0.00 0 00 Ma�c.Mx 14 -0 19 0.07 0.00 Max.My 14 4.61 0.00 -0.00 Max.Vy 14 -0.04 0.00 0.00 Max.Vx 14 0 00 0.00 0.00 Redund Horz 3 Ma�c Tension 8 6.54 -0.02 -0.O1 Bracing Max.Compression 8 -6.54 -0.39 0.06 Mar.NUc 14 �.61 -0 46 -0.05 Ma�.My 10 1}74 -0 18 0 14 Max.Vy 14 0.11 -0 46 -0.OS Max.Vx 10 -0.02 -0 18 0 14 Redund Diag] Ma�t Tension 8 7 41 0.00 0.00 I Bracing Max Compression 8 -7 41 0.00 0.00 • Max.Mx 14 522 0.04 0.00 Max My 6 2.38 0.00 0.01 Ma�.Vy 14 0.02 0.00 0.00 Max.Vx 6 -0.00 0.00 0.00 Redund Diag 2 Max Tension 8 4.59 0.00 0.00 Bracing Max.Compression 8 -4.59 0.00 0.00 Max.M�c 10 332 0.09 0 00 Max.My 16 1 40 0 00 -0 O 1 Max Vy 10 -0.03 0.00 0 00 Max Vx 16 0 00 0.00 0 00 Redund Diag 3 Max Tension 9 38.50 0.00 0.00 Bracing Max.Compression 16 -45 49 0 00 0 00 Max.Mx 8 3 87 0 41 0.00 Max My 6 15.60 0.00 0 03 I Max Vy 8 -0.12 0.00 0 00 Max Vx 6 -0.O 1 0 00 0.00 � Redund Hip I Ma�c Tension 8 0 73 0.00 0.00 ' Bracing Max.Compression 15 -0.89 0 00 0.00 Max.Mx 12 -0.82 0.04 0.00 Max.My 8 0.35 0 00 -0.00 Max.Vy 12 -0.03 0 00 0.00 Ma�c.Vx 8 0 00 0.00 0 00 Redund Hip 2 Max Tension 7 0.29 0.00 0 00 . Job Page ��p�� BU 816298-ZEPHYRHILLS 42 of 68 SSOE Group Project Date 320 Seven Springs Way,S:�ite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX.• (615)661-7569 15430 Section E/evation Component Condition Gov Axial MajorAxis MinorAxis No. Jt Type Load Moment Moment Comb. K kip fr kip ft Bracing Max.Compression 12 -0 41 0 00 0.00 Max.Mx 4 0 18 0.13 0.00 Max.My 14 -0.05 0.00 -0.00 Max Vy 4 -0.OS 0.00 0.00 Ma�c.Vx 14 0.00 0.00 0.00 Redund Hip 3 Max Tension 9 0.21 0.00 0.00 Bracing Max.Compression 8 -0.23 0.00 0.00 Max.Mx 8 0 19 037 0.00 Max.My 10 0.09 0.00 -0.00 Max Vy 8 -0.09 0.00 0.00 Redund Hip Max Tension 15 1 44 0.00 0.00 Diagonal Bracing Max.Compression 6 -1 18 0.00 0.00 Max.Mx 8 -0.02 026 0.00 Max.My 14 -032 0.00 0.00 Max.Vy 8 -0.06 0 00 - 0 00 Max.Vx 14 -0.00 0.00 0.00 Redund Sub Horz Max Tension 9 38.06 -0.21 -0.11 Bracing Max.Compression 16 -4628 -0 46 -0.12 Max.Mx 6 -25.06 -0 49 -0 13 Man.My 6 -37.69 -0.38 -0 15 Max Vy ]0 022 -0.39 -0 14 Max.Vx 10 0.04 -0 18 0 14 Redund Sub Max Tension 14 61 00 0.00 0.00 Diagonal Bracing Max.Compression 14 �2.87 0.00 0.00 Max.Mx 14 �0.06 0.15 0.00 Max.My 10 -0 18 0.00 0.02 Max Vy 14 0.06 0.00 0.00 Max Vx 10 -0 O 1 0.00 0.00 Inner Bracing Max Tension 1 0.00 0.00 0.00 Max.Compression 12 -0 10 0.00 0.00 Max.Mx 2 -0.03 4.29 0.00 Max My 14 -0.02 0.00 0.00 Max Vy 2 -039 0.00 0.00 Max Vx 14 -0 00 0.00 0.00 I Maximum Reactions �', Location Condition Gov Vertrcal Hori�ontal,X Hori�ontal,Z I Load K K K � Comb. Leg D Max.Vert 12 556.12 70 49 -7021 Max.Hx 12 556.12 70 49 -7021 Max H� 5 -430 41 -59 45 59 17 Min.Vert 5 �30.41 -59 45 59 17 Min.H■ 5 �430.41 -59 45 59 17 , Min.H� 12 556.12 70 49 -70.21 i Leg C Max Vert 8 567.52 -7031 -72.01 Max.Hc 17 -438.09 59 47 60 75 Max.Hz 17 1138.09 59 47 60 75 Min.Vert 17 -438.09 59 47 60 75 Min.H, 8 567.52 -70.31 -72.01 Min.H� 8 567.52 -7031 -72.01 , Page t�2xT01'Vel" Job BU 816298 -ZEPHYRHILLS 43 of 68 SSOE Gro[[p Project Date 320 Seven Springs way,S:rrte 350 016-00010-00 09'46:34 09/30/15 Brenavood,77V37027 Client Designed by Phone. (615)661-7585� CCI 15430 FAX.• (615)66/-7569 Location Co�:dition Gov Yertical Hori=ontal,X Hori�ontal,Z Load K K K Comb. Leg B Max.Vert 4 556.81 -70 15 70.25 Max.H, 13 h30.29� 59.95 -59.03 Max.H� 4 556.81 -70 15 70.25 Min.VeR 13 �3029 59.95 -59.03 Min.Hc 4 556.81 -70 15 70.25 Min.H� 13 �3029 59.95 -59.03 Leg A Max.Vert 16 564.26 72.25 69 70 Max.H, 16 564.26 72.25 69 70 Max.Hz 16 564.26 72.25 69 70 Min.Vert 9 -441 46 -61 11 -59 49 Min.Hr 9 �41 46 -61 11 -59 49 Min.H� 9 �41 46 -61 11 -59 49 Tower Mast Reaction Summary Load Yertical Shearx Shear� Overt:o•ning Overn�rning Torqtre Combination Moment,M Mornent,M� K K K kip ft krp ft kip ft ' Dead Only 239 83 -0.00 0.00 -5430 -36 74 0.00 ' 12 Dead+l 6 Wind 0 deg-No 287 78 0.01 -235.04 -31226.71 -31.52 10726 ' Ice 0.9 Dead+1.6 Wind 0 deg-No 215.84 0.01 -235.07 -31203 13 -20 49 10723 Ice 1.2 Dead+1.6 W ind 45 deg-No 287 79 175.65 -175 47 -23277.37 -23264.93 24 63 Ice 0.9 Dead+l 6 Wind 45 deg-No 215.84 175.67 -175 49 -23255.64 -23248.47 24.64 Ice 1.2 Dead+1.6 Wind 90 deg-No 287 78 237.98 2.81 719.51 -31723.58 -119.98 � Ice 0.9 Dead+1.6 Wind 90 deg-No 215.83 238.01 2.81 735 76 -31705.16 -119.97 Ice 12 Dead+1.6 Wind 135 deg- 287 78 177 70 177 49 23722.04 -2384835 -164 81 No Ice 0.9 Dead+1.6 Wind 135 deg- 215.84 177 72 177.51 23732.85 -23831.80 -164 79 No Ice 1.2 Dead+l 6 Wind 180 deg- 287 78 2.81 236.36 31458.44 -825 10 -137 18 No Ice 0.9 Dead+1.6 Wind 180 deg- 215 83 2.81 23639 31467 46 -813.96 -137 16 No Ice 1.2 Dead+1.6 Wind 225 deg- 287 79 -178.04 174.61 2306026 23415 79 35.55 No Ice 0.9 Dead+1.6 Wind 225 de - 215.84 -178.06 174.63 23071 16 2342130 35.56 g No Ice 1.2 Dead+1.6 Wind 270 deg- 287 78 -237 77 -0.00 -76.99 31386.51 120.93 No Ice 0.9 Dead+1.6 Wind 270 deg- 215.83 -237.80 -0.00 -60.67 31390.19 120.92 No Ice 12 Dead+l 6 Wind 315 deg- 287 79 -179 14 -175.73 -23518.93 23738.96 17721 No Ice I 0.9 Dead+1.6 Wind 315 deg- 215.84 -179 17 -175 75 -23497 16 23744 45 177 19 No Ice ' Dead+Wind 0 deg-Service 239.83 0.00 -47.07 -6293.51 -34.28 21 47 Dead+Wind 45 deg-Service 239.83 35 18 -35 14 -4701.88 -4686.03 4.92 Dead+Wind 90 deg-Service 239.83 47 66 0.56 102.71 -6379.63 -24.03 Dead+Wind 135 deg-Service 239.83 35.59 35.55 470827 14802.92 -33.02 Dead+Wind 180 deg-Service 239.83 0.56 4734 6257.33 -193.20 -27.50 Dead+Wind 225 deg-Service 239.83 -35.66 34.97 4575.80 466036 7 11 � : Job Page t��O�Y�'�" BU 816298-ZEPHYRHILLS 44 of 68 SSDE Group Project Date 320 Seven Sprrngs Way,S:�ite 350 016-00010-00 09:46.34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Load Vertical Shea x Shear� Overttmning Overtterning Tor9:�e Combination Moment,M Moment,M._ K K K kip ft Idp ft kip jt Dead+Wind 270 deg-Service 239.83 -47.62 -0.00 -56.76 625630 24.22 Dead+Wind 315 deg-Service 239.83 -35.88 -35 19 -475035 4725.02 35 49 Solution Summary Svm ofApplied Forces S:rm ofReactions Load PX PY PZ PX PY PZ %Error Co�nb. K K K K K K 1 0.00 -239.83 -0.00 0.00 239.83 -0.00 0.000% 2 0.01 -287 79 -235 17 -0.01 287 78 235.04 0 036% 3 0.01 -215.85 -235 17 -0.01 215.84 235.07 0 033% 4 175 73 -287 79 -175.56 -175.65 287 79 175 47 0.032% 5 175 73 -215.85 -175.56 -175.67 215.84 175 49 0.028% 6 238.12 -287 79 2.81 -237.98 287 78 -2.81 0.037% 7 238.12 -215.85 2.81 -238.01 215.83 -2.81 0 033% 8 177 79 -287 79 177.58 -177 70 287 78 -177 49 0 033% 9 177 79 -215.85 177.58 -177 72 215.84 -177.51 0 028% 10 2.81 -287 79 236.50 -2.81 287 78 -23636 0 037% 11 2.81 -215.85 236.50 -2.81 215.83 -23639 0.034% 12 -178 13 -287 79 174.69 178.04 287 79 -174.61 0.032% 13 -178.13 -215.85 174.69 178.06 215.84 -174 63 0.027% 14 -237.90 -287 79 -0.00 237 77 287 78 0.00 0.037% 15 -237.90 -215.85 -0.00 237.80 215.83 0.00 0 033% 16 -179.24 -287 79 -175.81 179 14 287 79 175 73 0 033% , 17 -17924 -215.85 -175.81 179 17 215.84 175 75 0 028% 18 0.00 -239.83 �7.09 -0.00 239.83 47 07 0 008% 19 35 19 -239.83 -35 16 -35 1 S 239.83 35 14 0.009% 20 47.68 -239.83 0.56 �7.66 239.83 -0.56 0.008% 21 35.60 -239.83 35.56 -35.59 239.83 -35.55 0.009% 22 0.56 -239 83 47.36 -0.56 239.83 �734 0.008% 23 -35.67 -239 83 34.98 35.66 239.83 -34.97 0 008% 24 117.64 -239 83 -0.00 47.62 239.83 0 00 0 008% 25 -35.89 -239.83 -35.21 35 88 239.83 35 19 0.009% Non-Linear Convergence Results Load Converged? N:m:ber Displacement Force Combination ofCycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000964 2 Yes 4 0.00250509 0.00063502 3 Yes 4 0.00238312 0.00050362 4 Yes 4 0.00086769 0 00064008 5 Yes 4 0 00069151 0.00050907 6 Yes 4 0.00251674 0.00063963 7 Yes 4 0.00230536 0 00050818 8 Yes 4 0.00087510 0.00065186 9 Yes 4 0.00070353 0.00052072 10 Yes 4 0 00260585 0.00064150 I1 Yes 4 0.00237475 0.00051060 12 Yes 4 0.00087678 0 00063752 13 Yes 4 0.00069696 0.00050734 14 Yes 4 0.00262203 0.00063358 15 Yes 4 0.00241464 0 00050320 Job Page ��xTQwer BU 816298 -ZEPHYRHILLS 45 of 68 SSOE Gt'o[ip Project Date 320 Seven Springs way,Strite 350 016-00010-00 09:46.34 09/30/15 Brenhvood,TN37027 Client Designed by Phone: (615)66/-7585 CC� FAX. (615J 661-7569 15430 16 Yes 4 0.00095392 0 00064638 l7 Yes 4 0.00078325 0 00051551 18 Yes 4 0.00000001 0 00037365 ' 19 Yes 4 0.00000001 0 00037984 20 Yes 4 0.00000001 0 00037687 21 Yes 4 0.00000001 0 00038458 22 Yes 4 0.00000001 0.00037068 23 Yes 4 0.00000001 0.00037123 24 Yes 4 0.00000001 0.00036802 25 Yes 4 0.00000001 0.00038193 Bolt Design Data Sectiori Elevation Component Bolt Bolt Sr:e Number Maein:vm Allotivable Ratio Allotivable Criteria l No. Type Grade Of Load per Load Load Ratio Jt in Bolts Bolt K Allowable I K I T 1 288 Diagonal A325N 0 75 2 0.29 35 78 0.008 1✓ 1 Bolt Shear Top Girt A325N 0 75 2 0.10 2z29 0.005 � 1 Member Block Shear T2 279 Diagonal A325N 0 75 2 1.25 26.20 0.048 y � Member Block Shear Horizontal A325N 0 75 2 0.86 22.66 �038 ✓ 1 Member Block Shear T3 272 Diagonal A325N 0 75 2 3 48 26.20 0.133 40 1 Member Block Shear Horizontal A325N 0 75 2 1.66 32.18 0.052 '1� 1 Member Block Shear T4 259 Diagonal A325N 0 75 2 3 76 23 16 0.162 �V 1 Member Block Shear Horizontal A325N 0 75 2 2.06 22.66 0.091 � 1 Member Block Shear TS 247 Leg A325N 0 75 8 5.69 35 78 0 159 � 1 Bolt DS Diagonal A325N 0.75 2 3 75 2��3 0 135 � I Member Block Shear Horizontal A325N 0 75 2 2.48 24.02 0.103 i� 1 Member Block Shear T6 237 Diagonal A325N 0 75 2 328 35 78 0.092 � 1 Bolt Shear Horizonta] A325N 0 75 2 2.70 22.66 0.119 � 1 Member Block Shear T7 232 Diagonal A325N 0 75 3 3 19 3021 0.106 � 1 Member Block Shear Horizontal A325N 0 75 2 336 35 78 0.094 � 1 Bolt Shear T8 222 Leg A325N 0.88 12 7 77 48 71 0 160 1� 1 Bolt DS Diagonal A325N 0 75 3 4.68 24 17 0 194 � 1 Member Block Shear Horizontal A325N 0 75 2 4.38 24.02 �182 � 1 Member Block Shear T9 210 Diagonal A325N 0 75 3 6.66 24 17 �276 � 1 Member Block Shear Horizontal A325N 0 75 2 5.85 24.02 0244 i� 1 Member Block Shear T10 195 Leg A325N 0.88 12 14.98 48.71 0.307 � 1 Bolt DS Diagonal A325N 0 75 4 5 18 25 44 0204 � 1 Member Block Shear Horizontal A325N 0 75 3 4.92 34 41 0 143 � 1 Member Block Shear II . , Job Page �I��TQW�1' BU 816298-ZEPHYRHILLS 46 of 68 SSOE Group Project Date 320 Seven Sprrngs Way,s:�,re sso 016-00010-00 09�46:34 09/30/15 Brenhvood,TN37027 Client Designed by Phone. (615)661-7585 CC� FAX. (615)661-7569 15430 Section E/evation Component Bolt Bolt Si�e Number Maxinttm: Allotivable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt K Allotivable K T11 183 Diagonal A325N 0 75 4 5.99 23.92 0.251 � I Member Block Shear Horizontal A325N 0 75 3 5.88 34 41 0.171 �V 1 Member Block Shear T12 171 Leg A325N 0.88 16 17 61 48 71 0362 4� 1 Bolt DS Diagonal A325N 0 75 5 837 35 78 0.234 1� I Bolt Shear Horizontal A325N 0 75 3 6.81 23.90 Q 285 �/ I Member Block Shear T13 146 Leg A325N 1.00 12 32.84 63.62 0.516 4� � BoltDS Diagonal A325N 0 75 5 8.80 35 78 0.246 � � Bolt Shear Horizontal A325N 0 75 3 7.81 35 78 0 218 � 1 Bolt Shear T14 122 Leg A325N 1.00 16 31 68 63.62 0.498 �V 1 Bolt DS Diagonal A325N 0 75 5 9.25 30 47 0.304 � 1 Member Block Shear Horizontal A325N 0 75 3 8.67 23.90 0363 i� 1 Member Block Shear T15 96 Leg A325N 1.00 20 31 75 63.62 0.499 � 1 Bolt DS Diagonal A325N 0 75 5 9.69 30 47 0318 �V 1 Member Block Shear Horizontal A325N 0 75 3 ]0.29 35 78 p 287 � 1 Bolt Shear T16 72 Leg A325N 1.00 20 37.92 63 62 0.596 4r 1 Bolt DS Diagonal A325N 0 75 5 9 15 30.47 0300 � 1 Member Block Shear Horizontal A325N 0 75 3 10.98 23.90 0.460 � � Member Block Shear T17 52 Leg A325N 1.00 20 43.23 63.62 0.680 4� 1 Bolt DS Diagonal A325N 0 75 3 15 60 34.02 0.458 �V 1 Member Block Shear Horizontal A325N 0 75 3 11.65 21 18 0.550 1� I Member Block Shear T18 32 Leg A325N 1.00 20 4336 63.62 �682 � 1 Bolt DS Diagonal A325N 0.88 5 17 71 48.71 0364 � 1 Bolt Shear Horizontal A325N 0 75 4 18.00 35 78 0.503 � I Bolt Shear Com ression Checks I Leg Design Data (Compression) ' Section Elevation Si_e L L„ KI/r A P„ �P„ Ratio I No. Pu ft ,ft ft in1 K K �p Tl 288-279 LSx5x1/2 9.04 9.04 1103 4 75 -0.80 87 75 0.009� K=1.00 � T2 279-272 LSx5x1/2 7.03 7.03 85 8 4 75 -2.36 124 74 0.019� K=1.00 � � 1 tnxTowe� J�b Page BU 816298 -ZEPHYRHILLS 47 of 68 SSOE Grottp Project Date 320 Seven Sprrngs Way,S:�ite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone. (615)661-7585 CC� FAX. (6/5)66/-7569 15430 Section Elevation Si=e L L„ KI/r A P„ �P„ Ratio No. P„ ft ft ft in1 K K �p„ T3 272-259 LSx5x1/2 13 06 6.53 79 7 4 75 -5.07 134.35 0.038 K=1.00 � T4 259-247 LSx5x1/2 12.05 6.03 73 6 4 75 -13.34 143.90 0.093' K=1 00 � TS 247-237 L8x8x5/8 ]0.04 10.04 763 9.61 -22.76 282.60 0 081 � K=1 00 �/ T6 237-232 L8x8�/8 5.02 5 02 38.1 9.61 -31 44 388.82 0.081 � K=1.00 � T7 232-222 L8x8x5/8 ]004 5.02 38.1 9.61 -36.39 388.82 0.094' K=I.00 � T8 222-210 L8x8x5/8 12.05 6.03 45.8 9.61 �7 10 371 04 0 127' K=1.00 � T9 210-195 L8x8x5/8 15.07 7.53 57.2 9.61 -63 47 340 41 0 186� K=1.00 � T10 195-183 L8x8x1 1/8 12.05 6.03 46.4 16 70 -9033 642.24 0.141 � K=1.00 � T11 183-171 L8x8x1 I/8 12.05 6.03 46.4 l6 70 -114 03 64224 0.178� ' K=1.00 � T12 171-146 L8x8x1 I/8 25 11 12.55 96.6 16 70 -141.80 380.00 0373� � K=1.00 � T13 146-122 L8x8x3/4 2PLO.Sx8 24 10 8.03 37 8 19 45 -197.04 78833 0.250� K=1.00 � T14 122-96 L8x8x1 2PLO.Sx8 26.11 8.70 41 4 22.98 -253 46 912.00 0.278' ' K=1.00 � T15 96-72 L8x8x1 2PL0 75x8 24 10 8.03 74.9 27.02 -317 46 806.79 0393� � K=2.00 � T16 72-52 L8x8x1 2PL0.625x8 20 09 6.70 31.5 25.02 -37923 1046.93 0.362� ' K=1.00 � ' T17 52-32 L8x8x1 2PL0 75x8 20.09 6 70 312 27.02 �33.26 I 13232 0383� K=1.00 � � T18 32-0 L8x8x1 2PL0.875x8 32.14 8.03 37 1 29.02 �35 16 1181 17 0368� K=1.00 � � P v /�P„controls Diagonal Design Data (Compression) , Section Elevation Si_e L L„ K!/r A P„ �P„ Ratio No. P„ ', ft ,/t Jt in� K K �P„ ' T1 288-279 2L21/2x2x1/4x318 10.61 10.09 1414 2.13 -0.58 24.08 0.024� K=1.00 �/ T2 279-272 2L2 1/2ac2x1/4x3/8 927 8.75 128.5 2.13 -2.77 29 13 0 095� K=0.96 � T3 272-259 2L2 1/2x2 Il2x1/4x3/8 14 75 14.23 I51 6 238 -7.25 23 40 0310� K=1.00 � T4 259-247 2L2x2 1/2x1/4x3/8 1428 13 76 143 7 2.13 -7 79 23.29 0334� K=1.00 ✓ TS 247-237 2L3x2 1/2x1/4x3/8 13 OS 12.53 144 1 2.63 -7.94 28.62 0.278� K=0.91 i Page ��pw�� Job BU 816298-ZEPHYRHILLS 48 of 68 ' S80E Group Project Date 32o Seven Springs Way,S:�ite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 (;(;� FAX.• (615J 661-7569 15430 Section Elevation Si=e L L„ K!/r A P„ �P„ Ratio No. P„ ft Jt ,/t in2 K K �p � T6 237-232 2L3 1/2ac2 1/2�/16x3/8 10 04 9.51 112.9 3.55 -6.56 62.90 0 104� K=1.00 � T7 232-222 2L2 1/2�x5/16�/8 13 71 13.00 116.2 324 -1028 5426 0.189' K=1.00 � T8 222-210 2L2 1/2x3 1/2x1/4x3/8 15 73 7.51 122.1 2.88 -14.57 43.67 0334� K=1.00 � T9 210-195 2L2 1/2at3 1l2x1/4x3/8 18.71 9 00 140.6 2.88 -20 46 32.93 0.62] � K=0.96 � T10 195-183 2L3 1/2x4x1/4x3/8 16.94 16.04 109 1 3.63 -21 77 66.06 0330� K=1.00 � T11 183-171 2L3x3 1/2x1/4x3/8 17.50 16.61 126 6 3 13 -25 12 44.09 0.570� K=1.00 �/ T12 171-146 2L3 1/2x5x3/8x3/8 28.88 13.90 153.2 6.09 �1.86 58.62 0714� K=0.94 ✓ T13 146-122 2L31/2x5x3/8x3/8 28.86 9.62 116.6 6.09 �2.73 101.21 0.422' K=1.03 � T14 122-96 2L3 1/2x5x5/16x3/8 31 48 10.49 1223 5 12 -07 41 7728 0.614 1 K=1.00 � T15 96-72 2L3 1l2x5x5/16x3/8 30.81 10.27 119.6 5 12 -51.01 80.34 0.635� K=1.00 � T16 72-52 2L3 1/2x4x5/16x3/8 28.72 9.57 113 7 4 49 -47.81 78.49 0 609' K=1.06 � T17 52-32 2L3 1/2x4x5/16x3/8 29.68 9.89 I 15.5 4 49 -49.06 76.07 0.645� K=1.04 � T18 32-0 2LS�c5�/8�c3/8 2737 9 12 95 I 722 -86.97 167.68 0.519� K=1.36 4/ 1 P„ l�P„COritl'OIS Horizontal Design Data (Compression) Section Elevation Si=e L L„ Kl/r A P„ �P„ Ratio No. P„ , Jt ft ft in� K K �pn T2 279-272 2L2 112x2x1/4x3/8 11 19 5.33 100.8 2.13 -1.66 40 42 0.041 � K=124 ✓ T3 272-259 2LSx3x1/4x3/8 12.11 5.80 81.5 3.88 -329 73 48 0.045� , K=1.90 � T4 259-247 2L2 1/2x2x1/4x3/8 13.83 6.65 110.9 2.13 -4.08 36.11 0.113� K=1.09 �/ TS 247-237 2L3�c2 I/2x1/4�c3/8 15 41 7 44 1073 2.63 11.86 46.50 0 104' K=1 13 ✓ T6 237-232 2L2 1/2x2x1/4x3/8 16.73 8.10 123 1 2.13 -5.27 31.07 0.170� K=0.99 4/ T7 232-222 2L5�1/2�c3/8�/8 1739 8.43 91.6 6.09 -6.37 126.83 0.050' K=1 45 ✓ T8 222-210 2L3�c2x1/4x3/8 18.71 9.09 1343 238 -8.53 29.80 0286� � K=1.00 � � Job Page �n�Towe� BU 816298 -ZEPHYRHILLS 49 of 68 SSOE Grottp Project Date 320 Seven Springs Way,Sirrte 350 016-00010-00 09�46�34 09/30/15 Brennvood,77V 37027 Client Designed by Phone. (615)661-7585 CC� 15430 FAX.• (615)661-7569 Section Elevation Si=e L L„ Kl/r A P„ �P„ Ratro No. P„ ft ft ,/? rn� K K �Pn T9 210-195 2L3x2x1/4x3/8 20.29 9.89 144 1 2.38 -11.67 25 89 0 451 K=1.00 � T10 195-183 2LSx3x5/16x3/8 22.27 10 78 112.1 4.80 -15 02 79.26 0 189� K=1.00 � T11 183-171 2L5� 1/2x5/16x3/8 23.85 11.57 103 1 5 12 -1732 93.31 0 186' K=1.20 �/ ' T12 171-146 2L3 1/2x2 I/2x1/4x3/8 25 44 1236 143 1 2.88 -20.54 31 77 0.646� K=1.00 � T13 146-122 2LSx3 1/2x3/8x3/8 28.74 14 O1 119 4 6 09 -23 44 93 14 0.252' K=1.00 � T14 122-96 2L4�c3x1/4�c3/8 31.90 15.60 149 7 3.38 -26.19 34 07 0.769� K=1 00 � T15 96-72 2LAx3 1/2x3/8x3/8 35.33 17.67 169.6 534 -30.86 41.94 0 736' K=1.00 � T16 72-52 2L3 1/2�c2 1/2x1/4x3/8 38.50 9.63 85.8 2.88 -33 15 63.34 0.523� K=0.83 � T17 52-32 2L21/2x2 1/2x1/4x3/8 41 14 10.28 1001 2.38 -34.80 4549 0.765� K=0.62 � T18 32-0 2L6x4x3/8x3/8 43.78 15.97 121 4 722 -65 81 106.79 0.616� K=1.00 � 1 P„ l�P„COrilT01S Top Girt Design Data (Compression) Section Elevntion Sise L L„ K!/r A P„ �P„ Ratio No. P„ , �t ft ft in1 K K �pn T1 288-279 2L3x2 1/2x1/4x3/8 10.00 4 77 903 2.63 -0.22 55 48 0 004 K=1 49 � , t P u ��P�COIltl'OIS Redundant Horizontal (1) Design Data (Compression) ', Section Elevation Si�e L L„ KI/r A P„ �P„ Ratio No. P„ ft ft ft inz K K �p� li T3 272-259 L21/2x2x1/4 3.03 3.03 102.8 1.06 -034 19.68 0018 i K=120 � II T4 259-247 L2 1/2x2x1/4 3 46 3 46 108.9 1.06 -0.23 1839 0 012� K=1 I 1 � 'I T7 232-222 L2 1/2x2x1/4 4.35 435 123 0 1 06 -0 75 15 48 0 048� i K=1.00 � li T8 222-210 L21/2ac2x1/4 4.68 4.68 132.4 1.06 -1.33 13.65 0097' K=1.00 � T9 210-195 L21/2�x1/4 5.07 5.07 143.6 1.06 -117 1162 0.101 � , Job Page �IZ.�TpW4N BU 816298 -ZEPHYRHILLS 50 of 68 SSOE Grot[p Project Date 320 Seven Springs Way,s:�rre 3so 016-00010-00 09:46:34 09/30/15 Brennvood,TN370�7 Client Designed by Phone: (615)661-7585 CCI 15430 FAX. (61S)66I-7569 Section Elevation Si=e L L„ KI/r A P„ �P„ Ratio No. P„ ft ft f1 inz K K �pn K=1.00 � T10� 195-183 2L2]/2x2x1/4x3/8 5.57 5.57 102.6 2.13 -1.90 39.65 0.048' K=120 �/ T11 183-171 L2�1/2x1/4 5.96 5.96 168.8 1.06 -1 71 8.41 0.204' K=1.00 4/ T12 171-146 L2 I/2x2 1/2x1/4 6.36 6.36 155 4 I 19 -234 11 13 0.210' K=1.00 � T13 146-122 L2 1/2x1 1/2x3/16 4 79 4 79 175 7 0 71 -3.02 5.23 0.578� K=1.00 � � T14 122-96 L2 1/2x1 1/2x3/16 5.32 532 195 1 0 71 �13 4.24 0.973� ' K=1.00 � ' T15 96-72 L2x21/2x1/4 5.89 5.89 166.7 1.06 -7.95 8.62 0.923' K=1.00 � T16 72-52 2L21/2x2x1/4x3/8 6.42 642 1091 2.13 -570 36.88 0155' K=1 11 � T17 52-32 2L21/2x2x1/4x3/8 6.86 6.86 112.5 2.13 -6.51 3546 0.184' K=1.07 � T18 32-0 2L21/2x21/2x1/4x3/8 3.82 3.82 89.8 238 �.54 50.42 0.130� K=1.51 � ' P v /�P�controls ' Redundant Horizontal (2) Design Data (Compression) Section Elevation Si=e L L„ KI/r A P„ �P Ratio I No. P„ . 1 fl Jt Jt in K K �p I 3 6- 2 L3x3xl 4 9.58 9 58 194.2 1 44 -3 02 8.63 0350 T1 14 1 2 / . i K=1.00 � � T14 122-96 L3x3x1/4 10.63 10.63 215 6 1 44 �13 7 00 0.590� K=1.00 � T15 96-72 L3x3x1/4 I 1 78 11 78 238 7 1 44 -0 76 5 71 0 133� K=1.00 � 4.9-3(139 CR)-539• T16 72-52 2L2 1/2�c2 1/2x1/4x3/8 12.83 12.83 200.3 238 -5 70 13 41 0.425' K=1.00 �/ T17 52-32 2L2 1/2ac2 I/2x1/4x3/8 13 71 13 71 214.0 238 -6.51 11 74 0.555' K=1 00 � T18 32-0 2L2 1/2�c2 1/2x1/4x3/8 7.65 7.65 119 7 2.38 -6.54 36.28 0 180' K=1.00 4/ 1 P� /�Pn controls Redundant Horizontal (3) Design Data (Compression) � - ' Job Page �IZ��OW��' BU 816298-ZEPHYRHILLS 51 of 68 SSOE Group Project Date 320 Seven Springs Way,Strite 350 016-00010-00 09:46•34 09/30/15 , Brennvood,TN37027 Client Designed by Phone. (615)661-7585 CC� FAX. (615)661-7569 - 15430 Section Elevation Si�e L L„ KI/r A P„ �P„ Ratio No. P„ , ft ft ft in� K K �p T18 32-0 2L3�x1/4�c3/8 11 47 11 47 148.0 2.88 -6.54 29.69 0.220 K=1.00 4/ 1 P„ ��P„COri11'OIS Redundant Diagonal (1) Design Data (Compression) Section Elevation Srse L L„ Kl/r A P„ �P„ Ratio No. P„ ft fl ft inZ K K �p„ T3 272-259 L21/2�x1/4 7.01 7.01 ]98.5 1.06 -0.35 6.08 0.058 K=1 00 4/ T4 259-247 L2 1/2x2x1/4 6.75 6 75 191 0 I.06 -0.20 6.57 0.030� K=1.00 � T7 232-222 L21/2x21/2x1/4 642 6.42 157.0 119 -0.54 10.91 0.049' K=1.00 � T8 222-210 L2 1/2x2 1/2x1/4 738 738 180 4 1 19 -1.04 8.26 0.126� K=1.00 � T9 210-195 L21/2�c21/2x1/4 8.80 8.80 2151 119 -1.01 5.81 0173' K=l.00 � T10 195-183 2L2 1/2x2x1/4x3/8 7.93 7.93 121 4 2.13 -1.39 31 77 0 044� K=1.00 � T11 183-171 L2 1/2x2 1/2x1/4 8.19 8.19 200.3 1 19 -1 18 6.70 0 176' K=1.00 � T12 171-146 2L2 1/2x2x1/4:c3/8 13 70 13 70 209.6 2.13 -2.52 10.95 0230� K=1.00 � T13 146-122 2L2 1/2x2x1/4x3/8 9.08 9.08 139.0 2.13 -2.86 24.91 0.115� K=1.00 � T14 122-96 2L21/2x2x1/4x3/8 9.90 9.90 151.5 2.13 -3.84 20.97 0.183' K=1.00 � T15 96-72 2L21/2�c2x1/4x3/8 9.64 9.64 147.6 2.13 -6.51 22.08 0.295� K=1.00 � T16 72-52 2L21/2�t2x1/4x3/8 8.96 8.96 137.2 2.13 -3.98 25.56 0156' K=1.00 � T17 52-32 2L21/2x2x1/4x3/8 9.26 9.26 1418 2.13 -440 23.94 0184� K=].00 � T18 32-0 2L21/2�1/2x1/4x3/8 8.67 8.67 1353 238 -741 29.38 0.252� K=1.00 � � P„ /�P�controls Redundant Diagonal (2) Design Data (Compression) Section Elevation Si=e L L„ Kl/r A P„ �P„ Ratio No. P„ ,/1 ft fl inZ K g �pn T13 146-122 2L21/2�x1/4x3/8 12.09 12.09 1851 2.13 -1.9] 14.05 0136 � i Job Page �n�T'ow�� BU 816298-ZEPHYRHILLS 52 of 68 SSOE Group Project Date 320 Seven Springs Way,st�tre sso 016-00010-00 09:46:34 09/30/15 Brennvood,77V37027 Client Designed by Phone: (615)661-7585 CC� FAX.• (615)661-7569 15430 Section Elevation Si=e L L„ Kl/r A P„ �P Ratio No. P„ ft Jt Jt in1 K K �p K=1.00 � T14 122-96 2L21/2x2x1/4�/8 13.29 1329 203.5 2.13 -2.58 1162 0.222� K=1.00 4/ I T15 96-72 2L21/2x2 1/2x1/4x3/8 13.81 13.81 215.6 238 �.66 11.57 0403� K=1.00 � T16 72-52 2L2 1/2x2x1/4x3/8 12.08 12.08 184.9 2.13 -3.58 14.07 0.254` K=1.00 y/ T17 52-32 2L21/2�x1/4�/8 12.64 12.64 1934 2.13 �.00 12.87 0.311 � K=1.00 � T18 32-0 2L3x3x3/16x3/8 10 72 10.72 137.0 2.18 �.59 2623 0 175' K=1.00 � � P u /¢P„controls 'i Redundant Diagonal (3) Design Data (Compression) Sectiori Elevation Si=e L L„ Kl/r A P„ �P„ Ratio No. P� ,�t ,Jl ft inZ K K �pn T18 32-0 2LSx3 1/2x5/16x3/8 13.57 13.57 116.6 5 12 �5 49 80.30 0.566� K=1.00 � 1 P u /�P„controls Redundant Hip (1) Design Data (Compression) Section Elevatron Si=e L L„ Kl/r A P„ �P„ Ratio No. P„ ,�t ft ft in1 K K �p� , T12 171-146 2L3 1/2�1/2x1/4x3/8 8.99 8.99 109.5 338 -0 19 58.25 0.003� K=1 11 � T13 146-122 2L2 1/2�1/2x1/4x3/8 6 77 6.77 112.8 238 -0 46 39 44 0 012' K=1.07 ✓ T14 122-96 2L3x2 1/2x1/4x3/8 7.52 7.52 107 7 2.63 -0 46 46.25 0.010' K=1 13 � T15 96-72 2L3x2 I/2x1/4x3/8 8.33 833 105.8 2.63 -0 43 47.29 0.009' K=1.00 � T16 72-52 2L3�1/2x1/4x3/8 9.07 9.07 117.6 2.63 -030 41 14 0.007� K=1.02 � T 17 52-32 2L3x2 1/2x1/4x3/8 9 70 9 70 123 I 2.63 -0.31 3836 0.008 1 K=1.00 � T18 32-0 2L3�1/2x1/4x3/8 541 541 943 2.63 -0.89 5334 0.017' K=1.37 � �P� /¢P„controls Job Page t1Zx�OWef' BU 816298-ZEPHYRHILLS 53 of 68 SSOE Grotrp Project Date 320 Seven Springs Way,Suite 350 016-00010-00 09'46.34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� 15430 FAX. (615)661-7569 Redundant Hip (2) Design Data (Compression) Section Elevation Si=e L L„ KI/r A P„ �P„ Ratio No. P� ,/t ft Jt inz K K �p� T13 146-122 2L2 1/2aQ 1/2x1/4x3/8 13.55 13.55 211 4 238 -022 12.03 0 018' K=1.00 � T14 122-96 2L3x21/2x1/4x3/8 15.04 15.04 1910 2.63 -0.23 16.29 0.014� K=1.00 � TIS 96-72 2L3x21/2x1/4x3/8 16.66 16.66 211.5 2.63 -0.22 1328 0016' K=1.00 � II T16 72-52 2L3x21/2x1/4x3/8 18.15 18.15 230.5 2.63 -015 1119 0013' K=1.00 � I T17 52-32 2L3�1/2x1/4�c3/8 19.39 19.39 246.3 2.63 -0 15 9 80 0.016' I K=1.00 � T 18 32-0 2L2 1/2x2x1l4�c3/8 10.82 10.82 165 6 2.13 -0 41 17.56 0.023� K=1.00 � � � P y /�P�controls Redundant Hip (3) Design Data (Compressuon) Section Elevatron Si�e L L„ KI/r A P„ �P„ Ratio No. P„ fl ft ,J? in1 K K �p� T18 32-0 2L3x2 I/2x1/4x3/8 16.22 1622 206.0 2.63 -0.23 14 00 0.017 K=1.00 ✓ 'P u /�P„controls Redundant Hip Diagonal Design Data (Compression) Section Elevation Si=e L L„ Kl/r A P„ �p„ Ratio No. P„ ./� .1t .lt in1 K K �P T12 171-146 2L3 1/2x3 1/2x1/4x3/8 19.24 19.24 211.9 3.38 -028 17.01 0.017 K=1.00 � T13 146-122 2L3 1/2x3 1/2x1/4�/8 13.58 13.58 149.5 3.38 -0.64 34 18 0 019' K=1.00 � T14 122-96 2L2 1/2x2x1/4x3/8 14.94 14.94 228 7 2.13 -0.57 9.20 0 062' K=1.00 � T15 96-72 2L2 1/2x2x1/4x3/8 15.63 15 63 239.2 2.13 -0.52 8.41 0 062� K=1.00 � T16 72-52 2L2 1/2�x1/4x3/8 24.20 24.20 370 4 2.13 -0 14 3.51 0 041 � K=1.00 � KL/R>250(C)-646 T17 52-32 2L2 1/2x2x1/4x3/8 25 73 25 73 393 8 2.13 -0 14 3]0 0 046� : , Job Page ��p�e� BU 816298-ZEPHYRHILLS 54 of 68 SSOE Group Project Date 320 Seven Springs Way,S:rite 350 016-00010-00 09:46'34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� 15430 FAX.• (615)661-7569 Section Elevation Si=e L L„ Kl/r A P„ �P„ Ratio No. I'u �} ft ,/t rrr' K K �p� K=1.00 � KL/R>250(C)-727 T18 32-0 2L21/2x2x1/4x3/8 11.90 11.90 182.2 2.13 -1 18 1449 0.081 � K=1.00 �/ 1 P„ I�P„COriU'OIS Redundant Sub-Horizontal Design Data (Compression) Section Elevation Sr=e L L„ Kl/r A P„ �P„ Ratio No. P„ ft Jt ,Jt rn' K K �p„ T18 32-0 2LSx5x3/8x3/8 21.89 21.89 120.8 722 -4628 108.54 0.426 K=1.00 � ' P u /�P„controls Redundant Sub Diagonal Design Data (Compression) Section Elevation Si:e L L„ K!/r A P„ �P„ Ratio No. P„ �t ft Jt in� K K �p T18 32-0 2LSx3 1/2x5/16x3/8 9 71 9 71 96.2 5 12 -62.87 100.13 0 628 K=133 � � P� /�Pn controls Inner Bracing Design Data (Compression) Section Elevation Si_e L L„ !�7/r A P„ �P Ratro I No. P„ � Jt JT �t in1 K K �p„ T1 288-279 L3x3x1/4 7.07 7.07 1433 144 -0.O1 15.83 0.001 � K=1.00 � � T2 279-272 L3x3x1/4 7.91 7.91 160.4 1 44 -0.O1 12.65 0 001 ' I K=1.00 �/ � T3 272-259 L3x3x1/4 8.56 8.56 173.6 1 44 -0.02 10.80 0.002� I� K=1.00 �/ T4 259-247 L3x3x1/4 9 78 9 78 198.2 1 44 -0.02 828 0.002� K=1.00 � TS 247-237 L3x3x1/4 10.90 10.90 220.9 ]44 -0.02 6.67 0 003' K=1.00 ✓ T6 237-232 L3x3x1/4 11.83 11.83 239.8 1 44 -0.02 5.66 0 003� K=1.00 i Job Page �IZ�TpW�'�' BU 816298-ZEPHYRHILLS 55 of 68 SSOE Group Project Date 320 Seven Springs Way,S:�ite 350 016-00010-00 09:46.34 09/30/15 Brenhvood,TN 37027 Client Designed by Pl:one: (615)66/-7585 C(;� FAX. (615)661-7569 15430 Section Elevation Si=e L L„ KI/r A P„ �P„ Ratio No. P„ ,/t ft Jt in� K K �pn � T7 232-222 L4x4x1/4 12.30 1230 185.6 1.94 -0.04 12.72 0 003' K=1.00 4/ T8 222-210 L4x4x1/4 13.23 1323 199 7 1.94 -0 03 10.99 0.002� K=1.00 � T9 210-195 L2�x1/4 1435 1435 395.8 1 19 -0 03 l 72 0.016� K=1.00 �/ KL/R>250(C)-268 T10 195-183 L7x4x3/8 15 75 I5 75 214 7 3.98 -0.OS 19.50 0.003� K=1.00 � T11 183-171 L3 1/2x2 1/2x1/4 16.87 16.87 372.1 1 44 -0.04 235 0 018� K=1.00 � KI,/R>250(C)-340 T12 171-146 L3�c3x1/4 17.99 17.99 364.6 1 44 -0.09 2.45 0.039� , K=1.00 � KL/R>250(C)-385 ' T13 146-122 LSx3x1/4 2032 2032 367.8 1.94 -0 13 324 0 040� K=1.00 � � � KL/R 250(C)-454 T14 122-96 L3 1l2x3 1/2x1/4 22.56 22.56 390 1 1.69 -0 14 2.51 0 057� , K=1.00 � KL/R>250(C)-523 T15 96-72 2L2x21/2x1/4x3/8 24.98 24.98 506.4 2.13 -015 1.88 0.080' ' K=1.00 � KL/R>250(C)-592 T16 72-52 2L2 1/2x2 1/2x1/4x3/8 27.22 27.22 424.8 238 -0 13 2.98 0.044� K=1.00 � KL/R>250(C)-669 T17 52-32 2L2 1/2x3x1/4x3/8 29.09 29 09 463.6 2.63 -0 15 2.76 0 053� K=1.00 4/ KL/R>250(C)-749 T 18 32-0 2L4x3x5/16x3/8 30.96 30.96 292.5 4 18 -0 10 11.04 0.009� I K=1.00 � � KL/R>250(C)-863 ' P� /�P„controls Tension Checks Leg Design Data (Tension) Section Elevation Si=e L I,,, K!/r A P„ �P„ Ratio i No. P„ ft Jt ft in� K K �p� i T1 288-279 LSx5x1/2 9.04 9.04 70 4 4 75 027 213 75 0 001 � T2 279-272 LSx5x1/2 7.03 7.03 54.8 4 75 0.58 213 75 0.003� � T3 272-259 LS�xI/2 13.06 6.53 50.9 4 75 2.13 213 75 0.010� i� : -, . Job Page ��x�Q�� BU 816298 -ZEPHYRHILLS 56 of 68 SSOE Gro[tp Project Date 320 Seven Springs Way,Suite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)661-7569 15430 Section Elevation Sr�e L L„ Kl/r A P„ �P„ Ratio No. Pu ft ft ,/t in� K K �p� � T4 259-247 LSx5x1/2 12.05 6.03 47.0 4 75 8.82 213 75 0.041 ' i � ' TS 247-237 L8x8x5/8 10.04 10 04 48.4 8.52 16.75 415 17 0.040� T6 237-232 L8x8x5/8 5.02 5.02 24.2 9.61 23.80 432.45 0.0 5' Y T7 232-222 L8x8x5/8 10.04 5.02 24.2 9.61 2634 432.45 0.061 � � T8 222-210 L8x8x5/8 12.05 6.03 29.0 836 33 88 407.55 0.083� � T9 210-195 L8x8x5/8 15 07 7.53 363 9.61 46.09 432.45 0 107� � T10 195-183 L8x8x1 1/8 12.05 6.03 29.9 14 45 67.00 704 44 0.095� � T11 183-171 L8x8x1 1/8 12.05 6.03 29.9 16.70 8431 751.50 0 112� � T 12 171-146 L8x8x1 1/8 25 11 12.55 62.3 14 45 104 71 704 44 0.149� � T13 146-122 L8x8x3/4 2PLO.Sx8 24 10 8.03 37 8 19 45 151.91 875.25 0 174' � T14 122-96 L8x8x1 2PLO.Sx8 26.11 8 70 41 4 22.98 197.03 1033.94 0.191 � � T 15 96-72 L8x8x1 2PL0 75x8 24 10 8.03 37 4 27.02 247 10 1215.90 0203' � T16 72-52 L8x8x1 2PL0.625x8 20.09 6.70 31.5 25.02 297.39 1125.90 0264� � T17 52-32 L8x8x1 2PL0 75x8 20.09 6.70 31.2 27.02 338.81 1215.90 0279� � T18 32-0 L8x8x1 2PL0.875x8 32.14 8.03 37 1 29.02 334 45 1305.90 0.256' � �P u ��Pn controls Diagonal Design Data�(Tension) Section Elevation Si=e L L„ Kl/r A P„ �P„ Ratio ' No. P„ ,/t fl ,Jt in1 K K �p T1 288-279 2L21/2x2x1/4x3/8 10.61 10:09 162.4 1.27 034 61.88 0.005 � T2 279-272 2L2 1/2x2x1/4x3/8 927 8.75 141.8 1.27 2.50 61.88 0.040� � T3 272-259 2L2 1/2x2 1/2x1/4x3/8 14 75 14.23 148.7 1 46 6.95 71 02 0.098� � T4 259-247 2L2x2 1/2x1/4ac3/8 14.28 13 76 144.8 1.27 7.52 61.88 0 121 ' � TS 247-237 2L3x2 1/2x1/4x3/8 13 OS ]2.53 165.8 1.64 7.51 80 16 0.094� � tnxTowe� Job Page BU 816298 -ZEPHYRHILLS 57 of 68 SSOE Grotrp Project Date 32o Seven Springs wny,Suite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 C(�� FAX. (615)661-7569 15430 Section Elevation Si=e L L„ Kl/r A P„ �P„ Ratio No. p„ fl ft ft in� K K �p�� T6 237-232 2L31/2�21/2x5/16x3/8 10.04 9.51 109.5 225 5.90 109.80 0.054 � T7 232-222 2L2 1/2x3x5/16x3/8 13 71 13 00 112.6 2.02 9.57 98.55 0.097� � T8 222-210 2L2 1/2x3 1/2x1/4�c3/8 15 73 7.51 128.4 1.83 14.05 89.30 0.157� � T9 210-195 2L2 1/2� I/2x1/4x3/8 18.71 9.00 152.7 1.83 19.98 89.30 0.224� � T10 195-183 2L31/2x4x1/4x3/8 16.94 16.04 109.9 2.39 20.73 116.73 0178' � T11 183-171 2L3x3 1/2x1/4x3/8 17.50 16.6] 1273 2.02 23.98 98.44 0.244' 4� T12 171-146 2L3 1/2x5�c3/8n3/8 28.88 13.90 169.9 4.08 40.87 198.67 0206� � T13 146-122 2L3 1/2x5�/8x3/8 28.86 9.08 1132 4 08 41 49 198.67 0.209' � T14 122-96 2L3 1/2x5x5/16x3/8 31 48 9.95 1223 3 43 46.26 16721 0.277� � T 15 96-72 2L3 1/2x5x5/16x3/8 30.81 10.27 119.6 3 43 48.44 16721 0.290� � T 16 72-52 2L3 1/2x4x5/16x3/8 28.72 9.03 107 4 2.96 45 73 144 17 0.317� � T 17 52-32 2L3 1/2x4x5/16x3/8 29 68 9.54 1 I 1.0 2.96 46.79 l44 17 0325� � T18 32-0 2LSac5x3/8x3/8 2737 8.52 70.2 4.85 78.55 236.56 0332' 9/ ' P u /�P„controls Horizontal Design Data (Tension) Section Elevation Si=e L L„ Kl/r A P„ �P„ Ratio No. Pv f ftT �t in' K K �p„ T2 279-272 2L2 1/2�c2x1/4x3/8 11 19 533 85.6 1.27 1 72 5522 0 031 ' � T3 272-259 2LSx3x1/4x3/8 12.11 5.80 60.1 2.58 332 11231 0.030� � T4 259-247 2L2 1/2x2x1/4x3/8 13 83 6.65 105.8 1.27 4 12 55.22 0.075� Y TS 247-237 2L3�1/2x1/4x3/8 15 41 7 44 97.8 1.64 4.95 71.53 0.069' � T6 237-232 2L2 1/2�x1/4x3/8 16.73 8.10 128 0 1.27 5 41 5522 0.098� I T7 232-222 2LSx3 1/2�/8x3/8 17.39 8.43 71.5 4 08 6.72 177.28 0.0 8� li � T8 222-210 2L3x2x1/4�/8 18.71 9.09 126 0 1 46 8.77 6337 0 138' � T9 210-195 2L3x2x1/4ac3/8 20.29 9.89 136.6 I 46 11 70 63.37 0 185' . � Job Page tnxTowet� BU 816298 -ZEPHYRHILLS 58 of 68 SSOE Gro[tp Project Date 320 Seven Springs Way,S:�ite 350 016-00010-00 09:46�34 09/30/15 Brennvood,TN37027 Client Designed by Phone. (615)661-7585 CC� FAX. (615)661-7569 15430 Section Elevation Si=e L L„ Kl/r A P„ �P„ Ratio No. P„ ,/t ft ,�t in2 K K �p� � T10 195-183 2LS�x5/16ac3/8 22.27 10.78 109.5 3 19 14 76 138.76 0 106� � TI 1 183-171 2LSx3 1/2x5/16x3/8 23.85 11.57 98.7 3 43 17.65 149.20 0 118� � T12 171-146 2L3 I/2x2 1l2x1/4x3/8 25 44 1236 140 0 1.83 20.43 79.69 0.256� � T13 146-122 2LSx3 1/2x3/8x3/8 28.74 14.01 118.1 4.08 22.86 177.28 0.129� � T14 122-96 2L4x3x1/4x3/8 31.90 15.60 149.5 221 26.00 96.00 0.271 � � T15 96-72 2L4x3 1/2x3/8x3/8 3533 17.67 169.6 3.51 3034 152.81 0.199� � T16 72-52 2L3 1/2�1/2x1/4x3/8 38.50 9.63 106 0 1.83 32.95 79.69 0.414� � T17 52-32 2L21/2�1/2x1/4x3/8 41 14 10.28 160.5 146 34.94 6337 0.551 � � T18 32-0 2L6x4�c3/8x3/8 43 78 15.97 121 6 4.92 71.99 214 14 0336� � � PN /�P„conh'ols Top Girt Design Data (Tension) Seclion Elevation Si=e L L„ Kl/r A P„ �P Ratio No. P� ,�t ,/t ft in' K K �P T1 288-279 2L3x2 1/2x1/4x3/8 10.00 4 77 63.5 1.64 020 71.53 0.003 � 'P� /�P„controls Redundant Horizontal (1) Design Data (Tension) Section Elevation Sice L L„ KI/r A P„ �P„ Ratio � No. p� ,Jt ft ,/1 in� K K �p� T3 272-259 L21/2�c2x1/4 3.03 3.03 61.3 1.06 034 3434 0.010 � T4 259-247 L2 1/2x2x1/4 3 46 3 46 70.0 1.06 0.23 3434 0.007� T7 232-222 L2 1/2x2x1/4 4.35 4.35 88.1 1.06 0.82 3434 0 0 4� � T8 222-210 L2 1/2x2x1/4 4.68 4.68 94 7 1 06 1 41 3434 0.041 ' � T9 210-195 L21/2x2x1/4 5.07 5.07 102.8 1.06 1.25 3434 0.036' �I � , Job Page ��xTowe� BU 816298 -ZEPHYRHILLS 59 of 68 SSOE Grottp Project Date 320 Seven Springs 6Yay,S:�ite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FAX. (615)66/-7569 15430 Sectron Elevation Sise L L„ K!/r A P„ �p„ Ratio No. P„ f ft ft in� K K �pn � TIO 195-183 2L2 1/2x2x1/4x3/8 5.57 5.57 85.2 2.13 2.08 69.01 0 030� � TI 1 183-171 L2�1/2x1/4 5.96 5.96 120.8 1.06 1.86 3434 0 054' � T12 171-146 L2 1/2�c2 1/2x1/4 6.36 636 992 1 19 234 38.56 0.061 � � T13 146-122 L2 1/2x1 I/2x3/16 4 79 4 79 136.1 0 71 3 02 23 16 0 130� � T14 122-96 L2 I/2x1 1/2x3/16 532 532 151 1 0 71 4 13 23 16 0.178� � T15 96-72 L2x2 1/2x1/4 5.89 5.89 1193 1 06 7.95 3434 0.232� � T16 72-52 2L2 1/2x2x1/4x3/8 6.42 6 42 98.2 2.13 5 70 69 O1 0 083� 4� T17 52-32 2L21/2x2x1/4x3/8 6.86 6.86 104.9 2.13 6.51 69.01 0.094� � T18 32-0 2L2 1/2x2 1/2x1/4�/8 3.82 3.82 59 7 238 6.54 77 I 1 0.085� � � P� I�Pn C011tl'O1S Redundant Horizontal (2) Design Data (Tension) Sectron Elevatron Si=e L L„ Kl/r A P„ �P Ratio No. Pu ,�t Jt .R tn� K K �Pn T13 146-122 L3x3x1/4 9.58 9.58 123.6 1 44 3.02 46 66 0 065 � T14 122-96 L3x3x1/4 10.63 10.63 137.2 1 44 4 13 46.66 0 089� � T15 96-72 L3x3x1/4 1178 1178 152.0 144 7.95 46.66 0170� � 4.9-3(1.39 CR)-539 T16 72-52 2L2 1/2x2 1/2x1/4x3/8 12.83 12.83 2003 238 5 70 77 11 0 074� � T l7 52-32 2L2 I/2x2 1/2x1/4x3/8 13.71 13 71 214.0 238 6.51 77 11 0 084� � T18 32-0 2L2 1/2x2 1/2x1/4x3/8 7.65 7.65 1193 238 6.54 77 11 0.085� � 'P u /�P�controls Redundant Horizontal (3) Design Data (Tension) 'o t Job Page , ��p�� BU 816298-ZEPHYRHILLS 60 of 68 SSOE Group Project Date 320 Seven Springs Way.Suite 350 016-00010-00 09:46 34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� 15430 FAX.• (615)66]-7569 Sectron Elevatron Si:e L L„ KI/r A P„ �P„ Ratio No. 1'u f? ft ft inz K K �p T18 32-0 2L3�x1/4x3/8 1147 1147 148.0 2.88 6.54 93.31 0.070 � � P„ l�P„COrilYO1S Redundant Diagonal (1) Design Data (Tension) Section Elevation Si:e L L„ KI/r A P„ �P„ Ratio No. P„ ,Jt ft ft in1 K K �p„ T3 272-259 L2 1/2x2x1/4 7.01 7.01 142.1 1.06 0 49 3434 0.014 � T4 259-247 L2 1/2x2x1/4 6 75 6.75 136.7 1.06 030 34.34 0.009� � T7 232-222 L21/2x21/2x1/4 642 6.42 1002 119 0.66 38.56 0017' � T8 222-210 L21/2x21/2x1/4 7.38 7.38 1152 119 115 38.56 0.030� � T9 210-195 L2 1/2x2 1/2x1/4 8.80 8.80 1373 1 19 1 14 38.56 0.029' � T10 195-183 2L2 1/2x2x1/4x3/8 7.93 7.93 121 4 2.13 1.53 69.01 0.022� � T11 183-171 L2 1/2x2 1/2x1/4 8.19 8.19 127.9 I 19 1.27 38.56 0.033� � T12 171-146 2L2 1/2x2x1/4x3/8 13 70 13 70 209.6 2.13 2.52 69.01 0.036� . � T13 146-122 2L2 1/2x2x1/4x3/8 9.08 9.08 139 0 2.13 2.86 69.01 0.041 � � T14 122-96 2L2 1/2�x1/4�/8 9.90 9.90 151.5 2.13 3.84 69 O1 0.056' � T15 96-72 2L21/2x2x1/4�c3/8 9.64 9.64 1476 2.13 6.51 69.01 0.094' � T16 72-52 2L2 1/2x2x1/4x3/8 8.96 8.96 137.2 2.13 3.98 69 O1 0.058� � T17 52-32 2L21/2x2x1/4x3/8 926 926 141.8 2.13 440 6901 0.064' � T18 32-0 2L2 1/2x2 1/2x1/4x3/8 8.67 8.67 1353 2.38 7 41 77 11 0.096� � �P� /�p�controls Redundant Diagonal (2) Design Data (Tension) Section Elevation Si=e L L„ Kl/r A P„ �P Ratio No. P„ ft ft ft in1 K K �p T13 146-122 2L2 1/2x2x1/4�c3/8 12.09 12.09 185 1 2.13 1.91 69.01 0.028 � Job Page tnxTowe� BU 816298 -ZEPHYRHILLS 61 of 68 SSOE Grottp Project Date 32o Seven Springs Way,S:rrte 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37017 Client Designed by Phone: (615)661-7585 CCI 15430 FAX.• (615)66/-7569 Section Elevation Si=e L L„ KI/r A P„ �p Ratio No. P,. ,/t ,/t fl in1 K K �p� � T14 122-96 2L21/2x2x1/4x3/8 13.29 13.29 203.5 2.13 2.58 69.01 0.037� � T15 96-72 2L2 1/2x2 1/2x1/4x3/8 13.81 13 81 215.6 238 4 66 77 11 0.060� � T 16 72-52 2L2 1/2x2x1/4x3/8 12.08 12.08 184.9 2.13 3.58 69 O 1 0.052� � T17 52-32 2L2 1/2x2x1/4;c3/8 12.64 12.64 193 4 2.13 4 00 69 Ol 0.058� � � T18 32-0 2L3�c3x3/16�/8 10.72 10 72 137.0 2.18 4.59 70.63 0 065' � � P u /�Pn controls Redundant Dia onal 3 Desi n Data Tension J � ) J � ) i=e L /r A P I Section Elevation S L„ Kl „ �P„ Ratio No. P„ i � a tn K K .l� .n .J� �P„ T18 32-0 2LSx31/2x5/16x3/8 13.57 13.57 1123 512 38.50 165.89 0232' I 4� � P� /�P�contl'ols Redundant Hip (1) Design Data (Tension) Section Elevation Si_e L L„ KI/r A P„ �P„ Ratio I No. P„ I f? ft ft in1 K K �pn T12 171-146 2L3 1/2x3 1/2x1/4x3/8 8.99 8.99 99.0 3.38 0.05 109.51 0.000� T13 146-122 2L2 1/2�1/2x1/4x3/8 6 77 6 77 105 7 2.38 039 77 11 0.OS� � T14 122-96 2L3x21/2x1/4x3/8 7.52 7.52 95.5 2.63 033 8521 0.004� � T15 96-72 2L3x2 1/2x1/4x3/8 8.33 833 105.8 2.63 0.29 8521 0.003� � TI6 72-52 2L3x2 1/2x1/4x3/8 9.07 9.07 115.2 2.63 0.16 85.21 0.002� � T17 52-32 2L3x2 1/2x1/4�/8 9 70 9 70 123 1 2.63 0.16 8521 0.002� � T18 32-0 2L3�1/2x1/4n3/8 5 41 5 41 68.7 2.63 0.73 8521 0.009� � ' P u /�P„controls � � Job Page �`tZx�OW�1'' BU 816298-ZEPHYRHILLS 62 of 68 SSOE Grottp Project Date , 320 Seven Sprrngs Way,S:dte 350 016-00010-00 09�46 34 09/30/15 Brenrwood,TN37027 Client Designed by ' Phone: (615)661-7585 CC� I , FAX. (61 S)661-7569 �5430 Redundant Hip (2) Design Data (Tension) Section Elevation Si=e L L„ Kl/r A P„ �P Ratio No. P� ' fT ft f? in1 K K �pn T13 146-122 2L2 1/2x2 1/2x1/4x3/8 13.55 13.55 211 4 2.38 0.13 77 11 0.002 � T14 122-96 2L3ac2 1/2x1/4x3/8 15.04 15 04 191.0 2.63 0.15 8521 0.002� � TIS 96-72 2L3x21/2x1/4x3/8 16.66 16.66 211.5 2.63 0.14 85.21 0.002' 4� T16 72-52 2L3x2 1/2x1/4x3/8 18.15 18.15 230.5 2.63 0 09 85.21 0 001 � 4� T17 52-32 2L3�c21/2x1/4�c3/8 1939 1939 2463 2.63 O 10 85.21 0.001 � � , T18 32-0 2L21/2x2x1/4x3/8 10.82 10.82 165.6 2.13 0.29 6901 0.004' � 1 P� /�P„controls Redundant Hip (3) Design Data (Tension) ' Section Elevation Si¢e L L„ KI/r A P„ �P„ Ratio No. P„ ,�t ,/t ,/t in1 K K �p„ ' T18 32-0 2L3� 1/2x1/4x3/8 16.22 16.22 206.0 2.63 0.21 85.21 0.002 � � P„ ��P„COri1T01S Redundant Hip Diagonal Design Data (Tension) Section Elevation Sr:e L L„ K!/r A P„ �P„ Ratio No. P„ ft ,Jt ft in1 K /{ �p� ' T12 171-146 2L3 1/2x3 1/2x1/4x3/8 19.24 19.24 211.9 3.38 031 109.51 0.003 � T13 146-122 2L3 1/2x3 1/2x1/4x3/8 13.58 13.58 149.5 3.38 0.70 ]09.51 0.006� , � T 14 122-96 2L2 1/2x2x1/4�/8 14.94 14.94 228.7 2.13 0 67 69 O 1 0.010' � 'I'15 96-72 2L21/2x2x1/4x3/8 15.63 15.63 2392 2.13 0.61 6901 0.009� � T16 72-52 2L21/2x2x1/4x3/8 16.01 16.01 245 1 2.13 036 690] 0.005� � I T17 52-32 2L21/2x2x1/4�/8 1691 16.91 258.8 2.13 035 6901 0.005' � r . , Job Page tnxTowe� BU 816298-ZEPHYRHILLS 63 of 68 SSOE Gro[tp Project Date 320 Seven Springs Way,S:�ite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CC� FfLY. (615)661-7569 15430 Section Elevation Si=e L L„ Kl/r A P„ �P„ Ratio No. P„ fl f} ft rn� K IC �pn T18 32-0 2L2 1/2�c2x1/4x3/8 11.90 11.90 1822 2.13 1 44 69 O1 0 021 � � P� ��Pn COrit['OIS Redundant Sub-Horizontal Design Data (Tension) Section Elevation Si=e L L„ KI/r A P„ �P„ Ratio No. P„ Jl ,Jt ,/t in1 K K �p� T18 32-0 2LSx5x3/8x3/8 21.89 21.89 118.3 722 38.06 233.93 0.163 � t P„ I�P„COritC01S Redundant Sub Diagonal Design Data (Tension) , Section Elevation Si=e L L„ KI/r A P„ �P„ Ratio No. P„ ff ft ft in1 K K �p� . T18 32-0 2LSx3 1/2x5/16x3/8 9 7l 9 71 803 5 12 61.00 165.89 0368 � ' � P� /�Pn controls Inner Bracing Design Data (Tension) Section Elevation Si=e L L„ KJ/r A P„ �P„ Ratio ' No. P„ i ft Jt ft in1 K K �p� Tl 288-279 L3�c3x1/4 7.07 7.07 912 1 44 0.00 46.66 0 000� y T12 171-146 L3x3x1/4 17.99 17.99 232.1 1 44 0.01 46 66 0 000� � � T13 146-122 LSx3x1/4 2032 2032 283.2 1.94 0.11 62.86 0.002� � � T14 122-96 L3 1/2x3 1/2x1/4 22.56 22.56 248.4 1.69 0.11 54 76 0.002� � T15 96-72 2L2x2 1/2x1/4x3/8 24.98 24.98 506 4 2.13 0 10 69.01 0 001 ' � T16 72-52 2L2 1/2x2 I/2x1/4x3/8 2722 27.22 424 8 238 0 06 77 11 0 001 � � T17 52-32 2L2I/2x3x1/4x3/8 29.09 2909 463.6 2.63 006 85.21 0.00] � I - _� . Job Page ��Qw�� BU 816298 -ZEPHYRHILLS 64 of 68 SSOE Gro�rp Project �ate 320 Seven Springs Way,S:�ite 350 016-00010-00 09'46'34 09/30/15 Brentwood,TN37027 Client Designed by Phone: (615)661-7585 CCI 15430 Ff1X.• (615)661-7569 Section Elevatron Size L L„ KI/r A P„ �P Ratio No. P� ft ft Jt in2 K K �pn � 'P� /�Pn controls Section Capacity Table Section Elevation Component Si�e Critica! P aPa��o„ % Pass No. ./t TYPQ Element K K Capacity Fail T1 288-279 Leg LSx5x1/2 2 -0.80 8775 0.9 Pass T2 279-272 Leg LSx5x1/2 24 -236 124 74 1.9 Pass T3 272-259 Leg LSx5x1/2 46 -5.07 134.35 3.8 Pass T4 259-247 Leg LSx5x1/2 81 -13.34 143.90 93 Pass TS 247-237 Leg L8x8x5/8 118 -22.76 282.60 8.1 Pass 15.9(b) T6 237-232 Leg L8x8x5/8 139 -31 44 388.82 8.1 Pass T7 232-222 Leg L8x8x5/8 160 -3639 388.82 9 4 Pass T8 222-210 Leg L8x8x5/8 197 -47 10 371.04 12.7 Pass 16.0(b) T9 210-195 Leg L8x8x5/8 234 �3 47 340 41 18.6 Pass T10 195-183 Leg L8x8x1 1/8 271 -9033 642.24 14 1 Pass 30.7(b) T11 183-171 Leg L8x8x1 1/8 308 -114 03 64224 17.8 Pass T12 171-146 Leg L8x8x1 1/8 345 -141.80 380.00 373 Pass T 13 146-122 Leg L8x8x3/4 2PLO.Sx8 390 -197 04 788.33 25 0 Pass 51.6(b) T14 122-96 Leg L8x8x1 2PLO.Sx8 459 -253 46 912.00 27.8 Pass 49.8(b) T 15 96-72 Leg L8x8x1 2PL0 75x8 528 -317 46 806.79 393 Pass 49.9(b) T16 72-52 Leg L8x8x1 2PL0.625x8 597 -37923 1046.93 36.2 Pass 59.6(b) T 17 52-32 Leg L8x8x1 2PL0 75x8 678 -433.26 1132.32 383 Pass 68.0(b) T18 32-0 Leg L8x8x1 2PL0.875x8 759 �35 16 1181 17 36.8 Pass 68.2(b) TI 288-279 Diagonal 2L21/2x2x1/4ac3/8 14 -0.58 24.08 2.4 Pass T2 279-272 Diagonal 2L21/2�x1/4x3/8 33 -2.77 2913 9.5 Pass I T3 272-259 Diagonal 2L2 1/2x2 1/2x1/4x3/8 62 -7.25 23 40 31.0 Pass T4 259-247 Diagonal 2L2x2 1/2x1/4�c3/8 99 -7 79 23.29 33 4 Pass TS 247-237 Diagonal 2L3�c21l2x1/4x3/8 128 -7.94 28.62 27.8 Pass T6 237-232 Diagonal 2L3 1/2x2 1/2x5/16ac3/8 149 �.56 62.90 10 4 Pass T7 232-222 Diagonal 2L2 1/2x3x5/16x3/8 178 -10.28 54.26 18.9 Pass T8 222-210 Diagonal 2L21/2�c31/2x1/4x3/8 215 -14.57 43.67 33.4 Pass T9 210-195 Diagonal 2L2 1/2x3 1/2x1/4x3/8 252 -20 46 32.93 62.1 Pass T10 195-183 Diagonal 2L3 1/2x4x1/4x3/8 289 -21 77 66.06 33.0 Pass T11 183-171 Diagonal 2L3x3 1/2x1/4x3/8 319 -25 12 44.09 57.0 Pass T12 171-146 Diagonal 2L3 1/2x5x3/8x3/8 356 -41.86 58.62 71 4 Pass T13 146-122 Diagonal 2L3 1/2x5x3/8x3/8 405 -42.73 10121 42.2 Pass T14 122-96 Diagonal 2L3 I/2�c5x5/]6x3/8 474 117 41 77.28 61 4 Pass T15 96-72 Diagonal 2L31/2x5x5/16�c3/8 563 -51.01 80.34 63.5 Pass T16 72-52 Diagonal 2L3 1/2x4x5/16x3/8 637 �7.81 78.49 60.9 Pass ; T 17 52-32 Diagonal 2L3 1/2x4x5/16x3/8 718 �9.06 76.07 64.5 Pass i T18 32-0 Diagonal 2LSx5x3/8x3/8 815 -86.97 167.68 51.9 Pass , T2 279-272 Horizontal 2L21/2x2x1/4x3/8 32 -1.66 40.42 41 Pass ' T3 272-259 Horizontal 2LSx3x1/4x3/8 61 -3.29 73 48 4.5 Pass t . Job Page �n�cTowe� BU 816298-ZEPHYRHILLS 65 of 68 SSOE Grottp Project Date 320 Seven Springs Way,Sirite 350 016-00010-00 09•46•34 09/30/15 Brennvood,77V 37027 Client Designed by Phone. (615)661-7585 CCI 15430 FAX. (615)661-7569 Section Elevation Component Sr�e Crrtrca! P aPa��ow % Pass No. ./t Type Element K K Capacity Fail 5.2(b) T4 259-247 Horizontal 2L21/2x2x1/4x3/8 98 -4.08 36.11 11.3 Pass TS 247-237 Horizontal 2L3x21/2x1/4x3/8 127 �.86 46.50 10.4 Pass T6 237-232 Horizontal 2L2 1/2x2x1/4�/8 148 -5.27 31 07 17 0 Pass T7 232-222 Horizontal 2LS�c3 1/2x3/8x3/8 177 -6.37 126.83 5.0 Pass 9 4(b) T8 222-210 Horizonhl 2L3x2x1/4x3/8 214 -8.53 29 80 28.6 Pass T9 210-195 Horizontal 2L3x2x1/4�c3/8 251 -11.67 25.89 45 1 Pass T10 195-183 Horizonhl 2LSx3x5/16x3/8 281 -15.02 79.26 18.9 Pass T11 183-171 Horizontal 2LSx3 1/2x5/16x3/8 318 -17.32 9331 18.6 Pass T12 171-146 Horizontal 2L3 1/2x2 1/2x1/4x3/8 355 -20.54 31 77 64.6 Pass T13 146-122 Horizontal 2LSx3 1/2x3/8x3/8 404 -23 44 93 14 25.2 Pass T14 122-96 Horizonql 2L4x3x1/4x3/8 473 -2619 34.07 76.9 Pass T 15 96-72 Horizontal 2L4x3 1/2x3/8x3/8 557 -30.86 41.94 73.6 Pass T16 72-52 Horizonh] 2L31/2x21/2x1/4x3/8 630 -3315 63.34 523 Pass T17 52-32 Horizontal 2L2 1/2x2 I/2x1/4�/8 711 -34.80 45 49 76.5 Pass T18 32-0 Horizontal 2L6x4x3/8x3/8 807 -65.81 106.79 61.6 Pass T 1 288-279 Top Girt 2L3�c2 1/2x1/4x3/8 5 -022 55 48 0 4 Pass 0.5(b) T3 272-259 Redund Horz 1 L2 1/2x2x1/4 63 -034 19.68 1 8 Pass Bracing T4 259-247 Redund Horz I L2 1/2�x1/4 100 -023 1839 12 Pass Bracing T7 232-222 Redund Horz I L2 1/2x2x1/4 182 -0 75 15 48 4.8 Pass Bracing T8 222-210 Redund Horz 1 L2 IClx2x1/4 216 -1.33 13.65 9 7 Pass Bracing T9 210-195 Redund Horz 1 L2 1/2x2x1/4 246 -1 17 11 62 10 1 Pass Bracing T10 195-183 Redund Horz 1 2L2 1l2x2x1/4x3/8 290 -1.90 39.65 4.8 Pass Bracing T11 183-171 Redund Horz 1 L2x2 1/2x1/4 316 -1 71 8.41 20 4 Pass Bracing T12 171-146 Redund Horz 1 L2 1/2�1/2x1/4 353 -2.34 11 13 21.0 Pass Bracing T13 146-122 Redund Horz 1 L2 12x1 1/2x3/16 400 -3.02 5.23 57 8 Pass Bracing T14 122-96 Redund Hoa I L2 1/2x1 1/2�c3/16 469 �13 4.24 973 Pass Bracing T15 96-72 RedundHorzl L2x21/2x1/4 538 -7.95 8.62 923 Pass Bracing T16 72-52 RedundHorz 1 2L2 1/2x2x1/4x3/8 615 -5 70 36.88 15.5 Pass Bracing T17 52-32 RedundHorzl 2L21l2x2x1/4x3/8 689 5.51 3546 18.4 Pass Bracing T18 32-0 RedundHorzl 2L21/2x21/2x1/4x3/8 771 �.54 50.42 13.0 Pass Bracing T13 146-122 Redund Horz 2 L3x3x1/4 401 -3.02 8.63 35.0 Pass Bracing T14 122-96 Redund Horz 2 L3x3x1/4 476 �13 7.00 59.0 Pass Bracing T15 96-72 Redund Horz 2 L3x3x1/4 545 -0 76 5 71 1330 Pass Bracing T16 72-52 Redund Horz 2 2L2 Il2x2 I/2x1/4�/8 609 -5 70 13 41 42.5 Pass Bracing T17 52-32 RedundHorz2 2L21/2�c21/2x1/4�c3/8 690 -6.51 1174 55.5 Pass Bracing T18 32-0 Redund Horz 2 2L2 1/2�1/2x1/4�c3/8 772 -6.54 3628 18.0 Pass Bracing T18 32-0 Redund Horz 3 2L3x3x1/4�c3/8 774 -6.54 29.69 22.0 Pass Bracing .� R Job Page ��Q�� BU 816298-ZEPHYRHILLS 66 of 68 SSOE Group Project Date 320 Seven Springs Way.S:�ite 3so 016-00010-00 09'46:34 09/30/15 Brentwood,TN37027 Client Designed by Phone: (61S)661-7585 CCI 15430 FAX.• (61 S)661-7569 Section Elevation Component Si=e Crrtical P ePa��o„. % Pass No. ./t Type Element K K Capacity Fail T3 272-259 Redund Diag 1 L2 1/2x2x1/4 60 -0.35 6.08 5 8 Pass Bracing T4 259-247 Redund Diag 1 L2 1/2�x1/4 94 -020 6.57 3 0 Pass Bracing T7 232-222 RedundDiagl L21/2x21/2x1/4 183 -0.54 10.91 4.9 Pass Bracing T8 222-210 Redund Diag 1 L2 I/2x2 1/2x1/4 227 -1.04 826 12.6 Pass Bracing T9 210-195 Redund Diag I L2 1/2x2 1/2x1/4 257 -1.01 5.81 173 Pass Bracing T10 195-183 Redund Diag 1 2L2 1/23c2x1/4x3/8 287 -139 31 77 4 4 Pass Bracing ' T11 183-171 Redund Diag 1 L2 1/2x2 1/2x1/4 321 -1 18 6.70 17 6 Pass Bracing T12 171-146 Redund Diag 1 2L2 1l2x2x1/4x3/8 358 -2.52 10.95 23.0 Pass Bracing T13 146-122 Redund Diag 1 2L2 I/2x2x1/4x3/8 402 -2.86 24.91 11.5 Pass Bracing T14 122-96 RedundDiagl 2L21/2x2x1/4x3/8 471 -3.84 20.97 18.3 Pass Bracing T15 96-72 Redund Diag 1 2L2 1/2x2x1/4ac3/8 546 -6.51 22.08 29.5 Pass Bracing T16 72-52 Redund Diag 1 2L2 1/2x2x1l4x3/8 610 -3.98 25.56 15.6 Pass Bracing T17 52-32 Redund Diag 1 2L2 1/2�c2x1/4�c3/8 691 �40 23.94 18.4 Pass Bracing T18 32-0 RedundDiagl 2L21/2x21/2x1/4x3/8 773 -741 2938 252 Pass Bracing T13 146-122 Redund Diag 2 2L2 1/232x1/4x3/8 409 -1.91 14 OS 13.6 Pass Bracing T14 122-96 Redund Diag 2 2L2 1/2x2x1/43c3/8 472 -2.58 11.62 222 Pass Bracing T15 96-72 RedundDiag2 2L21/2x21/2x1/4ac3/8 547 �.66 11.57 40.3 Pass Bracing T16 72-52 Redund Diag 2 2L2 1/2x2x1/43c3/8 611 -3.58 14.07 25 4 Pass Bracing T17 52-32 Redund Diag 2 2L2 1/2�c2x1/4x3/8 692 �.00 12.87 31 I Pass Bracing T 18 32-0 Redund Diag 2 2L3x3x3/16x3/8 775 �.59 26.23 17.5 Pass Bracing T18 32-0 Redund Diag 3 2LSx3 1/2x5/16x3/8 821 �5 49 8030 56.6 Pass Bracing T12 171-146 Redund Hip 1 2L3 1/2x3 1/2x1/4x3/8 362 -0.19 58.25 03 Pass Bracing T13 146-122 Redund Hip 1 2L2 I/2�1/2x1/4x3/8 415 -0 46 39 44 12 Pass ' Bracing T14 122-96 Redund Hip 1 2L3x2 1/2x1/4x3/8 484 -0.46 46.25 1.0 Pass Bracing T15 96-72 Redund Hip 1 2L3x2 1/2x1/4�/8 568 -0 43 4729 0.9 Pass Bracing T16 72-52 RedundHipl 2L3�c21/2x1/4x3/8 643 -030 4114 0.7 Pass I Bracing i T17 52-32 RedundHip 1 2L3x21/2x1/4ac3/8 724 -0.31 3836 0.8 Pass i Bracing II T18 32-0 RedundHipl 2L3x21/2x1/4x3/8 823 -0.89 5334 17 Pass Bracing T13 146-122 Redund Hip 2 2L2 1/2�1/2x1/4�/8 431 -022 12.03 1.8 Pass Bracing T14 122-96 RedundHip2 2L3x21/2x1/4x3/8 500 -0.23 16.29 14 Pass Bracing T15 96-72 RedundHip2 2L3x21/2x1/4x3/8 569 -022 13.28 1.6 Pass , Job Page �nxTowe� BU 816298 -ZEPHYRHILLS 67 of 68 SSOE Group Project Date 320 Seven Springs Way,STrite 350 016-00010-00 09:46:34 09/30/15 Brennvood,TN37017 Client Designed by Phone. (615)661-7585 CC� FAX. (615)661-7569 15430 Section Elevation Component Si�e Critical P pPa�ro,� % Pass No. .� Type Element K K Capacity Fail Bracing T16 72-52 Redund Hip 2 2L3x2 1/2x1/4�/8 644 -0 15 11 19 13 Pass Bracing T17 52-32 Redund Hip 2 2L3x2 1/2x1/4x3/8 725 -0 15 9.80 1.6 Pass Bracing T18 32-0 Redund Hip 2 2L2 I/2x2x1/4�/8 824 -0 41 17.56 23 Pass Bracing T18 32-0 Redund Hip 3 2L3x2 1/2x1/4�/8 851 -023 14.00 1 7 Pass Bracing T12 171-146 RedundHip Diagonal 2L3 1/2x3 1/2x1/4x3/8 372 -028 17.01 1 7 Pass Bracing T13 146-122 RedundHipDiagonal 2L31/2x31/2x1/4x3/8 432 -0.64 3418 1.9 Pass Bracing T14 122-96 Redund Hip Diagonal 2L2 1/2�x1/4x3/8 501 -0.57 9.20 6.2 Pass Bracing TIS 96-72 RedundHipDiagonal 2L21/2�x1/4�/8 570 -0.52 8.41 6.2 Pass Bracing T16 72-52 RedundHipDiagonal 2L21/2�c2x1/4x3/8 646 -0 14 3.51 41 Pass Bracing T17 52-32 RedundHipDiagonal 2L2 1/2x2x1/4x3/8 727 -0 14 3 10 4.6 Pass Bracing T 18 32-0 Redund Hip Diagonal 2L2 1/2�x1/4x3/8 825 -1 18 14 49 8.1 Pass Bracing T18 32-0 Redund Sub Horz 2LS�c5x3/8�c3/8 822 �6.28 108.54 42.6 Pass Bracing T18 32-0 Redund Sub 2LS�c3 1/2x5/16x3/8 830 -62.87 100 13 62.8 Pass Diagonal Bracing T1 288-279 Inner Bracing L3x3x1/4 13 -0.00 7.92 02 Pass T2 279-272 Inner Bracing L3x3x1/4 42 -0.00 633 0.2 Pass T3 272-259 Inner Bracing L3x3x1/4 79 -0.00 5 40 0.3 Pass T4 259-247 Inner Bracing L3x3x1/4 116 -0 00 4 14 03 Pass TS 247-237 Inner Bracing L3x3x1/4 137 -0.00 333 03 Pass T6 237-232 Inner Bracing L3x3x1/4 158 -0.00 2.83 0 4 Pass T7 232-222 Inner Bracing L4x4x1/4 195 -0 O1 636 0 4 Pass T8 222-210 Inner Bracing L4x4x1/4 232 -0.O1 5.50 0.4 Pass T9 210-195 Inner Bracing L2x3x1/4 268 -0.03 1 72 1 6 Pass T10 195-183 Inner Bracing L7x4x3/8 306 -0.O1 9 75 0.7 Pass T11 183-171 InnerBracing L3 1/2x2 1/2x1/4 340 -0.04 235 1.8 Pass T12 171-146 InnerBracing L3�x1/4 385 -0 09 2.45 3.9 Pass T13 146-122 Inner Bracing LSx3x1/4 454 -0 13 324 4 0 Pass T14 122-96 Inner Bracing L3 1/2x3 1/2x1/4 523 -0 14 2.51 5 7 Pass T15 96-72 InnerBracing 2L2�1/2x1/4x3/8 592 -O 15 1.88 8.0 Pass T16 72-52 Inner Bracing 2L2 1/2�1/2x1/4ac3/8 669 -0 13 2.98 4 4 Pass T17 52-32 Inner Bracing 2L2 1/2x3x1/4x3/8 749 -0 15 2.76 5.3 Pass T18 32-0 Inner Bracing 2L4�x5/16x3/8 866 -0.03 5.52 1 1 Pass Summary ELC. LC7 Leg(T18) 68.2 Pass Diagona] 714 Pass (T12) Horizonhl 76.9 Pass (T14) Top Girt 0.5 Pass (T1) Redund 973 Pass Horz 1 . Bracing (T14) � Redund 133 Pass Horz 2 i` . � Job Page t1��Qwe1" BU 816298 -ZEPHYRHILLS 68 of 68 SSOE Grottp Project Date 320 Seven Springs Way,s:�;re 3so 016-00010-00 09�46:34 09/30/15 Brennvood,TN37027 Client Designed by Phone: (615)661-7585 CCI 15430 FAX. (615)661-7569 I Section Elevation Component Size Critica/ P aPa�ro,� % Pass No. .� Type Elenrent K K Capacity Fail Bracing (T15) Redund 22.0 Pass Horz 3 Bracing , (T18) Redund 29.5 Pass Diag 1 Bracing (T15) Redund 403 Pass Diag 2 Bracing (T15) Redund 56.6 Pass Diag 3 Bracing (T 18) Redund Hip 1 7 Pass 1 Bracing (T18) Redund Hip 23 Pass 2 Bracing (T18) Redund Hip 1 7 Pass 3 Bracing (T18) Redund Hip 8.1 Pass Diagonal Bracing (T18) Redund Sub 42.6 Pass Horz Bracing (T18) Redund Sub 62.8 Pass Diagonal Bracing (T18) Inner 8.0 Pass Bracing (T I S) Bolt Checks 682 Pass Rating= 97.3 Pass Program Version 6 I 4.1-12/18/2013 File:C:/Users/15430/Desktop/I'owersBU 816298 SS Rerun/lUorking/troc/816298 WO1126960.eri . � September 30, 2015 285 Ft Self Support Tower Structural Analysis CCI BU No 816298 Project Number 016-00010-00, Application 313160, Revision 0 Page 13 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 6.1 4 1 1 � (PROPOSm) (1) 1-1/�'TO 177 FT LEVEL Qt1STALLED) �i (12) i-5/8'TO 177 Ff LEVEL LEG D ��N LEG A •��No •� � (IP6TALLED) •• (is� �—s/e•To�� Fr� •• ONsrauFu) �� (1) 7/8'TO 285 Ff LEVEL • (INSTALLED) (2) 3/8'TO 203 Ff LEVEL (3) 1-3/16'TO 2A3 FT LEVEL t (1) 1-3/B'TO 203 Ff LEVEL (PROPOSW) (1) E65 TO 95 FT LEVEL (1) E65 TO 275 FT LEVEL o (1) 1/2'TO 277 FI'LEVEL (2) 7/8'TO 277 FT LEVEL (1) 1-5/B'TO 277 FT LEYEL � INSTALLED—TO BE REMOVED) 1) 1/2'TO 277 Ff LtUEL 1) 7/B'TO 277 FT LEVEL 1) 1-5/B'TO 277 FT LEVEL LEC C "��• •��• �� LE6 B (INSTALIED) (ABIINDONm) (2) 1-1/4'TO 194 FT LEVEL �s� i/z•ro zis �r�vp. (�) �—a/s'TO 194 Ff LEVEL �z) �—s/a-ro z�s Fr� (io) i—s/e'TO 794 FT LEVEL a�swEss urm:eis�ue mwtx o:c_n.n, ' , September 30, 2015 285 Ft Self Support Tower Structural Analysis CC/BU No 816298 Project Number 096-00010-00,Application 313160, Revision 0 Page 14 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report-version 6.1 4 1 � , Anchor Rod Check for Self Supporting Towers TIA-222-G, Section 4 9.9 Rev. 6.1 � ��A�1' L E Site Data Reactions BU#: 816298 Eta Factor, 0.55 Detail T e Site Name: ZEPHYRHILLS U lift, Pu: 441.46 ki s A #� 313160 Rev.0 Shear,Vu: 85.29 ki s Anchor Rod Data a�• in Qty: 4 MU=0 65*lar"Vu ft-klpS Diam: 3.25 in Rod Material: A36 Stren th Fu : 58 ksi Anchor Rod Results: Yield F : 36 ksi Max Rod (Cu+Vu/rj): 149.1 Kips Design Axial, �"Fu'Anet: 277.0 Kips *Rod Circle. in Anchor Rod Stress Ratio: 53 8% 'e. in *#of Rods 1 or 2 If Applicable; Mu= Pu x e: ft-ki s Anchor Rod Results with Bendin Considered: �Only enter rod circle, offset(e) and number When the clear distance from the top of concrete to the bottom of anchor rods at the extreme fiber to of level nut excceeds 1 0 times the diameter of the anchor rod, consider if eccentric load due to leg the following interaction equation shall also be satisfied(see reinforcement exist. Figure 4-4 of Rev G) �Vu��Rnv)z i' ��P��Rnt)�'�Mu��Rnm)�2�= 1 A: Q�o p �o p 1 �Rnv=�*0.45*Fub*Ab= kips : � B .�B �Rnt=�*Fu*Anet kipS �R�m=�*Fy*Z= ft-klpS ccnqrer Cor,Cem -j�� i SECSIOh3 A-A SECTION B-3 Detail Type;.(a): Detait TYPe=�b) �=D,9A 2�0-70 0 0 c�°�` c ° . � a , :� CA 5hfll"!t, Grou[ ��U�-_� � Conaela: - . ' . , I S�CTICN GC SECTIOR D-� D'etail Type (c) Detail'Type (d) Maximum Acceptable Ratio: 105 % '��O.SS (SEs Note'I'Cala�vj �-�_sd Governing Stress Ratio: 53.8% Pass Figure 4-4 of TIA-222-G SST Anchor Rod Check For Rev G-Rev 6.1 091912 r � 00 SSO@ BU#816298-ZEPHYRHILLS Projecf#:076-00070-00 7owerReacto� O✓eroOFourltlofionCOWcity f 10.3.3R I oK I¢GI7 AdI.5lklps Corrprcsim 56lSikips Otlllod Caisson Defalls Soll Values Qamefer Sllf WaferTode�pfh � 5�% HeI9hlAboveGrade ' 1.25if1 Bevin97ype � Gms� 7 talCo¢sonlengfh 24.(f Nf'unaleEndBeaing 18�ks! Fenmefer 157/f CrosSecfionalArea 19.6��` Ulfimafe Soilloyer SalLayer UfirtqteUaR Compresion DryConuefe AdtlitionallnpuflWGra�BeomantlCol�Motlifimflon 7hlcimes SIJnFn'cfion SkhFAcHon QySodUrYtWeighf UnifWeighl f cq CollarBean 2d8J3 b Ilre9lecfed� 3 0000 0.000 O.i2d 0.150 GradeBeomBeonng 360 kipt 2 2 0.9dd 0.955 0.12d Q I50 cd�ieeam wer hf Upllf 299.62 kipt 3 1 0.9dd 0.955 0124 O.I50 Cdle/Bevn Weighf(Compresion) 2i22 klps d 0.5 0.618 0.000 0.I2d O.I50 Wei hfolSoiiRemovetl IJd.I kips 5 3 0.618 0.000 0.110 0.150 b AS 0.618 0625 O.IIO 0.150 ] 5 0.618 0.625 O.IIO 0.150 Tofa6 23 Sotl CalcuhHonf ShcLayer EHecfrve5oil ERect7ve Compettlan Flfecliveioil �� ihlcknes UnifWeighf CoricrefeUnif UpbHSkhkicfionResatance SkFFnCAon Weighf ERecfneConcreleWeighfAdded �r W i RPm v f kc cf k's Slkps�C kipSJ W I(neglecfed) 3.0 O.IPd 0.150 0 0 7.30 1252 2 20 0.12d 0.150 3V 30 4.87 S89 3 I.0 O.L�2 0.088 IS IS 121 I.M d OS O.W2 0.088 5 0 0.� 0.86 5 3.0 O.OaB 0.088 P 0 287 S 16 6 8.5 O.OIB 0.088 Hi H3 7.9d �p.62 7 SO O.OEB 0.088 d6 47 d.44 &I7 0.0 -0D64 O.ORB 0 0 0.07 O.CO 0.0 -0D62 0.088 0 0 0.0J O.CO 0.0 -006P O.OBB 0 0 O.W 0.� II 0.0 -0D62 0088 0 0 0.0] 0.00 12 0.0 -0D61 0.088 0 0 O.W 0.00 TofaS 43.0 �7.1 I75.1 291 48.9 EndBern'ngResisfonce: 7116 kips ConcrefeWelBht: 3I2.8 ki{a Compreslon5ldnFn'cfbnRevsfance: I313 I;iF6 UpfR5klnFncfianRet6lanCe: 155.3 ki� TotdCompre.tionRes6fonce: 852.9 ki(a 7ofdUpiffRes6tonce: 468.1 Itlpt bil Ca ocitlea CompesionCooaciN ! 1033R I OK UpliflCopociry i 9a,3R � OK RelNoreem¢nt ProperNea Relrforeamanl Check BvSite � 9 ie�ulon NumberofVerticd8a�s I IS ReboCageDmmefer 4.1 in Hwimnidf S¢e 3 RqldDevelopmenfLengfh 616 in BVShengfh,F� � Ep{y DevelopnenlLenglh 39.din NG.InUudeTen9leSheng�hRetlucfwn�Ltl/ReqtlLdJ McharRodCircle 17 in 7� d41S k MchaRodEmbetlmenf I CO In 7eruik5hengfh.0P. 5167 k ConcrefeCovel � 3 in TerssileCapacity 85A:B OK Corc2fe5henglh.fc 3000 pv Compreuion Asr 15.0 7n.` HighSea'MCReB�onB No Aa 2B27.d 7n.` m(c«nPR�nJ O7 �P„ d519.8 k CompE4ionCapacify 2I.8:6 OK AUNmum PaUforcemenl CortqesionA.min. �d.i�2 OK RelnbrclnBCa aclHa� RelnlorcemenfCapaciry f &S.aSb � ON A�A4nMef2 p Yes I OK 40E SS Uissan Malys6(Rev G)-V13D 1, CAISSON Version 12.10 10:10:28 AM Wednesday, September 30, 2015 SSOE Group ************************************************************************************************** * * � * CAISSON - Pier Foundations Analysis and Design - Copyright Power Line Systems, Inc. 1993-2011 * * * ************************************************************************************************** Project Title: BU 816298 - ZEPHYRHILLS Project Notes: 016-00010-00 Calculation Method: Full 8CD ******* I N P U T D A T A Pier Properties Diameter Distance Concrete Steel of Top of Pier Strength Yield above Ground Strength (ft) (ft) (ksi) (ksi) ------------------------------------------------ 5.00 1.25 3.00 60.00 Soil Properties - Layer Type Thickness Depth at Top Density CU KP PHI of Layer (ft) (ft) (lbs/ft^3) (psf) (deg) ---------------------------------------------------------------------------------------- 1 Clay 3.00 0.00 124.0 2 Sand 2.00 3.00 124.0 3.000 30.00 3 Clay 1.50 5.00 61.6 999.4 4 Clay 14.50 6.50 47.6 999.4 5 Sand 3.00 21.00 47.6 3.000 30.00 Design (Factored) Loads at Top of Pier Moment Axial Shear Additional Safety Load Load Factor Against Soil Failure I SSOE Group Page 1/4 � I (ft-k) (kips) (kips) ' ----------------------------------------------- 0.0 0.0 85.29 2.70 ******* R E S U L T S a.flopaas). v.,,;;�_:��. �iC�7 2 '��.�;__ _ ^'��.Tv 1�1" - `�4-:E.a6St4`C 35�9[Itl� �'� _""'{n��+-;�'_"'_"'_"'__"___"'_' '_" _'__'_ "'__""_"'_'_�"a6""""' 9 - . ..- e . . . .. . " . ... . . ' .i�. . . , _ ' _ �._ _ . ' '. _ _'.�, �' � � 5, � � � S. �. i � � i i � _ _ _ a _ _ _ ,i �� a ' S.?4Lk�wpps�lQ� � _. _'_ '� _'�� _ '_ _ _ _ '��..;7,kF0{,�e'F�addryd�,3:t)eisii(y�,!?d�' .^ - �i[�➢s+iL i fia' ';� ; l .. ..... . .. . ... . . . ' ssat+�ns+m " ` " �� 3: � _595eLftlP �.�.c,��m �, ��` �' tit ' ,� 9sec�aaym �� ef � ;+�_ � 7I �� _ . � . � f �. /, , -`� :�slac�f /.� � --n� ` ` ,{ ;�, f, 4 _ ` _ y j�r � � �- � � II�II �i� F •� -� + , ' � � �-rr _ 99S(ltlPy�L � � �� - 11 I �I� . � � � � � �769:�I�F _ � .� .� � � � {' -`' _ �'� �� . I 39:98[Itl ' i i� : ..:...............................:...... t ' �g� �,� '�+ 6.'.3.GOj¢}??n;itlne,'�3�:{a�,c�,iia{4^.�'47�;.: � � � 1 .. . . . . . . . . . . . ��7'�Q� ItlDSo'6.r".iAS�w S?�FEN�i�.!'.' :h1:T:ii.IF 'SQIL REALTIDAIS'C44+L3RA1�.d- .51-�4F7.CWC+R4?R-' -�?AEN�DWG3RAl.d" Calculated Pier Properties Length Weight Pressure Pressure Total Due To Due To End-Bearing Axial Load Weight Pressure (ft) (kips) (psf) (psf) (psf) --------------------------------------------------------------- 24.000 70.686 0.0 3600.0 3600.0 y SSOE Group Page 2/4 ) ! Ultimate Resisting Forces Along Pier , Type Distance of Top of Layer Thickness Density CU KP Force Arm , to Top of Pier (ft) (ft) (lbs/ft^3) (psf) (kips) (ft) Clay 1.25 3.00 124.0 0.00 2.75 Sand 4.25 2.00 124.0 3.000 44. 64 5.33 Clay 6.25 1.50 61.6 999.4 59.96 7.00 Clay 7.75 10.25 47.6 999.4 409.75 12.88 Clay 18.00 4.25 47.6 999.4 -169.90 20.13 Sand 22.25 1.75 47.6 3.000 -113.73 23.13 Shear and Moments Along Pier Distance below Shear Moment Shear Moment Top of Pier (with Safety Factor) (with Safety Factor) (without Safety Factor) (without Safety Factor) (ft) (kips) (£t-k) (kips) (ft-k) � ------------------------------------------------------------------------------------------------------------------------ 0.00 230.7 116.9 85.5 43.3 2.40 230.7 670.6 85.5 248.4 4.80 220.7 1221.7 81.7 452.5 7.20 148.1 1676.7 54.9 621.0 9.60 52.2 1917.0 19.3 710.0 12.00 -43.8 1927.1 -16.2 713.7 14.40 -139.7 1706.9 -51.7 632.2 16.80 -235.7 1256.5 -87.3 465.4 19.20 -235.7 633.3 -87.3 234.6 21.60 -139.7 182.8 -51.7 67.7 24.00 -0.0 -0.0 -0.0 -0.0 Reinforcement and Capacity Total Reinforcement Usable Usable Reinforcement Area Axial Moment Percent Capacity Capacity (in^2) (kips) (ft-k) ------------------------------------------------------ 0.30 8.48 0.0 926.0 US Standard Re-Bars (Select one of the following) Quantity Name Area Diameter Spacing SSOE Group Page 3/4 � (in^2) (in) (in) ------------------------------------------------- 43 #4 0.20 0.500 3. 65 28 #5 0.31 0.625 5. 61 20 #6 0.44 0.750 7.85 15 #7 0.60 0.875 10.47 11 #8 0.79 1.000 14.28 9 #9 1.00 1.128 17.45 7 #10 1.27 1.270 22.44 6 #11 1.56 1.410 26.18 4 #14 2.25 1.693 39.27 SSOE Group Page 4/4 . �� i '` ' � Moment Capacity of Drilled Concrete Shaft (Caisson) for TIA Rev F or G Note: Shaft assumed to have ties, not spiral,transverse reinforcing Site Data Maximum Shaft Superimposed Forces BU#: 816298 TIA Revision: G Site Name: ZEPHYRHILLS Max. Factored Shaft Mu: 722.59 ft-kips("Note) App#' 393160 Rev. 0 Max. Factored Shaft Pu: 441.46 kips Max A�dal Force Type Tension * Note: Max Shaft Superimposed Moment does not necessarily Loads Alread FaCtored equal to the shaft top reaction moment For M(WL) 1.3 <----Disregard For P(DL) 1.3 <----Disregard Load Factor Shaft Factored Loads 1.00 Mu. 722.59 ft-kips Pier Properties 1.00 Pu� 441.46 kips Concrete: Pier Diameter= 5.0 ft Material Properties Concrete Area= 2827.4 inz Concrete Comp.strength, fc= 3000 psi Reinforcement yield strength, Fy= 60 ksi Reinforcement: Reinforcing Modulus of Elasticity, E= 29000 ksi Clear Cover to Tie= 3 00 in Reinforcement yield strain= 0.00207 Horiz. Tie Bar Size= 4 Limiting compressive strain= 0.003 Vert. Cage Diameter= 4.32 ft ACI 318 Code Vert. Cage Diameter= 51.87 in Select Analysis ACI Code= 2008 Vertical Bar Size=�9 Seismic Properties Bar Diameter= 1.13 in Seismic Design Category= A Bar Area= 1 inz Seismic Risk= Low Number of Bars= 15 As Total= 15 I�Z SOIVe <—Press Upon Completing All Input A s/Aconc, Rho: 0.0053 0.53% (Run) ACI 10.5 ,ACI 21.10.4, and IBC 1810. Results: Min As for Flexural, Tension Controlled. Shafts: Governing Orientation Case. 1 (3)`(Sqrt(f'c)/Fy� 0.0027 E 200/Fy: 0.0033 Mu r Mu � r � � � � � \ i - - � � i\ -� r � � i � \� �� _ i i � \-� / i \_ _/ . Case 1 Case 2 Dist. From Edge to Neutral Axis. 5.29 in Extreme Steel Strain, Et: 0.0284 Minimum Rho Check. et> 0.0050,Tension Controlled Actual Req'd Min Rho� 0 33% Flexural Reduction Factor,cp: 0.900 Provided Rho• 0 53% OK Ref. Shaft Max Axial Capacities. �Max(Pn or Tn� Max Pu = (cp=0.65) Pn. Output Note. Negative Pu=Tension Pn er ACI 318 10-2 4197.29 kips For Axial Compression, cp Pn= Pu: -441 46 kips ' at Mu=(�=o.65)Mn= 1812.26 ft-kips Drilled Shaft Moment Capacity, cpMn: 807.35 ft-kips Drilled Shaft Superimposed Mu. 722.59 ft-kips Max Tu, (cp=0.9)Tn = 810 kips at Mu=�=(0.90)Mn= 0 00 ft-kips (Mu/cpMn,Drilled Shaft Flexure CSR: 89.5% Drilled_Shaft_Moment_Capacity, DSMC,Version 1.1 - Effective 04/01/2010 Analysis Date. 9/30/2015 > ,.. , I , Client: � � �� g�LnZq� Sheet Number � Subject: —1—of Z I OO ��Thf By: ML Nl Chk'd: Project Number Date: �-/II �Z Date: www.ssoe.com ' �� .=�_ec��@��_��:E�c.;;�� - ------ -- -- - _ - -- - —ICI��.3��'_�.lc;�:J_C��►.��u�C1Ln�ne�i-�L-- – -- - -- -- -– - - � --- - � -��t��-�-e��.�=►�,�.�1 '��=�,�_.�,_C�l��-��-c��=z3s.�:�t_r;�. - - - -- -- � - - --- z3s R.'l�-- - ------- -- ---- --- - ----- -��,-T��-��_.�.�z�_I�s�C - __ -_._ - - __ - =_ - _ --- - --- ---- `�ec._c�Q� ��, 1��"c�tn�t��iLZ.,�1E��.=-�3 l_.L�`_�S - - --- � 0 �- - -- - -- -- -- - -- - ----- � � , , - - �3,��K _ - - — - � --- -- — - �_ �, ; " �.. c�1g_l«� - -- - - �- -- - -- CS�T-�Z-�� " � , , - �� ' � -- �-�`��-�,-�,v�-: _ ___-�cn -- -- L_��s - - ;- ; _ _ - , i - - -- --.-� - � - -- -- C�,�__ C'T_-t�� . �- - _r,�� `1�`r� - c�t�-� � __ - '�r� - , cn. � ��;- - -- - -� -C i�' �_Lz''��-��_��_�-�.� ---- - - - ---- __ - �----- ' - �1�C-��7= 'z��c;;: u�,�� -.�1 _ .;� �� -- ,�- �� ,—�-- --- - - . _.— --2,�—��.G--� � f � �f� - -- � (��<<`, `��'�``� � � �J,�-r��,1_�---a-.-9-��-ks=� - ---- -- -- �:� , ----- - -- —,1r�'��!'\>_L_?1 =z�1��-= �-- -- -- -� --- v J-_- - _V - _. _ -- - � s _ � -- Zy_(,lcjL��.' I�:�.�`�_jZ_�L.�--_-- �- --- - -— � -- -- — L - � - - -- - - — I - --�--I-,1...`�2_ _ _ , _ CS'��L�` �" d�`1y�{ ---- --� -- - - - ._ _._ _--_-- . - - - , ----- - -------; - - - � - --- -- _ i _ �-- -- --� -- -- -- �--- - , �G cC �� --�� ___ - - � � � t�->`� ��'2.� r�-_ _�Crc�7`� C�l.l_�`- - --- —- --- --�--- -- - -- --�-- - - - - � � c—'\'2� � L � C 2 _ _ � I , � _ (_1z..� - (:�i—�si--.Lz�.l-�,�-.- - - - _ _ , ;_ � - -- � � ,- -- � �. i ��.ccrilF Z._��.�-�.,__t�l1:L��l��1cC.1- �-�--��-��-�} c1:2� � - -----�'-- , , - — �C�,.._— - -- -- - . _- - — - z. �3 � —(_-�_z��-��-:-.�_�?�-��t� - - - c<.. , ' _ - - ' -- , -- , , . , - - -- -- - -- - - -- - - - --- - - . � .--- --- - - ---- - -- --- ; - - _l��c`�k.��c�-�_I_-s�.r_�� ,r; ,�r1=k;_k-��:,�t��,a�r��,�r ___^;�_��_-- ._,___, �----- � �_�_�� _s'�=- �5`�Z�'�`fy C5`1__ -_c�.�_S- i , ---1�_'��'1-r1�_C_o�.�� __ 1��I.;Zz1�� ,� - --- -- - --_-, ---� _�-��-��{��—___ - - - -- __ �--�-�� ,` � l [�ri��.EG= ��ZI�`�}��_ _,1 z. -F Z I.L��?'� c�2 � ��'� vJei�i�=��_� �� , _. �-�C�- �.� .__ _ -- ----- - --- - -�-- - - - -- �---�-I. �..�-�, - - -- --- - - -- -- -� -- - - - -- - - - - - - - � - � - --- ---- -- . ; --- -- --- - - -- , , , ; � - -- , . - � � - _ _ __. ----= ,- - - - --- , j � n� � � � Client: Sheet Number � Subject: of , 00 SSoeTh' By' Chk'd: Project Number Date: Date: � www.ssoe.com ' ------- ---,--- --------- ---- --- ,---- - ._-----i-- -----i- - -�- - ---- '--- --- ' - i , � � - -•'�LC��;.k�=- � - - -- - -� -- { - ' - - -- - - , � - � , � ' ' � , , ' ; � � , "; , --_ ;---•---- -----' - ' _��C�—��r�i�iSi��_�-��2- �2,_.��C�;�2�.�!�� (Y�ZS��L-}�� ' ' ' �� V' ' i � - - - - - - -_. .- -� i �- - —` — --- - - - -- �-�-- -.- , -- , i _��'�LH`�Gi ' �z �:I_S: 9. ,_ I� � - [ 3�'--� - I � I -- - --- - - - - , � ; , , , ; . � , ----�------:--- . , , � � : , � � � - - ---- ----- � --:- - - -- .-- -- -� - --- -- - - - - - ' �r��.�'ic�� __��i��-; L�- C��;..--�"a��l_��1-,�� Q ; -- j --- _.� .- -- — ---� ---- -- �- � � - - ; - - --' � i ��C=i r�c.�e'�-2rn i.Je� �-- = 5.�1 �-i� ' ��r-�� 2k� _ _ . ! _ _ � -----�— i---�, I I �_ c'r �:-.-�_-- � --, . ' - � - - :�rn�C; - -- - — -, — ,-- ---- - - - . r ' -----' ' - ,-- a --� t_,- � � , ----- , , � , ; � j -�- ;-- _ -; • ; � ; • _ , - - • -- - - - --- - � ! � � ' ' t�I,�_ .As_ : i(,c�e/z.-- - ----;- --,- ------, � , � � S� � � - -- .-- --- - � - ------- --- -- , i I I , , , I ' I � , � .' _ _l_.______. _'�� I � I � I 1 i I 1 I i --�� - ,-- - _-- —`"�'— — � , � . , ' �s= C�>LZ>� - _iZ�n_. ; __��C�:��.� --- --- -- ! ' ! ' --� � i � i � -�fls�,i - - r-�:ii1�c��;- z=�.�� ' ----- �- � -- - !-! � . � _� . - ---- � �- • ! - - -- -- - - I � (,� - i .. -- - I , � �v? .� _'_ I q I , � . � . � --------- ,g�L3�(�t?��9� - � -- -_. _----- � , i i � � ; � —i--' ' _ - -i- -, � � �L,1 il� ' C�-'Z�:C�niJ�L� ) ��!,�_Z_-�Z_-.4-�__—_�-�-5�--�__ _L--_�� ' - , " �---- f. � � � ' i i � i ' ; � : , , , , , ; ; -- , ; , , ; , ; ------ --- � ; � � - •- -- -/} - -- --�------I'I - -- - 1 -�,..�� - �{'� [� -----L ' N�l� ' i�,,.1�L,,`�� 2i�.�1�/��Z ' 1� Li�:��.._'L��_.7_' J IC-�_}' �l� i , j j ? _. , _ i '� i __ _ ' .i • i I _ ___i_j__' .' � .�S_-ti.�_�l-�3�:� _C�._.G.•_.I- I,__—i ---,--- - - � - , � --1- ;-- - -_ '--� i : � � . � � � i , . ' , ; -��- --\,�� , i ' ( i - ; ` ; i - -,--- - � - i- - 1 ! - , V � ; � ' � ; ` ' � � ----;-------� � � i i � ' �.�- ZIY��C �- ;-Z��I` - I�Z'�C 1 "' ' . c��h��Z..��_— � , � —;—, �!/s_"=1 . � , � i i I ' I • ' � -- � : a��'�� -1-- � � -�=_ --�-c.,��;��z -��-��s�=r 9�i� � -- -; = --,--�—;--, ! - ---�-- c� '^- � --, - � � � � -�-- ' - � ! - - � -- , - --- �- ' ---- ' -! -- � , --� � � � 1 � _l__'�1i___ I � 1 I i �� ! ; � • � � � � � � . i '- � � � � i � � � �� —' , ` -��--��._�S3Z.+�I�a = ��1 �; ,- � - -�------- �� I i � i i , I_ �-- ' -� -- , ; _ __-- - - --� --t--�--!--�-- -- -:---�--- -,� --� � - � � - i - i , . � , � , , , , � , , - �—y�- - !� � O , .Vu=:- -Z-ks-F_-�: -- -- <<?-' �- =--i�-1-?-� - -- -' —--- - ��,�-S!K--' �-- ------ ---- � � � � ; � ; i i � �� i � 1 f � I ' ' C:�� i f , � - ' -' -= � ;--- ; , -�N-��-�c��a��;[,_C`��1��L��-:�-:,;� = :J o� - -- i-, , � - ' , � � � , � � � , - -�- --�--- -- - --�- -----� -- -- ----- --: - � , , { ; ; ' ,v�l2i -_-�-a�':�1�-c�r;ov�c =--�C_?�_��__ � �Q4�_�-z� -q�-�?- = c�- Z�-_IL- �-._-,_, i , , � i � ' - �__ �--- � :Ci�n 10; L-�.��z; ' � � ; - � _ ; � -- - � ; � , ; , � , - , , , , , , , � , - - -- - - �. - - -- - - --- - -- - . - --; , . , , ' -� --- ;�, � , �_- - �l`� - 2" �- `--�l``��'� ' ' � -- ��z�. � C_ '_�- -L�s �=� �, � , ; � � , i ' � � -� , �-t-.�-.-.;_��--:_..:__�-- ,-- - , � , , , ---- ------ --- ---- - ----- --- - ; � - ' ' ' � -! ' - � , i - - � - � � _ , -, � � , f � � � , t ,- ,- -; -; --�- -� � i � ------,- =---•-----� ---= -—�-- =- —�--- - ; � � 4 � i I ! �I i i — � , , � i � � , , , I , I I I i I , : _ ____ ; ; ,— � , , , . � _. , , , � ---- — ------- --- - - --- ---- --- --- - t`----- . -- . --�--�-- -•--r—�--- , , + I i I i � , ; � � � , ; ; � ' � ' � I I l�� I ' � , ' I - . --� - �- - .--�---� --------� � --- - -� -; - -� i + i - - { --- —�--- ----�-- � � _� - o� -. ��P��AIRti� . �{'�'�i.� ' - - _,A�:z ,, } w,_.._ ',S `` �` _ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: _____��(,(� �t� ' 1 ��.�� Date Received: �� Site: 3 852Z � 5� .` R��` � PermitType: 14G�� j Q.itTQrtvlGt s/ 3 �id`OG�� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment s et shall be kept with the permit and/or plans. , � �� Kalvin Switz —P s Examiner Date Contractor and/or Homeowner (Required when comments are present) . � N N N N C O O O O rt i I 1 D . � O O O C) . �o O N N N Ncu —I O1 O1 r1 1 01 .1 ■ O t�F •6 K) K) K) CD - N O1 O) O 6a C• N O W N N = (11 W v n CD O O O O -h rD rcu'r C) C) C) O L CD I r n m CD (n. v = —S o COcr Di o CO o 0. o Q • z y r'm r-F e--r 0 Q rn 3 p� 3 E 3 - a m _1 rD = . D m D D v CD TI t/1 o n o < cn o HiiU n _S (D CD O CQ N HiD n O CD N CD F HI O C CD (] C) cQ a v oo v N Di CD o• —�I H n O Q CL a o 0 O1 X CD rn TI O c w W O C C a m m o Q W O 0 cn �_ o CT'c1 0. N. Cn N '< O v v `�o CJ ( rn C Q O- O CD C �O o C G o v v m O O 0 m N N N U, • n ^N � ^^O \mil (� O O O O n n fl) v v n CD O rn n a N O o c CD o - - rD ELECTRICAL INSTALLATION NOTES: N-2 ELECTRICAL INSTALLATION NOTES (CONT.): GREENFIELD GROUNDING NOTES: GN-2 1e 23. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE m 'Mobile 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GALVANIZED OR EPDXY-COATED SHEET STEEL. SHALL MEET OR EXCEED UL 50 AND RATED 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING I.T SPECIFICATIONS, NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. NEMA 1 (OR BETTER) INDOORS OR NEMA 3R (OR BETTER) OUTDOORS. PROTECTION AND AC POWER GES'S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE, BY 2. CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR SHALL INSTALL CONDUITS SO THAT 24.METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. ACCESS TO EQUIPMENT IS NOT BLOCKED AND TRIP HAZARDS ARE ELIMINATED. NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 2. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTAL RESISTANCE TO EARTH (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. TESTING (PER IEEE 1100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE SUBCONTRACTOR 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. HILTI EPDXY ANCHORS ARE REQUIRED BY CROWN CASTLE. SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A 25.NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; TEST RESULT OF 5 OHMS OR LESS. AND RATED NEMA 1 (OR BETTER) INDOORS OR WEATHER PROTECTED (WP OR BETTER) 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS OUTDOORS. 3. THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND REQUIRED BY THE NEC. UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE T-MOBILE SITE NUMBER: 26.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 5. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. A2G0757A 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH 6. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I.E., HOTS), GROUNDING AND Ti 27.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND WIRE APP CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO ED BONDING FITTINGS BY BONDING ACROSS THE DISCONTINUITY WITH #6 AWG COPPER BU#:816298 TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE SAFEGUARD AGAINST LIFE AND PROPERTY. UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. ZEPHYRHIT•T S IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA. 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND 28. INSTALL PLASTIC LABEL ON THE METER CENTER TO SHOW "T-MOBILE". CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR ALL CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS 38522 A AVE SCHEDULE. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE INSTALLED. EQUIPMENT. CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID ZEPHYRj ILLS,FL 33542 NUMBERS (I.E. PANEL BOARD AND CIRCUIT ID'S). 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR 8. PANEL BOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) LARGER FOR INDOOR BTS; #2 AWG SOLID TINNED COPPER FOR OUTDOOR BTS. EXISTING 2$51-0"SELF SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. SUPPORT TOWER 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK! 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP CONNECTIONS ON OPPOSITE SIDE OF THE GROUND BUS ARE PERMITTED. EDGES. NEC INSULATOR COLOR CODE 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND 10.POWER, CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BERING SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. SINGLE CONDUCTOR (#14 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, DESCRIPTION PHASE/CODE LETTER WIRE COLOR CLASS B STRANDED COPPER CABLE RATED FOR 90 C (WET & DRY) OPERATION LISTED OR 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. LEG 1 BLACK GROUNDING CONNECTIONS. 11.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR 240/120 10 ALLnMTTEDFOR1IXINEDHERACT LEG 2 RED 10.USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN AxEPORb_FjFYA ALL LAN17.NDNXISTIN x (#6 AWG OR LARGER), 600V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION CLASS B 45' BENDS CAN BE ADEQUATELY SUPPORTED. SHALLVF�uF5 AL PLANSANDE EXISTING STRANDED COPPER CABLE RATED FOR 90' C (WET AND DRY) OPERATION LISTED OR LABELED AC NEUTRAL N WHITE DIMENSIONS AND CONDITIONS ON THEJOB II SITE AND SHALL IMMEDIATELY NOTIFY THE FOR THE LOCATION AND RACEWAY SYSTEM USED UNLESS OTHERWISE SPECIFIED. GROUND (EGC) G GREEN 11.EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. I ENGINEExINWRITINGOFANYDISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE J E 12.POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, VDC POS + RED POLARITY MAR RESPONSIBLE FOR SAME. AT TERMINATION 12.ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING' TYPE TC CABLE (#14 AWG OR LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B *BLACK-POLARITY HIGH PRESS CRIMPS. iv STRANDED COPPER CABLE RATED FOR 90' C (WET AND DRY) OPERATION WITH OUTER VDC NEG - MARK AT ISSUED FOR: JACKET LISTED OR LABELED FOR THE LOCATION USED UNLESS OTHERWISE SPECIFIED. TERMINATION 13.COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. iv DATE DRWN DESCRIPTION DES./QA ! m 13.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE 14.ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE A 10/5/15 J K PRELEE MINARY CR LUGS AND WIRE NUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE PHASE A BLACK BRIDGE AND THE TOWER GROUND BAR. B 10/10/15 AK PRELIMINARY c7 RATED FOR OPERATION AT NO LESS THAN 75' C (90' C IF AVAILABLE). 0 10/27/15 JRM CONSTRUCTION Al' N 240V OR 208V, 30 PHASE B RED(ORG. IF HI LEG) 15.APPROVED ANTIOXIDANT COATINGS (I.E. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL 14.RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN PHASE C BLUE COMPRESSION AND BOLTED GROUND CONNECTIONS. ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND NEC. PHASE A BROWN 16.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT 15.ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E. RIGID PVC 480V, 30 PHASE B ORANGE MATERIAL.SCHEDULE 40 OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) PHASE C YELLOW 17.MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS C ROW " SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. CAST L * SEE NEC 210.5(C)(1) AND (2) SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 16.ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT) OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR 18.BOND ALL METALLIC OBJECTS WITHIN 6 FT. OF MAIN GROUND WIRES WITH 1- 2 AWG TIN-PLATED COPPER GROUND CONDUCTOR. LOCATIONS. # 17,SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL 19.GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS ELBOWS/90s AND ALL APPROVED ABOVE GRADE PVC CONDUIT. SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE <� ..••"••• �� CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH �< '•\G N�' �j WALLS OR FLOORS, WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE 18.LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND ♦�Q�:•L :��j OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC `�• : . ' ' CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE �." ' • 72132 ° 19.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED (E.G., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL * * o FOR THE LOCATION USED. SET SCREW FITTINGS ARE NOT ACCEPTABLE. BE BONDED TO EACH END OF THE METAL CONDUIT. •_ :ate 43 20.CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE 20.ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 TINNED i STATE ' �Ll.`• o WITH NEMA, UL, ANSI/IEEE AND NEC. SOLID IN 3/4" LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE TO WITHIN 3" TO 6" OF Q S �. CAD-WELD TERMINATION POINT. THE EXPOSED END OF THE LIQUID TIGHT CONDUIT MUST BE r+ �(l • •* �S�t�` 21.WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL) jf ••• O R,�.•'• �� !J s •...•• �`� SWING OPEN DOWNWARDS; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR s 0 BETTER). 22.CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED 10/27/15 STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL ff j NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE Andrew Joseph III, P.E. Professional Engineer License: #72132 PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN Crown Castle USA Inc. DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. PARALLEL AND Certification of Authorization #28970 IS PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED LESS THEYAIT ACEINGAWDERTHEP7LSON, UNLESS THEY ARE ACEING LNDERTHE DIELTION TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO OFALICENSEDPROFESSIONALENGINEER, FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL \\ OF roALTERTHIsnocuMENr. ° BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. SHEET NUMBER: REVISIO no It N E -II 1I I , : I . ., , ? . l SITE WORK GENERAL NOTES: N-1 STRUCTURAL STEEL NOTES: GN GENERAL NOTES: rbl, 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS • • CONSTRUCTION. AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR- SUBCONTRACTOR-2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE GENERAL CONTRACTOR (CONSTRUCTION) 2. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4'0) CONNECTIONS AND ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. CARRIER- T-MOBILE FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY TOWER OWNER- CROWN CASTLE I CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN 3. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A307 BOLTS OEM- ORIGINAL EQUIPMENT MANUFACTURER EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR SHALL UNLESS NOTED OTHERWISE. 2. SUBCONTRACTOR PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SHALL VISIT THE-CELL SITE LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE 4. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL AND EXCAVATION. RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO BE BROUGHT TO THE ATTENTION OF CONTRACTOR AND CROWN CASTLE. MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE T-MOBILE SITE NUMBER: 3. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL A2G0757A CONSTRUCTION ACTIVITIES ON CROWN CASTLE TOWER SITE" AND LATEST VERSION OF TIA DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, APPLICABLE CODES, REGULATIONS AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL 1019 "STANDARD FOR INSTALLATION, ALTERATION AND MAINTENANCE OF ANTENNA SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND SUPPORTING STRUCTURES AND ANTENNAS LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL I BU#:816298 WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 4. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. I ZEPHYRHILLS PROJECT SPECIFICATIONS. 5. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. 38522 A AVE • REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, ZEPHYRHILLS,FL 33542 ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, THE DRAWINGS. 1 11 PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXISTING 285-0 SELF 6. EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR CONCRETE AND REINFORCING STEEL NOTES: 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY SUPPORT TOWER LOCAL UTILITIES. GN-1 CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE - SUPPLIED BY THE SUBCONTRACTOR. 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, SPECIFICATION FOR SITE SIGNAGE. ASTM 4184, ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATION FOR 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH CAST-IN-PLACE CONCRETE. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE UNLESS NOTED OTHERWISE. SLAB FOUNDATION DESIGN ASSUMING ALLOWABLE SOIL BEARING SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN PRESSURE OF 2000 PSF. CONTRACTOR AND CROWN CASTLE PRIOR TO PROCEEDING WITH ANY SUCH CHANGE OF ALL DRAWINGS CONTAINED HEREIN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. ARE FORMATTED OR1 IX17.CONTRACTOR INSTALLATION. SHAI:L VERIFY ALL PLANS AND EXISTING 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED IF DIMENSIONS AND CONDITIONS ONTHEJOB IF 10.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND Ti CABLES, I SITS AND SHALLINMEDIATELYNOTIFYTHE TO FINISHED SURFACE APPLICATION. I ENGINEER IN WRITING OF ANY DISCREPANCIES FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWINGS. BEFORE PROCEEDING WITH THE WORK OR BE BE STANDARD, UNO. RESPONSIBLE FOR SAME E 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY 10.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE PROJECT SPECIFICATIONS. UNLESS SHOWN OTHERWISE ON DRAWINGS: SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. ISSUED FOR: REV I DATE 1 DRWN I DESCRIPTION DES./QA SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. CONCRETE CAST AGAINST EARTH..................3 IN. 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS A 10/5/15 JRbf PRELIMINARY I CR 12.EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONCRETE EXPOSED TO EARTH OR WEATHER: COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS j - B 10/10/ls I AK PRELIMINARY C] CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. #6 AND LARGER..................................2 IN. REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 0 10/27/15 JRM CONSTRUCTION AF #5 AND SMALLER & WWF...................1 1/2 IN. JI 13.NOTICE TO PROCEED- NO WORK TO COMMENCE PRIOR TO COMPANIES WRITTEN NOTICE TO CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE 12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE PROCEED AND THE ISSUANCE OF A PURCHASE ORDER. GROUND: REMOVED FROM SITE ON A DAILY BASIS. 14.ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION SLAB AND WALLS................................3/4 IN. PLANS, RIGGING PLANS, CLIMBING PLANS, AND RESCUE PLANS SHALL BE THE BEAMS AND COLUMNS........................1 1/2 IN. CROW �RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO. IN ABBREVIATIONS AND SYMBOLS: THE WORK CONTAINED HEREIN AND SHALL MEET ANSI/TIA 1019 (LATEST EDITION), ACCORDANCE WITH ACI 301 SECTION 4.2.4. GN-1 OSHA, AND GENERAL INDUSTRY STANDARDS. ALL RIGGING PLANS SHALL ADHERE TO CASTLE ANSI/TIA-1019 (LATEST EDITION) INCLUDING THE REQUIRED INVOLVEMENT OF A ABBREVIATIONS: SYMBOLS: QUALIFIED ENGINEER FOR CLASS IV CONSTRUCTION. AGL ABOVE GRADE LEVEL SOLID GROUND BUS BAR ��1� II,, 3A BTS BASE TRANSCEIVER STATION ♦� p$EPH F �i (E) EXISTING �� , •+•� �� GN S ,.•••• Q MIN. MINIMUM MASONRY NOTES: - SOLID NEUTRAL BUS BAR N.T.S. NOT TO SCALE ge_ SUPPLEMENTAL GROUND CONDUCTOR �� •y F Q`,' .•`C 1. HOLLOW CONCRETE MASONRY UNITS SHALL MEET A.S.T.M. SPECIFICATION C90, GRADE N. REF REFERENCE 72132 �•G RF RADIO FREQUENCY ° ° + TYPE 1. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (F'm) 2-POLE THERMAL-MAGNETIC CIRCUIT Q •, SHALL BE 1500 PSI. T.B.D. TO BE DETERMINED ° ° BREAKER .`. T.B.R. TO BE RESOLVED O TYP TYPICAL ° 2. MORTAR SHALL MEET THE PROPERTY SPECIFICATION OF A.S.T.M. C270 TYP. "S" MORTAR AND ° SINGLE-POLE THERMAL-MAGNETIC REQ REQUIRED CIRCUIT BREAKER SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. EGR EQUIPMENT GROUND RING r STATE �� j o 3. GROUT SHALL MEET A.S.T.M. SPECIFICATION C475 AND HAVE A MINIMUM 28 DAY AWG AMERICAN WIRE GAUGE. 9 CHEMICAL GROUND ROD 1f •• •• ��. .• MGB MASTER GROUND BAR I`� BCW BARE COPPER WIRE COMPRESSIVE STRENGTH OF 2000 PSI. TEST WELL EG EQUIPMENT GROUND ® t R 4 J i ♦ .,,.. 4. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. S� '►-�C�``�� SD SMART GENERATORTEGRATED ACCESS DEVICE p� +s DISCONNECT SWITCH ,//�ONA 1I11Itltt�0 5. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED IGR INTERIOR GROUND RING (HALO) METER 1 O/27/1 5 UNTIL GROUT IS FULLY CURED. RBS RADIO BASE STATION I Andrew Joseph Fandozzi Ill, P.E. CC EXOTHERMIC WELD (CADWELD) Professional Engineer License: #72132 w (UNLESS OTHERWISE NOTED) Crown Castle USA, Inc. NI I ) Certification 28970 I MECHANICAL WELD ITA OLATIONOF Authorization LLAAWFORAANYP SON, 0) UNLESS THEY ARE ACTING UNDER THE DIRECTION N GROUNDING WIRE of A LICENSED PROFESSIONAL TO ALTER THIS DOCUMENT. SHEET NUMBER: /REVISION / 4 ' f GN- 1t WIRE SIZE BURNDY LUG BOLT SIZE BURNDY GROUND LUG ! NOTE: EE TABLE FOR SIZE HEAT SHRI\ ;(CLEAR) • _ #6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 NC S 2 BOLT AND MODEL) ■ , • ® NOT PERMITTED ON CROWN TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT NUT (TYP.) GROUNDING b1 .e HOME RUN GROUND LEADS ARE CASTLE SITES. ALL TOWER CONDUCTOR GROUNDS ARE TO BE #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT LOCK WASHER (TYP.) MECHANICAL IN NATURE. NO #2/0 AWG S D TRANDE YA26-2TC38 3/8" - 16 NC S 2 BOLT MODIFICATION OR DRILLING TO TOWER STEEL IS ALLOWED IN #4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT ANY FORM OR FASHION CAD-WELDING ON THE TOWER TYPE W TYPE VN TYPE NC TYPE SS TYPE GR GROUND BAR BOLT (TYP.) ARD/OR IN THE AIR ARE NOT NOTES: -BURNDY TWO HOLE LUG WITH PERMITTED. fl 1. ALL HARDWARE BOLTS, NUTS, LOCK WASHERS T-MOBILE SITE NUMBER: SHALL BE STAINLESS STEEL. ALL HARDWARE LONG BARREL FOR #6 AWG 1..IJ ARE TO BE AS FOLLOWS: BOLT, FLAT WASHER, N STRANDED OR EQUIVALENT A2G0757A TYPE VS TYPE VB TYPE PT GROUND BAR, GROUND LUG, FLAT WASHER AND NUT. BARE WIRE TO BE 2. COPPER SHIELD, ANTIOX, CR NO-OX OR EQUIVALENT NO-OX AT BOTH ENDS BU#:816298 NOTE: SHALL BE PLACE WHERE ALL DISSIMILAR METALS CONNECT. ZEPHYRHILLS #6 AWG STRANDED ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES. CONSULT WITH PROJECT 3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S GREEN INSULATED MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. SPECIFICATIONS. 38522 A AVE ZEPHYRHILLS,FL 33542 CADWELD GROUNDING CONNECTIONS �,��MECHANICAL LUG CONNECTION SCALE: N.T.S. L SCALE: N.T.S. EXISTING 285'-0"SELF SUPPORT TOWER NOTES: TO ANTENNAS #6 AWG FROM 1. ANTENNA GROUNDING BARS NOT TO USE INSULATORS. ANTENNA CABLE a (TYPICALLY) GROUND KIT 2. GROUND BARS AT BOTTOM OF TOWERS SHALL ONLY ANTENNA CABLE a o 12 TO 24" RX2 TX1/RX1 120• MAX WEATHERPROOFING USE EXOTHERMIC WELDS. GENERAL CONTRACTOR IS TO FURNISH AND INSTALL A ALL DRAWINGS CONTAINED HEREIN O JUMPER GROUND KIT(TIP.) 2x6-HOLE GROUND BAR IN THE GBF OF THE RBS ( ARE FORMATTED FOR 11X17.CONTRACTOR WEATHERPROOFING KIT AND TIE—IN TO EXISTING GROUND RING. sHAIa,�'ERIFrALCONDI IONS ONTHEJ I (SEE NOTE 3) CONNECTOR COPPER GROUND BAR SITE N DSHALNDCONDITIONS O THEJHE �6 AWG ! i STIE AND SHALL IMMEDIATELY NOTIFS'THE ' WEATHERPROOFING ON WALL. ICE BRIDGE, ENGINEER IN WRITING OF ANY DISCREPANCIES CABLE GROUND KIT KR (TYP.) SEE NOTE 2 BEFORE PROCEEDING WITH THE WORK OR BE FLOOR OR ON COPPER ANTENNA GROUND RESPONSIBLE FOR SAbIE. #6 AWG STRANDED COPPER BAR,WITH TENNATGRO. ANTENNA TOWER O O O O O O O O O - _ n GROUND WIRE (GROUNDED TO BONDED DIRECTLY TO TOP O O O O O O O O O O QO N GROUND BAR). SEE NOTE 1 & 2 OF LIGHT POLE OR UTILITY O O ISSUED FOR: - ANTENNA CABLE POLE - CABLE CONNECTOR TO BTS.EQUIPMENT (TYP.) REV DATE DRWN DESCRIPTION DES./QA - - i A 10/5/15 JRNI PRELiDIINARY C7i .. - - 1. DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT *TWO HOLE LUG, OR GROUNDING SHALL BE B 10/10/t5 AK PRELIMINARY CJ GROUND WIRE DOWN TO GROUND BAR. TO GROUND RING EXOTHERMIC WELD TO ELIMINATED WHEN 2. GROUNDING K 0 10/27/15 JRM CONSTRUCTION AT E a 1�O N USED WITH if X�1 I GROUND BAY IS KR SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR A RCOMMENDED BY CABLE MANUFACTURER. DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE AWG BCW TO BUILDING ELECTRICALLY BONDED DOWN TO ANTENNA GROUND BAR. SERVICE GROUND OR TO METAL TOWER 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KR, COLD SHRINK SHALL WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK SHALL NOT BE GROUND RING NOT BE USED. USED. y j CROWN Y CABLE GROUND KIT CONNECTION GROUND CABLE CONNECTION EGROUNDWIRE INSTALLATION CASTLE ®CABLE N.T.S. 4- SCALE: N.T.S. J SCALE: N.T.S. EPNtF'��j I I NOTE: MINIMUM OF S/S NUT (TYP) li ! RS 11x1" TAMPER 3 THREADS BE S/S SPLIT +¢�••',* S�C'ENS••'•�C} I y i RESISTANT BOLT VISIBLE (TYP.) P.).) 0 N INSULATORS WASHER TYP PIPE 4; �' 2 HOLE LONG ( ) INSTALL PROPOSED GROUND BAR TO PIPE. 72132 WALL BRACKETS BARREL TINNED ti 4 • 3 SOLID COPPER S/S FLAT a LUG (TYP.) WASHER (TYP) #2 TINNED SOLID IN 3/4" LIQUID TIGHT CONDUIT FROM 24" BELOW GRADE TO WITHIN ! TIN COATED SOLID STATE :�� 3" TO 6" OF CAD-WELD ao 2 0 0 COPPER BUS BAR S/S FLAT TERMINATION POINT. EXPOSED f �••.< P+"�= o ° ° o WASHER TYP �i j ® ( ) END OF THE LIQUID TIGHT �.`\ �� o 0 0 ° 0 0-0 ° o ° CHERRY INSULATOR CONDUIT MUST BE SEALED ' 1 '�Io SS •O R••• \ �, m o 0 o INSTALLED IF REQUIRED S S BOLT o ! o o / WITH SILICONE CAULK. CADWELD ) �/� �ONAL� �� I LOCK WASHER ° / P/N M10 "1 TIE INTO EXISTING GROUND RING NOTES: Andrew Joseph Fandozzi III, P.E. 1. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING SPLIT Professional Engineer License• #72132 WASHERSCrown Castle USA, Inc UNIVERSAL COPPER 2. COAT W RE END WITH ANTI-OXIDATION COMPOUND PRIOR GROUND BAR (4"x20") TO INSERTION INTO LUG BARREL AND CRIMPING. ( Certification of OF LAW FOation #28970 PROVIDED BY ERICSSON TT LSA VIOLATION OP LAW FOR THEDIESON. 3. APPLY ANTI-OXIDATION COMPOUND BETWEEN ALL LUGS UNLESS THEY ARE ACTING UNDERTHEDIREcnoN AND BUS BARS PRIOR TO MATING AND BOLTING. OFAucENSEDPROFISSIONALENGINEER, � TO ALTER THIS DOCUb�NT. QI GROUND BAR DETAIL LUG DETAIL TRANSITIONING GROUND DETAIL SHEETNUMBER: REVTSTON: ®SCALE: N.T.S. ®SCALE: N.T.S. ®SCALE: N.T.S. O IG-2 v i , .. , � ., ,...,..�., .. ,..� . . r. TO ANTENNA COAX TO ANTENNA COAX I \ TERRABAR GROUND BAR TERRABAR GROUND BAR ■ .Mobile• O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 ©OOO OOOOOOOOOOOOOOO© - OOOOOOOOOOOOOOOOO 00 _ #2 SOLID TINNED COPPER CONDUCTOR TO TOWER TWO HOLE LONG BARREL TWO HOLE LONG BARREL GROUND RING (2 TYP. FOR COMPRESSION LUG (TYP) COMPRESSION LUG (TYP) BOTTOM GROUND BAR ONLY) NOTES: NOTES: T-MOBILE SITE NUMBER 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. A2G0757A 2. EXTERIOR ANTIOXDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. EXTERIOR ANTIOXDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. BU#:816298 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL I. 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL. ( ZEPHYRIiILLS 4. INSTALL GROUND BARS AT 75 FT. INTERVAL MAXIMUM. ANTENNA GROUND BAR DETAIL 2 TOWER GROUND BAR DETAIL 38522AAVE ZEPHYRHILLS,FL 33542 SCALE: N.T.S. SCALE: N.T.S. EXISTING 285'-0"SELF SUPPORT TOWER STAINLESS STEEL BOLT STAINLESS STEEL FLAT WASHER 2-HOLE CRIMP/ COMPRESSION CONNECTOR GROUND BAR ALL DRAWINGS CONTAINED HEREIN ARE FORM.9TTED FOR IIXI7.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING STAINLESS STEEL DIMENSIONS AND CONDITIONS ONTHEJOB SITE AND SHALL IMMEDIATELY NOTIFY THE FLAT WASHER ENGINEER IN WRITING OF ANY DISCREPANCIES STAINLESS STEEL BEFORE PROCEEDING WITH THE WORK OR BE ANTENNA GROUND BAR BELLVILLE WASHER STAINLESS STEEL NUT RESPONSIBLE FORSAN11 a W/0 INSULATORS BONDED \\ DIRECTLY TO THE TOP OF TO ANTENNA SINGLE CONNECTOR AT GROUND BARS ISSUEDFOR TOWER WITH STAINLESS I REV DATE DEEM DESCRIPTION DES./QA STEEL SHARDWARE. ANDREW SUREGROUND I0 GROUNDING KIT (TYP) A __ PRELIMINARY JRM MIR at ! B 10/70/IS AK PRELIDIINL9AY CJ STAINLESS STEEL BOLT 6 AWG STRANDED Cu WITH GREEN, 0 10/27/IS JRM CONSTRUCTION AF 2 AWG BCW 600V THWN INSULATION (OR AS STAINLESS STEEL SOLID TINNED PROVIDED WITH GROUNDING KIT (TYP) GRADE 6" WIDE METALLIC HTEL FLAT WASHER WARNING/LOCATOR TAPE ANTENNA GROUND BAR NOTE 2 AT 12" DEPTH W/O INSULATORS, BONDED w STEEL ' CROWN OFTOWER WITHDIRECTLY TO HE STBO FOSS COAX CABLE (TYP FOR ALL) z DRAGON TOOTH WASHER f x j STEEL HARDWARE. Z, 2—HOLE CRIMP/ CASTLE SEE NOTE 1 c? Io EXOTHERMIC COMPRESSION cn M STAINLESS STEEL o WELD CONNECTOR FLAT WASHER MECHANICAL 6 AWG 2 HOLE LUG (TYP) w /� STAINLESS STEEL STAINLESS STEEL NUT ♦♦• SEPN F ��/ CONNECTION I ♦w d / BELLVILLE WASHER ♦� ` �NQ �� 2 AWG BCW TO BTS EQUIPMENT VIA �♦ �V,•';r✓�E N S'• O '. SOLID TINNED GRADE TRAY OR ICE BRIDGE GROUND RING #2 AWG SINGLE CONNECTOR AT STEEL OBJECTS `cue;•.' F�••��-y COPPER WIRE SOLID, TINNED Q 727 32 STAINLESS STEEL • GROUND RING GROUND WIRE C (NOTE 3) SELF-DRILLING STAINLESS STEEL METAL SCREW FLAT WASHER .. • EXOTHERMIC WELD (TYP) %O' STATE •:�= 0 2-HOLE COMPRESSION I ~ • D NOTES: GROUND ROD CONNECTOR 'r �•�� O R t • •�`'`�' COPPER CLAD C? O 11. NUMBER OF LOCATIONS ANDOUNDING BARS MAY VARY CONN CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDING 200G ON THE TYPE OF EFFEETNTENNA STEEL ON THE W/MIN.R9/8 METALLIC OBJECT '�'�,�;oeONA(� 1♦`� TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. jl x 10'-0" LONG DRAGON TOOTH 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE TOWERS. 0 WASHER 10/27/15 ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI—OXIDANT COATING. Andrew Joseph Fandozzi III, P.E. SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS Professional Engineer License: #72132 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. Crown Castle USA, Inc. Certification of Authorization X28970 FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL rr ISA VIOLATION OFG UNDERANY PERECTI DEGREES FROM THE VERTICAL UNLESS THEY ARE ACTING UNDER THE DIIiF.CTTON BE 2/0 AWG. STRANDED IN ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE OFAISCENSEDPROFESSIONALENGINEER, INCREASED FROM 8 FEET TO 10 FEET. j TO ALTER THIS DOCUMENT. TYPICAL ANTENNA CABLE GROUNDING GROUND ROD DETAIL HARDWARE DETAIL FOR EXTERIOR CONNECTIONS SHEET NUMBER: REV1 ors v:� jlN 0i 3 SCALE: N.T.S. 4 SCALE: N.T.S. 5 SCALE: N.T.S. G- 1 0 Page is too large to OCR. (? Mobile• Site: A2G0757A -Configuration Drawing I Drawing 1 C ono ,. NSN Configuration 702A_GDSq U2100 on Ground j ege T-MOBILE SITE NUMBER: L70° A2G0757A 2100 BU#:816298 ZEPHYRHILLS F6G5'i _corms SVIS 38522 A AVE LTE Quad 7 0/AWS GS -UMTS "MTS Lws PCs ZEPHYRHILLS,FL 33542 (Alpha) AWS ;Atpna) — ITE 700 UMTS —°r EXISTING 285-0"SELF (Alpha) — (Alpha) SUPPORT TOWER 10 -9 8 7 12 11 6 5 4 32 , 1 900 PoSG___ ! ?AIEG Mew E uip ement 9 e �, - ALL DRAWINGS CONTAINED HEAF_IN Upgraded ARE FORMATTED POR vxn:coNTRACTOR e e SHALL.VERIFY ALL PLANS AND EXISTING j o equipment DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL RIMEDIATELY NOTIFY THE - ENGINEER IN WRITING OP ANY DISCREPANCIES EuYureFRICS '' ,:� � f�aF RQconfigured BEFORE PROCEEDING WITH THE WORK OR BE z.,O° 6 °L++�I: RESPONSIBLE FOR SAME. E equipment FXFB N RF dumper GSM B C.IMT ISSUED FOR: acs REV DATE. DRWN DESCRIPTION DES/QA A 10/5/15 JRM PRELIMINARY CR B 10/10/15: AK PRELIMINARY CJ ra.__ 0 10/27/15 JRM CONSTRUCTION AF AlpIlIl for >: �. 3 ..� Bab Soclor Garnraa v.. r Befa jj Gxrmsa _ O COVP i ■tea Sect :� � � - Seel COMP _ rv= CROWN 5�. ��aed G CASTLE i rt y Rr Jumper Lcr v, m 0°connec[or) ci � S170U. AWS1700I ` p' I P' DUv ••••• �YQ AWD •CENS • I 72132 • %� o wm sire Su PPKK Cats j ref 11111��` FEES •-• . Jj 1 Andrew Joseph Fandozzi III, P.E. K IJU7S Professional Engineer License: #72132 Crown Castle USA, Inc. NII Certification of Authorization #28970 IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CONFIGURATION DIAGRAM sxEETJ.ruMSEx: xEvrsroN C_7 0 rt SCALE: N.T.S. i I>' eMobi1ea1 D"rrdexer/Co rbirer Ccr5guratien A .. B ... C D E - F AndrewTvdn700,?4D j AndrewTw n 700MID AndrewTvan 700M1D ��lEI ICE• Diplexer Model(1): DipioxervtIDCSense fDiplexerne)CSense- D[plexervwDCSense BacktDRFDSSearCh Modernization RFDS Data Configuration Sheet Date:9/22J2015 -- -CDH723AT-0S CDH723AT-0S CDH723AT-0S I \ DiplexerQty(1): =1 1 1 f 1 PrintRFDS DiplexerModel(2): Diplexer Qty(2): ... .�..,� � � .� � -.L ..._.... ... Site Information: CombinerNtrpiexer Model _ Markat: TP 'RadivVendor. NON ) PlanYar: 2013 RFD$QnAir? CombinerNL�lexerQty- _ � I—__ _-_-_— -- ---- _ _ _____ T-MOBILE SITE NUMBER: Site Id: A2G0757A Site Name: Crovnf816298 [ Structural Owner: Crew,Castle Antenna Fiber/Coax Solution(Site Level) A2G0757A Type/Clase S1ru1ure Non Building l Self Support Touter Use HCS(YesHo)? °Yes Address 38522 A Avenue City Zephyrhilis [ State: FL Zip: 33540 Use HSH Fiber&OVPfor Rooftop Yes Latitude: 2822775188 Longitude: -82.1789678 L CreatedUate Ju1292014 (Vesio)? BU#:816298 RF Manager: Kurt Hahne[ RF Engineer. Byron Elkins Last Save Date: Sep 22 2015 2:59PM Last Modified By: EBERMEJi Use CoaxCable(YesMo)? Yes -• -= .- - - - _ = —-ms s= :=._:tea- �:,a.. �..� ,,,. :s ZE''PHYRHILLS ProJectType: L7001L1900 RFDS Upgraded? Upgraded Template? Standard Hybrid Cable Configuration(Site Level) hybrid CableLeng: ZEPHYRHILLS,FL 33542 Cell Site Configuration ConfigurationHybrid cableLength: _.^. Type: Configuration 702A_GDSq U2100 on ground L700 Antenna Worlc Hybrid CableQtym__ Hy;id Cade Carfig(Sector Level) A B C D E - F Final Cortflguratlon(AntannalLlneuTMAlRRU): 9l9+3+1f3lti Solution Type: Tower Top �_. RFOS S�tus Final �,. ` HCS run betweenSectors(ag LowCapedtyHCS- High CapacityHCS- jLowCspadtyHCS- EXISTING 285'-O"SELF Final Sector Count: 3 Design Typo: Final Drawing Type: Default Rooftop/Watertank etc.) 1.24 1.584 124 1 �_ Sector Information Hybrid Cable Length(ft): w(275 250 250 SUPPORT TOWER PCS GSM Design A B C 0 E F COVP Configuration(Site Leveli Antenna RAU Center. 190 190 1190 S l]OVP Type(1): I Lerge.COVP COtFPQty(1k;4 Antenna Azimuth: ...- ----- .. x ..._ _._._.120 240 . — -' COMP Type(2): i - _ L_ C°vP tit SL ______ _ MechaniC81 Tilt D 10 0 Coax CoMlguration A B C a E F Electrical Tilt: ( FsdstingCoaxQty 3 3 Existing Coax PCs UMTS 8edgn A B C D E F Size: — 15i8 — 15/8—` ft L_. _ _,� ._ ..��— _.�_.— ALLDxAWTNGs coNTAINED HEitEIN Antenna RAD Center i so '190 190 --- Re-use existing coax for TDOA N0I Needed I Not Needed t Not Needed _-.�.---.— I (YeslNo)? SHALL�'F1tIFY ALL PLANS AND EX7 NOR Antenna Azirtxllh 0 120 240 .__-_ - _- .- i _- ___ - t _- II i -'-""`"-"`- DIMENSIONS AND CONDITIONS ON THE JOB Mechanical Tilt _ _ (0 V. 0 0 Qty..ofexcess coax I Ines to 1 0 0 0 SITE AND SHALL AIMEDIATELY NOTIFY THE remora? i ENGINEER IN WRITING OF ANY DISCREPANCIES I2ct ITiiH: a i -- ---------... -_-__ _,_. ._ ,..,.__.W.._.. _- _,.._--.--�L_____..�.. BEFORE PROCEEDING WITH THE WORK OR BE ---- - � Commscope C4006L- RESPONSIBLE FOR SAME. NFNF(CNTDO `s AWS UMfS Design A B C D E F Bundle for TDOA I NewCoaxlype: _a I AMtxrnaRAUCenter 190 1190 190 � — �-- 13" )- _ Antenna AzirrYdh: to 1 VVL0 V -- 1240 — _.____L------------ ISSUED FOR: �-��- �9�6_. (_,,, � m REV DATE DRWN DESCRIPTION DES./QA € m. New ome-R Cable:NewCoaxLengthlLlne: 250 I 4 — I B io/lo/Is JRM PRELIMINARY c7 I' MechamcalTilt 0 0 �0 - 1 RET NBW Caax Qty 3 0 - r 9 - A 10/5/15 PRELIMINARY CR Elector at lift z _ L 12100 Design A B C D E F S RETHome Run Cable Length(ft): � - 1 i B io/zUls JRM CONSTRUCTION AF Antenna RAU Carrier 190 190 190 i d _ L — L _. - _ r' Antenna AzirrxAh: ._»._. _...10 120 m, � 240cN Ys -mot • m I P _;st-.m.luae.c.,, t. c ul i System Module Qt 1) System Module T et2) System Module Qt(2) L t s# I e �.. ESMB Module Ty — — Y( y System Sub Module SystSub o Mechanical Tilt .. 0 `-- _ _ ^-_._ y 0 0 l t11 T e Module Or Electrical Tilt: I PCS GSM I L700 Design A B C U E F PCS UMTS I FSME 1 I $ Antenna RAO Center. 190 190 190 i q N i L_ _ �. AWS umTs FSIAE i — II RO�ArRenna Azimtrih: 120 240 LTE FSMF I. L Mechanical Tilt 0 0 = 0 _ c pp 1 -_----__ _ _ — _—� - RF&tad:#_s :_Level 'RFModuleT .�". r..�._ CASTLE' (. ) ype(1) RF Module Qty(1) RF ModuleType(2) RF Module Qty(2) Electrical Tilt " 3 i ... ..�,`.,` PCS GSM I FXFB 3 --_- 1 Rrtwrsr Co,r59r tion(Site Level) Anders Reuse Atema Model Antenna City Antenna and(or)Pods Snared 0(RF Shared with ,`7t r` /I \ Exis5ng?Wty PCS UMTS .FXFB (( ( ♦♦� �S�P� /// PCS GSM) �.. _ _,.....L.�..._-.,..._...__.._�.__...._<. '`i q� Antenna&Port Shared€Aith PCS .•..,._.- ---- ♦ *` •y PCS GSM Re-Jse Epsting 13 Andrew-TMBHH-65'7 42M 3 UMTS AWS UMTS FRIA 3 `♦ V �E N PCS UMTS Re-JseExisting10 Andrew-TMBXX-65.7-A2M 0 Antenna 9Port Shored with PCS GSM L2100 FRIG 3 72132 ,•��AWS UMTS New/3 Andrew-SBNH-1D66C.SR3 Antenna3haedvuN L700 L700 ___._______._J FRLB 3 isioo =Re-Joe Ebsting 13 Andrew-TMBHH65'7-A2M 3 No artd1OT0'h1 t1-8(RileLevel) Sector Court; BTSNodo-B Count• L700 New/0 Andrew-SBNH-1D6SC.SR 0 AntennaSharedwithAWSUAITS PCSGSM 3. _____4i___.______, T 1711 Con$Iguratlon(Site Level)1,,%WeUse elusting TMR Mode 7IifR Qly TMR Location PCS UMTS 3 1 - �' 1 yr TtYWMewMotYeerk� AWS UMTS 13. 1 1 • •',� 1l�. 1 PCSGSM I - - - I I _ STATE F ••� PCs UMTS -- i L700 � 1 �,`�S C O R`0,,,\r\♦♦t AWSLIMTS New AndeWTwnStyde3CTMAT1921B78-21A 3 Top _ ///S/ONA��`�,VV�♦♦ L2100 L____________ m �L_V-V-V_V_ Commonts . ///1ltllilf7T7� L700 i New I AndrewTwin St}ie 3C TMAT1921 B78-21A 0 Top <O9/2?/2015uc Re44 IraOal L700 Design added,F_xi hg Comscope Bundled Coax Feeder. I10/27/15 _ Andrew Joseph Fandozzi III, P.E. I Professional Engineer License: #72132 • Crown Castle USA, Inc. j vII Certification of Authorization #28970 o� I Ii ITISAVIOLATIONOF LAWFORANYPERSON• rn 1 r UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. RFDS SHEET NUMBER: REVISION\ ii SCALE: N.T.S.E C-6 1 Mob He GAMMA BETA ALPHA (E) LTE AWS ANTENNA & PROPOSED LTE 700/AWS UMTS (E) GSM-UMTS/PCS SUPPORT PIPE ANTENNA & SUPPORT PIPE ANTENNA & SUPPORT PIPE GROUNDING LEGEND (3 TOTAL, 1 PER SECTOR) (3 TOTAL, 1 PER SECTOR) (3 TOTAL, 1 PER SECTOR) • -MECHANICAL CONNECTION A T-MOBILE SITE NUMBER: -EXOTHERMIC WELD (CAD WELD) A2G0757A --#2 SOLID COPPER TINNED WIRE UNLESS NOTED OTHERWISE BU#:816298 (E) T-MOBILE ZEPHYRHILLS GENERATOR 38522 A AVE 7' o'k 1 T o' (E) T—MOBILE ZEPHYRHILLS,FL 33542 CONCRETE PAD EXISTING 285'-0"SELF SUPPORT TOWER � o0 0 0O O0 0so os o oa ( EXISTING GROUND (E) T-MOBILE EXISTING ANTENNA SUPPORT HEADFRAME TYP °< ° WIRE (TYP) TELCO CABINET ( ) °oe° 8O° EXISTING UPPER TOWER GROUND BAR OB ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR 11X17.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING ANTENNA GROUND DIAGRAM DIMENSIONS AND CONDITIONS ONTHEJHE SITE AND SHALL IMMEDIATELY NOTIFY THE 2 O ENGINEER IN WRITING OF ANY DISCREPANCIES SCALE: BEFORE PROCEEDING FONSIGLWITH THE WORK OR BE a ! MOUNTING DETAILS ISSUED FOR: (E) T-MOBILE FCOA CABINET 'IREV DATE DRIVE DESCRIPTION DES. /QA A 10/5/15 JANPRELIMINARY CR n - ! B I 10/10/15 AK PRELIMINARY CJ ! MOUNTING BRACKET 0 1O/27/15 JRM CONSTRUCTION AF I N (SUPPLIED W/ANTENNA) I (E) T-MOBILE o EQUIPMENT • CABINET CROWN` CAST (E) T-MOBILE ANTENNA ANTENNA SSC CABINET IPROPOSED MOUNTING PIPE PER PLAN GROUND BAR (NP) t��0 tF4 PROPOSED T-MOBILE + FRLBS WITH NEW ..��,`.y�GtE fV S .•O� rr UNISTRUT AND POLES a C, •• i H + (3 TOTAL) + :•• FQ72132 : o n —_ MOUNTING BRACKET. (E) T—MOBILE ICE BRIDGE (SUPPLIED W/ANTENNA) STATE .�� R 0 (E) T-MOBILE GROUND RING rr'�•••'c In (E) T-MOBILE FEEDLINES O 10/27/15 Andrew Joseph Fandozzi III, P.E. (10) EUPEN EC7-50 (1-5/8") Professional Engineer License: #72132 a (1) NOKIA ASU9325TYPOl (1-3/5") Crown Castle USA, Inc. (2) NOKIA ASU9323TYPOl (1-1/4") Certification of Authorization #28970 IT IS A VIOLATION OF LAW FOR ANY PERSON, rn � II � ! UNLESS THEY ARE ACTING UNDER THE DIRECTION PROPOSED GROUNDING PLAN DFALICENSEDTO R°SDo PROFESSIONAL ENGINEER, <' ! SCALE: N.T.S N / SHEET NUMBER: REVISIODI N_\ Q _________- - - -- . A C-5 / oJ Ta sMobile ' Product Specifications COMMSCCPE Product Specifications ecifications COMMSC PE ( PowtReo Rr ( ,fir_. _A I SBNH-I D65C-SR wwwso sr (. I /INdREW. AMOREW. SBNH-1 D65C-SR Mechanical Specifications T-MOBILE SITE NUMBER: Andrew@ Dualband Antenna,698-896 MHz and 1710-2360 MHz,65°horizontal Color Light gray A2G0757A b amwiInternal RETs. e dth Lightning Protection do Ground Interleaved dipole technology providing for attractive,low wind load mechanical Radiator Material Aluminum I Low loss circuit board BU#: 816298 package Radome Material Fiberglass,Uv resistant ZEPHYRHILLS Øe Reflector Material Aluminum RF Connector Interface 7-16 DIN Female 38522 A AVE Electrical Specifications RF Connector Location Bottom ZEPHYRHILLS,FL 33542 RF Connector Quantity,total 4 Frequency Band,MHz 698-806 806-896 1710-1880 1850=1990 1920-2180 2300-2360 Wind Loading,maximum 879.0 N @ 150 km/h Gain,dBi 16.1 15.4 17.6 18.0 18.4 18.3EXISTING 285-0" SELF Beamwidth,Horizontal,degrees 66 64 71 65 63 58 197.6 lbf @ 150 km/h SUPPORT TOWER Beamwidth,Vertical,degrees 8.8 7.8 5.7 5.2 5.0 4.4 Wind Speed,maximum 241 km/h I 150 mph Beam Tilt,degrees 0-11 0-11 0-7 0-7 0-7 0-7 USLS,d8 12 12 16 15 16 16 Dimensions Front-to-Back Ratio at 180°,dB 29 32 31 29 27 31 CPR at Boresight,dB 28 23 18 18 15 21 Depth 181.0 mm I 7.1 in CPR at Sector,dB 14 9 14 12 11 4 Length 2449.0 mm I 96.4 in Isolation,d6 25 25 25 25 25 25 Width 301.0 mm I 11.9 in Isolation,Intersystem,dB 25 25 25 25 25 25 ALL DRAWINGS CONTAINED HEREIN VSWR I Return Loss,dB 1.5 114.0 1.5 1 14.0 1-5 114.0 1.5 114.0 1.5 1 14.0 1.5 1 14.0 Net Weight 22.5 kg ( 49.6 lb ARE FORMATTED FOR 11X17.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING PIM,3rd Order,2 x 20 W,dBc -153 -153 -153 -153 -153 -153 DIMENSIONS AND CONDITIONS ON THE JOBSITEANDSHALLIMMEDIATELYNOTIFYTI-IE Input Power per Port,maximum,watts 400 400 350 350 350 300 SITE ANDSHALLIECOFATELYISCREPTHE Remote Electrical Tilt(RET) Information ENGINEER IN WRITING OF ANY DISCREPANCIES Polarization t45° t45° ₹45° *450 X45° 145° BEFORE PROCEEDING WITH THE WOR OR BE - - RESPONSIBLE FOR SAME. r Impedance 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm Input Voltage 10-30 Vdc Power Consumption,idle state,maximum 2.0 W ISSUED FOR: Electrical Specifications,BASTA* Power Consumption,normal conditions,maximum 13.0 W I REV DATE DRWN DESCRIPTION DES./QAI Frequency Band,MHz 698-806 806-896 1710-1880 1850-1990 1920-2180 2300-2360 Protocol 3GPPIAISG 2.0(Single RET) A 10/5/15 JRM PRELIMINARY cR Gain by all Beam Tilts,average,dBi 15.8 15.3 17.3 17.7 18.0 18.1 RET Interface 8-pin DIN Female I 8-pin DIN Male B 10/10/15 AK PRELIMINARY c) Gain by all Beam Tilts Tolerance,dB *0.4 *0,7 t0.4 *0.3 *0.5 *0.3 RET Interface,quantity 1 female I I male 0 10/27/15 JRM CONSTRUCTION AF 4 0 1 15.7 0°1 15.3 0 1 17.3 0 0 1 17.6 017.8 0 0 1 18.6 RET System TeletiltC Gain by Beam Tilt,average,dBi 5°115.9 5°115.4 4°117.3 4°117.8 4°118.0 4°118.2 11°1 15.6 11°1 15.0 7 6 1 17.2 7°1 17.6 1°1 18.6 7° 1 1$.f Packed Dimensions / Beamwidth,Horizontal Tolerance,degrees }1.2 ±2.2 *3.5 *4.3 ±3.2 *3.5 i9O\/V I V 1\A/A 1 Beamwidth,Vertical Tolerance,degrees 10.6 *0.6 *0.3 }0.2 ±0.3 ±0.2 Depth 299.0 mm I 11.8 in R USLS,dB 13 12 16 15 17 16 Length 2572.0 mm 1 101.3 in CAST L E J) Front-to-Back Total Power at 180°t 30°,dB 26 23 28 26 25 26 Width 404.0 mm I 16.1 in g CPR at Boresight,dB 29 25 19 19 18 22 CPR at Sector,dB 14 11 15 13 11 5 Shipping Weight 35.2 kg 1 77.6 lb *CommScope®supports NGMN recommendations on Base Station Antenna Standards(BASTA).To learn more about the benefits of BASTA, Regulatory Compliance/Certifications *�� ,�.•S' •''�q�O�r�j j download the whitepaper Time to Raise the Bar an 65As. N S •.O� �i Agency Classification f N G RoHS 2011/65(EU Compliant by Exemption ��`• 72132 • General Specifications China ROHS SJ/T 11364-2006 Above Maximum Concentration Value(MCV) Antenna Brand Andrew@ ISO 90012008 Designed,manufactured and/or distributed under this quality management system Antenna Type DualPol@ multiband Band Multiband : STATE 14,� Brand DualPol® I Teletiltthl Operating Frequency Band 1710-2360 MHz 1 698-896 MHz �i,�• • G R �•`�N,�w C. Performance Note Outdoor usage 1O/27/15 Andrew Joseph Fandozzi III, P.E. 02015 Comm5, ,iir—Ail rirghr,reserved.All trademarks ider lifted by 0 or nn are re3istered trademarks,respectively,of CommSro . Pose I of 3 02075 Cemn5'ope,Iru.Ail rigid-s reserved.All trademarks identified by @ ai Im are registerc-d trademarks,respecfively,of CommSMp`. page 2 of 3 Professional Engineer License' 72132 S Ail specifications are subject 10 dcsge without notice.See wv w.Ccdnmscope.cOm far the reDOt cu.ren'in'orrnation.Re ,ed:August 7,2015 September 24,2015 Ail spectfkato^s are_ebi=_ci to change without noise.See w w.Cornmscore,com for fl,e most current information.Rerised:August 7,2015 Septembe 24,2015 Crown Castle USA, Inc. o Certification of Authorization #28970 IT IS A VIOLATION OF LAW FOR ANY PERSON, Ci UNLESS THEY ARE ACTING UNDER THE DIRECTION r� `/, C� OF A LICENSED PROFESSIONAL ENGINEER, ANDREW SBNH-1 D65C-SR ,, _ TO ALTER THIS DOCUMENT. SCALE: N.T.S SHEET NUMBER: /REVISIONi, C-4 0 I'' '' I ' ANTENNA KEY CABLE SCHEDULE T • •Mobi11 SECTOR STATUS ANTENNA ANTENNA ANTENNA DIMENSIONS RAD AZIMUTH TMA/RRU QUANTITY&MODEL STATUS CABLE TYPE SIZE QUANTITY MANUFACTURER MODEL (HxWxD) CENTER Al EXISTING ANDREW TMBXX-6517-A2M 74.9"x12.0"x6.5" 194-0" 0• (1) RAYCAP - ASU9338TYP01 EXISTING COAX 1-5/8" 10 A2 PROPOSED ANDREW SBNH-1 D65C-SR 96.4x11.9"x7.1' 194-0" 0' 1)ANDREW-TMAT192IB78-21A EXISTING HYBRID 1-3/5" 1 A3 EXISTING ANDREW TMBXX-6517-A2M 74.9"x12.0"x6.5" 194-0" 0 (1)NOKIA-FXFB,(1)NOKIA-FRIG EXISTING HYBRID 1-1/4" 2 PROPOSED T-MOBILE SITE NUMBER: B1 EXISTING ANDREW TMBXX-6517-A2M 74.9"x12.0"x6.5" 194'-0" 120' (1) RAYCAP - ASU9338TYP0l FINAL CABLE QUANTITY 13 A2G0757A B2 PROPOSED ANDREW SBNH-1D65C-SR 96.4"x11.9"x7.1" 194-0" 120' 1)ANDREW-TMAT1921B78-21A B3 EXISTING ANDREW TMBXX-6517-A2M 74.9"x12.0"x6.5" 194-0" 120' (1)NOKIA-FXFB,(1)NOKIA-FRIG BU#:816298 ZEPHYRHILLS Cl EXISTING ANDREW TMBXX-6517-A2M 74.9"x12.0"x6.5" 194-0" 240' (1) RAYCAP - ASU9338TYP0l C2 PROPOSED ANDREW SBNH-1 065C-SR 96.4"x11.9"x7.1" 194-0" 240' 1)ANDREW-TMAT1921B78-21A 38522 A AVE ZEPHYRHILLS,FL 33542 C3 EXISTING ANDREW TMBXX-6517-A2M 74.9"x12.0"x6.5" 194-0" 240' (1)NOKIA-FXFB,(1)NOKIA-FRIG EXISTING 285'-0" SELF ANTENNA & TMA SCHEDULE SUPPORT TOWER SCALE: N.T.S. AlL DBAWINGS CONTAINED HEREIN ARE FORMATTED FOR I IXI7.CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE 8" ENGINEER IN WRITING OP ANY DISCREPANCIES li-"-►- PROPOSED PIPE COLUMN BEFORE PROCEEDING WITH THE WORK OR BE 1 VALMONT P/N: P3160 RESPONSIBLE FOR SAME. ..... .... (OR EQUIVALENT) CUT AT PROPOSED P7000 UNISTRUT ISSUED FOR: <'46'-0" W/ GALVANIZED 00000 END CHANNEL TO MOUNT FRLBS)CAP & JUNCTION BOX (TYP OF A REV DATE 10/5/IS DRWN DESCRIPTION IDES./Q, L PRELIMINARY CR Z 4) B I0/I0/IS AK PRELIMINARY 9 PROPOSED o 20/27/15 JAM CONSTRUCTION AF 00000 PROPOSED FRLB PROPOSED PLASTIC/RUBBER END CAP (TOTAL OF 3) = O 3-1/2"0 X 72" LONG PROPOSED P1000 UNISTRUT SCH 40 GALVANIZED PIPE CHANNEL TO MOUNT FRLBS & JUNCTION BOX (Ti? OF II CROWN 4) Ce Y ( PROPOSED ^� JUNCTION """ "" """." ....... I BOX '► PROPOSED FRLB ,♦" 0SEPH F a',I \Y (TOTAL OF 3) PROPOSED ♦♦ ��...• . a',,, (TOTAL JUNCTION ♦ • �O !i BOX Q •. �10ENSF 72132 ':ter o N PROPOSED BASE PLATE WITH (4) N ; EXISTING 1/2.0 HILT1 KWIK BOLT 3 HOG CONCRETE ANCHORS - MINIMUM 4" EMBEDMENT. EXISTING 07 PADI CONCRETEl\ .• STAT a PAD 1'-3 3/4" 5 7/8" �.�.�` Q'.••' CCI�___ _________ ___ ____ / 10/27/15 M Andrew Joseph Fandozzi III, P.E. CE "' Professional Engineer Castle License:.#72132 TIE INTO EXISTING GROUND RING (TYP) I Certification of Authorization #28970 { I� IT IS A VIOLATION OF LAW FOR ANY PERSON, U.B.F_SS THEY ARE ACTING UNDER THE DIREC ION j OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. CE I I RRU POST ELEVATION DETAIL SCALE: N.T.S. ® RRU POST SIDE VIEW DETAIL FRLB RRU DETAIL SHEET NUMBER: REVISION: C-3 2 SCALE: N.T.S. 4- SCALE: N.T.S. l\ 0 Page is too large to OCR. T • -Mobile • GATE 7'-7"t 7'-5"f E 1-MOBILE GENERATOR T-MOBILE SITE NUMBER: (E) SHELTER ❑ (E) T-MOBILE A2G0757A CONCRETE PAD 33'-4"t BU#:816298 fl D GEN ZEPE YRHILLS ^GATE^) ZEPHYRHILLS,FL 33542 (E) T-MOBILE 1 I (E) UTILITY TELCO CABINET FRAME (TYP) : EXISTING 285'-0"SELF I' (E) 285-0" SELF SUPPORT TOWER SUPPORT TOWER (E) DRAIN (E) PAD QQQ l (E) T-MOBILE FCOA CABINET I ALL DRAWINGS CONTAINED HEREIN !If ARE FORMATTED FOR 11X17.CONTRACTOR (E) T-MOBILE f SHALL_"ERIFY ALL PLANS AND EXLSTING 7'-O"X 17'-O" DIMENSIONS AND CONDITIONS ON THE JOB CONCRETE PAD ENGINEER INWRIISITE AND SHALL�IN MEDIATELY NOTIFY GOFANYDISCREP CAN IFS BEFORE PROCEEDING WITH THE WORK OR BE (E) PAD RESPONSIBLE FOR SAME. ElI (E) T—MOBILE N I a (E) ❑ EQUIPMENT ISSUED FOR SHELTER LI CABINET REV DATE DRWN DESCRIPTION DES./QA A 10/5/15 JRM PRELII,BNARY CR (E) FENCE (E) GEN B o/ions AK PREIIA"NARY L7 PAD " 0 10/27/15 JRM CONSTRUCTION AF I . b " rrv��, (E) T-MOBILE ! I L1� SSC CABINET C o 0) (E) GEN e E ICE I ~ _ o PAD (TYP)( + [ BRIDCE . N v + ROW N\, CASTLE PROPOSED T-MOBILE UNISTRUT 1 �i i AND POLES (E) SHELTER (E) T-MOBILE ICE �d3!sEPH / IIt BRIDGE (3 TOTAL) '� + '•' ••S1t O f (E) SHELTER . k. .��(_,E N .�O� (E) T-MOBILE FEEDLINES ' Z o w (10) EUPEN EC7-50 (1-5/8") +•". ' ' 7`�I d (1) NOKIA ASU9325TYPOl (1-3/5") NO O4 (2) NOKIA ASU9323TYPOl (1-1/4") * • iIOOOOOOO I •......•• ttj �O L4 �� (E) TRASH o tt, lNAtl1'�1 BINS (TYP) (E) PAD 10/27/15 N7 Andrew Joseph Fandozzi III, P.E. �X I Professional Engineer License: #72132 —`—'—'—'—x—=—x =--.—, —, Crown Castle USA, Inc. N! 131'—O"t Certification of Authorization #28970 rn TI IS A VIOLATTON OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION '. ❑ OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. OVERALL SITE PLAN ENLARGED SITE PLAN SHEET NUMBER: REVISION: E i SCALE: 1/16"=1'-0" N 2 SCALE: 1/4„=1,_0„ C_ 1 0 0' 5' 10 20' 40' 0' 1 5' 10' " Mobiles PROJECT: T-MOBILE CRowrv\ CASTLE : a -MObile CROWN CASTLE L700 PRO ECT J 2000 CORPORATE DRIVE CANONSBURG,PA 15317 T-MOBILE 12920 SE 38TH STREET BELLEVUE,EA 98006 T-MOBILE SITE NUMBER: A2G0757A G0 7 5 7 PROJECT INFORMATION T-MOBILE SITE NUMBER: CODE COMPLIANCE J A2G0757A ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES APPLICATION ID: 313160 AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN BU#: 816298 THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING JDE JOB NUMBER: 348896 li TO THESE CODES: ZEPHYRHILLS CODE TYPE CODE CROWN CASTLE SITE NAME/BU NUMBER: JURISDICTION: CITY OFZEPI-IYRxILLS BUILDING/DWELLING FBC 2014 5TH EDITION/IBC 2012 38522 A AVE STRUCTURAL FBC 2014 5TH EDITION/IBC 2012 CONTACTS: KEVIN DEPATIE-PROJECT MANAGER MECHANICAL IMC 2012 (813)342-3888 ZEPHYRHILLS,FL 33542 ELECTRICAL NEC 2011 ZEPHYRHILLS/81629 8 REFERENCE DOCUMENTS: (MICHAEL 813)6 4P8 TVIN-CONSTRUCTION MANAGER 78 EXISTING 2H5t-011 SELF STRUCTURAL ANALYSIS: BY SSOE GROUP SUPPORT TOWER DATED SEPTEMBER 30,2015 CUSTOMER BOB KILLIAN MOUNT ANALYSIS: BY OTHERS SITE LOCATION: CONTACT: (813)267-1059 38522 A AVE ZEPHYRHILLS, FL 33542 � ANALYSIS CRITERIA: APPLICABLE CODES: TIA-222-G-4/ASCE 7-10 ALL DRAWINGS CONTAINED HEREIN WIND SPEED: V=137 MPH(ULTIMATE 3 SECOND GUST) A&E FIRM: CROWN CASTLE ARE FORMATTED FOR 11X7?.CONTRACTOR \I V=106 MPH Ob1TNAL 3 SECOND GUST) 380 SOUTHPOINTE BLVD,SUITE 400 SHALL VERIFY ALL PLANS AND EXISTING 1 11 TOWER CAN'ONSBIJRCT,PA15317 SITE AND SHALL IMnfEDIATELY NOTIFY THE RISK CATEGORY: II ANDREW FANDO'LZI,P.E.,C.P.E. ENGINEER IN IERITING OF ANY DISCREPANCIES RADIAL ICE THICKNESS: 0 CRO\X NAE.APPROVAL@CRO\k-NCASTLE.COM BEFORE PROCEEDING WITH THE WORK OR BE \� RESPONSIBLE FOR SAME. TOPOGRAPHIC CATEGORY: 1 a CREST HEIGHT: 0 K, 1.0 �- ELECTRIC PROVIDER: PROGRESS ENERGY-FLORIDA ISSUED FOR: (800)228-8485 REV DATE DE\VN DESCRIPTION DES/QA TELCO PROVIDER: VERIZON COMMUNICATIONS A 10/5/15 JRnM PRELIMINARY CR (800)483-2000 B 10/10/15 AK PRELIMINARY C) / / JIBE CONSTRUCTION AF ti fl 10 27 15 OCCUPANCY TYPE: UNMANNED A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION DRAWING INDEX Cc 7AE/�', SHEET# SHEET DESCRIPTION PROJECT DESCRIPTION LOCATION MAP CT-1 TITLE SHEET THE PURPOSE OF THIS PROJECT IS TO PROPOSE AN ANTL^'NNAtav C-1 OVERALL AND ENLARGED SITE PLANMODIFICATION ON AN EXISTING WIRELESS SITE. ttih Avr brr -6th AaeC-2 REMOVE(3) . ' - .c z 6tir C Sth Ave � C 3 TO E R ELEVATION&ALTENNA ORIENTATION { c.REMOVE(3)ANDREW-E'FIYB'?n0VS]2UB TTLA'S NNAS aa^ ' µ NIA SPE IFICATElONSE,RRU DETAILS �, 1 rPu•INSTALL(3)ANDREW SBNH 1D65C SR ANTENNAS m +�_k,...e. 418 Ave+ �Aanar Ds.p L rxnn C-4 ANTEN s EC-6 RFDSN NA AND RRU CROUN'DING t • /•INSTALL(3)ANDREW TAfAT1921B78 21A TMA'S C,referf Q •INSTALL(3)FRLBS WITH NEW POLES AND UNISTRUT ON EXISTING PAD s 8th Ave A 3,8 Ave 7'�1 2 o B u .h ,I. 0,18 Ave C-7 CONFIGURATION DIAGRAM •71r O � Lolz Ave•. cjt�`` k\y �Ih w o � : r r ' 151 Ave __ g E-1 POWER ROUTING DETAILS - } Z phy.rPvee-. rh,.rr a's a s� ,�` G-1 GROUNDING DETAILS '� T STA E o 3 - ? South Ave G-2 GROUNDING DETAILS i .. '- GN-I GENERAL NOTES I • w ry. r n A Ave '�' A Ave- veyzhiil; GN-2 GENERAL NOTES I�SI)r• �\ t� J 9 eJ w -. De tI,lvleum JJ ONAL {{� x. m RAves eAve — JJ11111�11►{{ m 6 Ave A C Ave 28.227953, cR 10/27/15 lea A w G 8 0. -82.179333 Professional 213 N Andrew Joseph Fandozzi III, P.E. ' c t sional Engineer License: 7 2 a RIGId Ave _ 9 a y a v p w = Crown Castle USA, Inc. G p Certification of Authorization #28970 V _. `Ste1)... ^a o - n C Ctt Gail C+�+ie \ LESS TH Y ARE ACTING UND R ANY PERSON, CALL FLORIDA ONE CALL UNLESS .C ASE:PROFESSION EL ENOINRE ON SLAP/PARCEL#: I4-26-21-0010-01700-0060 LATITUDE: 28 13'40.63" NO SCALE TI TI (800) 432-4770 EER TO ALTER THIS DOCUMENT. r NAD83 LONGITUDE: -82°70'45.6" CALL 3 WORKING DAYS Q ® SHEET NUMBER: REVISIONi IT ISA VIOlATION OF LAB BEFORE YOU DIG! 0 { T- 1