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Home My WebLink About12-13343 CITY OF ZEPHYRHILLS 5335-8TH STREET . �si3)�so-oo20 13343 BUILDING PERMIT Permit Number: 13343 Address: 6217 8TH ST 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: 02-26-21-0080-OOA00-0070 Improv. Cost: 25,000.00 Date Issued: Name: VERIZON WIRELESS Total Fees: 240.00 Address: 6217 8TH ST Amount Paid: 240.00 ZEPHYRHILLS, FL. 33542 Date Paid: 8/23/2012 Phone: (813)643-9638 Work Desc: ADD ANTENNA& REPLACE ONE RADIO CABINET . -� �� w. _U ,� v �i�'� � 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: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g)work not acxessible. NOTICE: In addition to the requirements of this permit, there may be 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 twiae for imp vements to your property. If you intend to obtain fnancing,consult with your lender or an attorney before recording your notice of commencement." Co pl e Plans,Specifications Must Accompany Application.All work shall be perFormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O. , a _. ; TRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER lication Fax-813-780-0021 s�3-�so-oozo City of Zephyrhills Permit App� Building Department � � �, f{3 __ �6 3i� Date Received � �- � Z Phone Contact for Permittin '� r, 1,�� ' -�, Owner Phone Number � � � Owner's Name �C�� v� �� ! � � � .. S f � � /� �.S� , � �� Owner Phone Number � Owner's Address � ' �PJ>'2 t� Owne�Phone Number �— Fee Simple Titleholder Name �� 2 . 3�� Z-- 533�� d''� 1�% " %! -�`,�.r.�' � Fee Simple Titleholder Address LOT# JOB ADDRESS �7 �t SI PARCEL ID# C'L`Z ,- �I • C�� L�:�4�� -C,0"7� SUBDIVISION �OBTAINED FROM PROPERTY TAX NOT10E) e NEW CONSTR� ADD/ALT �� SIGN Q � DEMOLISH WORK PROPOSED INSTALL REPAIR COMM �� OTHER � 'z•�/'tIN� f_,(�� t ' '. PROPOSED USE � SFR 0 STEEL Q TYPE OF CONSTRUCTION � BLOCK Q FRAME � ' � L yy � G� G - !1� �Y.L �-y1 e��s�cu- �t- � DESCRIPTION OF WORK �JA BUILDING SIZE N� SQ FOOTAGE � HEIGHT �� BUILDING $ �, j�� VALUATION OF TOTAL CONSTRUCTION PROGRESS ENERGY a W R.E.C. , AMP SERVICE C� '� �ELECTRICAL $ (�?'J' j,�I 3� �" � '/� z,��-�-- ��_ �PLUMBING $ "" � ( J �-f� K"S l"-� � G�� L.J VALUATION OF MECHANICAL INSTALLATION �h� G,�J l �MECHANICAL � �-� �5�-�-� � SPECIALTY � OTHER � GAS � ROOFING � � FLOOD ZONE AREA �YES NO �� 'AC. FINISHED FLOOR ELEVATIONS � � ' �COMPANY ��`1 GC✓�t.'L� �v�l� IN ' BUILDER � REGISTERED Y/ N FEE CURRE� Y I N SIGNATURE t,�,,v.� License# ^•�?e' Z- � Address COMPANY ELECTRICIAN REGISTERED Y I N FEE CURREt� Y/N SIGNATURE License# Address COMPANY FEE CURRE� Y/N PLUMBER REGISTERED Y/ N SIGNATURE License# Address COMPANY MECHANICAL REGISTERED Y I N FEE CURRE� Y I N SIGNATURE License# Address COMPANY Y/N OTHER y/ N FEE CURRE� REGISTERED SIGNATURE License# Address � � � � � � � � � � � � � � � � ' ' , ' ' ' ' 'u Idin1 Plans;(1)set of Ene gy Forms,R-O-W Perm t for new construction,' ' t ' ' ' t ' ' RESIDENTIAL Attach(2)Plot Plans,(2)sets of B 9 Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans wl Silt Fence installe , 1 set of Energy Forms.R-O-W Perm�t fc�netiv construction. Sa�itary Facilities&1 dumpster;Site Work Permit for subdivisionsllarge projec s COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;( ) Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w!Silt Fence installe , Sanitary Facilities&1 dumpster Site Work Permit for all new projects All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ••"PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely Owner&Contractor sign back of application,notarized rades over$7500) If over$2500,a Notice of Commencement is required. (AIC upg •• Agent(for the contractor)or Power of Attorney(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(PIoUSurveylFootage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS. The und ulafions. The undersigned alssumes respons b Ity for�ompl a'nce w th any whic h may be m o r e r e s t r i c t i v e t h a n C o u n t y r e g applicable deed restrictions. UNLICENSED CONT R A C T O RheAN,D bONe�`edOto be Esen�sed f BacicoEdancle w th s ate an d locae e gulatiotnsc Ifrthe contractors to undertake work, t y Y contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanorlvif at{he under state law If the o`^�v sed tonconta t the Pasco County Buadingslnspection D vSS on reL ce s ng Secton at727-847- intended work,they are ad 8009 Furthermore, if the owner h his aedlicationtfor which theyrw II be espo sablee�lftyouaas the owneasign asSthe portions of the "contractor Block" of t pp contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in asco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE REC�OVh RconstEStion of newe b uld ngsnchange of that Transportation Impact Fees and Recourse Recovery Fees may app y use in existing buildings, or expansion of exun1derstands9that suPh fees,IasPmay be duey 011dbe dentifi d at he�me of 90-07, as amended. The undersigned also permitting. It is further understood thof fi als ower'�eleaseaclf the p ojecRdoes notRnvolve a certifi atetof occ pancy or receiving a "certificate of occupancy P final power release, the fees must b{�Pae n.t°ssuance n accordanceFwith applicable Pasco County ord nanceser Impac fees are due,they must be paid prio p CONSTRUCTION LIEN �W�ave bteen 13ovided wSh atcopy ofrthe aF o)rida Constructon Len LawO OHomeowner's certify that I, the applicant, h P licant is someone ProteCtion Guide" prepared by the Florida Department of Agriculture and Consumer Affairs If the app other than the"owner", 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'SIOWNER'S AFFIDAVIT I certify that all the information in this application is accurate and thai ation is will be done in compliance with alltopdo wol kl and r nstaltation as indicated oningerti��{�at noV work ort instal�lation has hereby made to obtain a permit commenced prior to issuance of a per o�ninndrehulatio s�andllland devel pment egulationsa nthe jurlisd ction 9 Ilaallso construction, County and City codes, z 9 9 I to the intended work, and that it is certify that I understand that the regulations of other government agencies may app y my responsibility to identify whairontmenta P otection�Cyp ess Bayheads,SWetland A eas and En i o mentally Setnsitive _ Department of Env Lands,Water/Wastewater Treatment. ress Ba heads, Wetland Areas, Altering - Sou t hwest Florida Water Management District-Wells, Cyp Y 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 wal 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,tructionise �u de�stanld that a�separat permit may be rleq ured for Ielectr ct I work this affidavit prior to commencing cons lication. A plumbing, signs, wells, P° t uedrto be al fce se to p oceedewith the work and not as ault or ty to violatee anpel, atter, or permit issued shall be cons set aside any provisions of the'nchans,lconst uct on oalviolat ons of any cod sPrE erytperm t iss ed shall be ome inval d requiring a correction of erro s p unless the work authorized by suc ned forl alS er d of six(6) mhonths after the time thetworkas comme ced Anhextension the permit is suspended or abando P may be requested, in writing, ir nm f Work'celasesOfol rini ety(90)rconsecutive days, theeob isocons de ed ba donedstra e justifiable cause for the extens o WARNING TO OWNER: YOUR FAILSREO OUR PROPERTY�.TtF YO F I T�END TO OBTAINnF NANC NG,CONSULT PAYING TWICE FOR IMPROVEMENT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO ICE OF COMMEN�ENT. FLORIDA JURAT(F.S.117.03) _._.____.., � ONT � � OWNER OR AGENT • S � ed)befor�,me this Subscribed and swom to(or affirmed)before me this ,� s. � by C� bY Who islare personally known to me or has/have produced Who is/are personally known to me or hasJhave produced �.� �.7� as identification. as identification. � �� --, i � ' � y , �� IiC Notary Public r � Commission No. Commission No Name of Notary typed,printed or stamped Name of Notary Y�. � � se �mmission#EE 140709 y� Expires February 22 2016 � }y6;•' gaqed Thru Troy Fain N�r'+nce D04��079 mn• i IIlill IIIII Illll IIIII IIIII IIIII 1�lll IIIiIlIlil I�III IIII IIII 2012143048 Parcel ID No 0 J. �7ilo Z�- IJ✓00 -�i�-�L'07D Permit No NOTICE OF COMMENCEME T /��f� Counry ot ��'" State oi THE UNDERSIGNED hereby gives notice that improvement wiil be made to certain real property,and i�accordanc�e N^h��Chapter 713,Florida Statu es, the tollowing iniormation is provided in this Notice of Comme 2��`i��,�� M iL�� l�J"T � Desc�iptlan of Property. Parcel Identification No. �3 ll r� J'r Street Address: �2 � �� G'�'(J"+w" 2. General Description ot Improvemenl g, Ow�er Iniorma[ion or lessee in(ortnalio�it the Lessee contraded for the Improvement / �/ 1 � (,�,,,C� �# ��_._ � V�� / 'N"' X�(d D O ls��91y �,Ql/�Q�[L �-,�0.�! State City Address , A _(�(,� Intereslin Property: Lv�r Name ot Fee Simple Tiqeh�der: �� 3�1'yJ � � a � S f He nt om O er lis ed above) � State ✓ L�Y Adtlress /�A I.K� �L p�p�,f - — — �c 4. Contraclor' �f� tL,L f�u� 'n �y�7yPo J�- , i rj� Nam��,� /� _..� """'D/�na„f�..± State � r�- � ti� <��^� °'`-' � City - — Address ��.� , y pq� �Q(o Contractor's Telephone No. ,____--- ��,� Leaal D°SC�1DtlOn(First 4 Lines) 5 Surety - Name See PI�t for this Subdfvision r ,tate TYSON SUB�1�9 POR Address � Amount of Bond: S TR A DESC AS COM NE COR OF 5 `� 1/2 OF SW 1/4 TH 588DG SONSIN �,— ��^r , g Lender' 15"W 1796•6 FT TH S 19.1U FT Name ----�—---�� Ciry Address Lenders 7elephone No. �--- 7 Persons wilhin the State ot Florida designated by lhe owner upen vAiom nolices �r oU',:r documenls may be served as pwvided y ` � * * Seclion 713.13(1)le)(7),Flonda�tutes' -- �,` , •• —. Rept:1456531 Ree: 10.00 6 — ��. 0 80 IT: 0.00 Clerk G � Name 08/23/12 D, 8onilla, DptY � � --- Siate '� 1' O Pqlilp S 0'NEIL,Ph D Pii5C0 CLERK 4 COMPTROLLEF v � .i� ^ p � Address 08��3/�,� )1;37 1 of • E, Teiephone Number of Designaled Person: �R B�t 8'r�� PG 3 63 . ot_ "' � w' �_ � -- � , � �° • o g, In addilion to hi:nsel!,the owr.er designates ------ �� .' � to receive a copy ot lhe Lieno"s Nuti^c as provided in Sect:on 713.13(1)(b),Florida Statutes. ' c�. � � Telephone Number of Person or Entity Designaled by Owner en[ta the � g. Fxpiration date ot Notice oi Commencement(the expiralion dale may nol be before the completion oi conslruction and final paym � ' • � contraUor,bul will be one year fran lhe dale of recording unless a ditterenl dale is specified). .�j� * • * pARl t, SEC?ION 713.1�, FLORIDA STATUTES, ANO CAN `• ARE CONS D REI�JE M?ROPER vPAYMENTS�UNDER CFIAFTEk 713TER TI1E EXPIFhTION OF THE NOTICE OF COMMENCEMENT F:ESULT IN YOUR PnYIN3 TNICE FOR IMPROVEMENTS TO YOUR PROPERT`i A NOTICE OF COMMENCEMENT PrUST BE � Y FcCORDED 11NU POSTF.D ON THE JOB SITE BEFORE THE FIRST INSPECT:7N+ IF YOU INTEND TG�OBTAIN FINANCING,CONSULT Q � � � � w WITH YOUR LF_NpER OR AN ATTORNEY BEFORE COMMENCING WORK C�R RFC012DIN(U YOUR NOTICE OF COMMENCEMENT N �� J Under penalty of penury,I declare lhat I have read lhe toregoing notice e`.comrne�cement and Ihat the tacls slated therein are true!o the besl U of my knovriedge and beliet. ^a - `V� �� - O � C� � �c O J N a W STA�E OF FLORIDA �w � r � a 0 COUNTY OF PASCO Signature o!O� 'r'+Le;sec,or O�er's ur Lessee's Authon�ed OKcer�Di�ct� 2�in��a9er��-RY1 �l�Q.�`_� � w � J � � ,�.�� - � � F-=- a ¢ Signalory's 7ilIe:E3ffice fr-- u- �' U ,�,y)y� � l�jpr r a.:__-- Z=O O u.. 08 �day af gi�e Y�•20�Z.,b��-�=Y-"`_"__ � h- Q�LL' Y The foregoing inshumenl was acY,novdedged hetore mC�h�s _��Pe��outhariry,e.g.,officer,trustee,attomey in far.t)Por � �_as V7�►) 4an41��! — __��, ot paRy on eha't of whom insWmenl was execuled� {,}�,d U Z J Il.Y�2[�Ith►�� -- • --- ~ �- -�`L � ..,( Notary Si9nzWre_ �7"U m Q li- Personally Knavm L+J SZ ProduceG Identificatiar❑ Q�;` L�.��_,� LL.W � Z O SR �� l-- � R' Q Y Name(PrinO Type ot!denliflcation Produced �� u- = a �VOOr � - � � .•N"+�"w �AMIEFERNANOEZ • O Q Z� ', � pptary Pu�lk•BMto ol FloriAr � � Q J � J � �r My Comm.ExOxas/.uY S,20'�� i�^ � W l�� Z 1-_,'� Q } s, �;•• �Commi��lon�00 9136d7 N = a '•%+u;;;., f- � �s d C� �i H wp C atai bcslnoti ce com mencemenl�c053648 Page 1 of 1 Pasco County Par'cel: 02-26-21-0080-OOA00-0070 00] � �� ' " ,�� _ May 05, 2012 Weekly Archive Saturday, Data Current as Of: Card: 001 of 001) ParcelID 02-26-21-0080-OOA00-0070 ( g2 - Forests, Parks, etc. Classification property Value $o Mailing Address qg Land �23,836 CITY OF ZEPHYRHILLS Land �p 5335 8TH ST guilding ZEPHYRHILLS FL 33542-4312 $2,512 Extra Features Physical Address �26,348 38122 HENRY DR �u�Value �26,348 ZEPHYRHILLS FL 33542 qssessed ( Non-School Amendment 1) Leaal Descri�tion (First 4 Lines) �3,214 � pl t for this S bdivision�'" Taxable Value TYSON SUB PB 4 PG 109 POR TR A DESC AS COM NE COR OF S 1/2 OF SW 1/4 TH S88DG 50MIN 15"W 1796.6 FT TH 5 19.10 FT Land Detail (Card: 001 of 001) Price Condition Valua Use Description Zoning Units Type Line ��F� OOR4 0.12 AC $30,020.00 1.00 $3,602 1 0100 �� 0.38 AC $30,020.00 1.00 $11,408 0100 � OOR4 — 0.70 $8,826 2 0.42 L AC $30,020.00 g 0100 SFR OOR4 ---- Additionai Land Znformation Acres 0.92 Tax Area 3QZH FEMA Code �Re idential Code 1Z�? Building Information (Card: 001 of 001) Unimproved Parcel 00 - Unimproved Extra Features (Card: 001 of 001) un'� Value Year �2,245 Line Description 197-------� 6,368 � 1 CLFEN E � 5 � 240 $267 2 PU_M_PHSE 1975 Sales History N/A Previous Owner Type Amount Month Book/Page $0 Year �------� n806_____/ 0104 1975 �08 � seazch/ arcel.aspx?sec=02&twn=26&rng-21&sbb=0080&b... 5/1012012 http:l/apPraiser.pascogov.com/ P �� ....�+.�... cor�r�uN�.non�s, �ric. Structural Analysis of a 190' Self-Suppo��nJ TOWer for Verizon Wireless . � � �� :_�irr,i 1 a f: 4 II�I'e II .,.I I yy �t,, + 1,,��i7iy'�.I�¢�A H, �� aY ;~. . �,i .,�� '£ Structure Rating: 95.6 % Pass/Fail: Pass Verizon Site Name: T-Mobile Zephyrhills Verizon Site #: 86775 th Site Location: 6217 8 Street 40 Zephyrhills, FL 335 Date: July 31 , 2012 :x%,s 'rt�' ::8"�&�. ^,8^<f'`��5, � ~�r.a. ,y ,��':.�,� � .;'�`'�",: .�.''�¢�°...�w�:"<>.:*i::s�`.�c�."h�':a:.?.�''+aS.�'S�'�'a�i:;v�,�•,:�':��'�'��$:i;..'g,«.ti�'a�. TABLE OF CONTENTS INTRODUCTION ANALYSIS CRITERIA Table 1. Existing/Reserved Loading Information Table 2. Proposed Loading Information RE5ULTS Table 3. Member Capacity Summary Table 4. Foundation Summary CONCLUSIONS PROVISIONS OF ANALYSIS Tower Elevation with Appurtenances Dwg E-1 Coaxial Cable Layout Dwg E-7 Structural Analysis Output � ° �:�°,��. -�°°�� .:�'�,.�.�: ,:�`b:.�� .�:s.a:•�.<.._�„ � �� ''" - �:;�,� ��° F .�> �,�';�,ti",' �`.. �:� INTRODUCTION � Excell Communications, Inc. has performed a At the request of Verizon Wireless, FL. The structure structural analysis of a communicatirtnn s OWe�e 1 The�tower s tructural information was is descnbed as a 190 self-suppo g professionals (Project # 110908, obtained from the tower analysis by Tower Engineering dated 07/04/11). The existing and proposed loading information was obtained from Verizon provided documents. ANALYSI5 CRITERIA The analysis was performed per the reyuirements rteaetooa nom nal 071mph (3 secf gus) ultimate 137 mph (3 sec gust) wind speed conv wind speed per section 1609.3.1 as required foEx osure Cat gory B?Risk Ca egory II Exception #5 of Section 1609.1.1. Additionally, p and Topographic Category 1 were used in this analysis. Note: This tower does not supply essential services and does not have dedicated emergency service antennas. Table 1. Existin eserved Loadin Information Qh, SiZe of Antenna Mount Q�,.of Antenna Appurtenance Model of Coax Note CL Elev. Elev. Antennas Manuf. Coax in ft ft Li htnin Rod ' - 1 - 3 Andrew TMBX-6517-R2M 190 9 EMS RR65-19-OODP 24 15/8 1 190 TMA's 12 - 1 _ Platform Mount 12 Andrew DBXNH-6565B-R2M 19 15/8 q Andrew E15S09P78 4 3/g 1 175 175 3 _ TMA's,RRU I 1 1 7/8 1 _ Low Profile Mount 6 Decibel DB950G65E-M 12 15/8 1 150 150 1 _ Low Profile Mount 6 �W HB-X-AW-23-33-OT �2 15/8 1 140 140 1 _ Low Profile Mount 1 � 5/g 1 100 100 1 Andrew 4' MW Dish (t) All existing coax are assumed to be installed as shown on the attached coaxial cable layout drawing E- . Table 2. Pro osed Loadin Information Qty. Size of Antenna Mount Qty of Antenna pppurtenance Model of Coax Note CL Elev. Elev. Antennas Manuf. Coax in ft � �,p20-1900-063D 4 Scala 2 Scala AP17-1900/063D 12 15/8 1,2 160 160 3 CSS X7C-FRO-660 1 Low Profile Mount (1) All proposed coax are assumed to b n�ennas and(12)coaxn the attached coaxial cable layout drawing E-7. (2) Verizon's final loading will be(9)a U. ,��: .�5,' .•. a._44k ��y�ek� ��.yy,� _�..� `. �.L::«,y. _ " ,.h, ,�r�=^.tii Y�+:> '�W i�z'��.�a.��c7uw.d'i+l. ..,,7s T,r�'��i, m�i�:s1w.21%ri e r;"ea.�'&'As'a'99�+T+�`Wd�,1 �r�'a��E.'�:�'i'. RESULTS The following represents the Pe�lues of 105%torsgreat rhrepr sentnanuo e�tr s ed t he a s s u m e d l o a d s. N o t e t h a t v a condition. Table 3. Member Capacity Summary Legs Diagonals Top Girts Elevation(ft) (50 ksi) (36 ksi) (36 ksi) 190- 180 11.3 33.7 3.3 180- 160 37.5 62.7 1.6 160 - 140 51.6 77.6 03 140 - 120 87.1 71.0 4.9 120 - 100 58.8 88.7 6.1 100 - 80 54.5 77.9 8.6 80 - 60 67.8 95.1 10.5 60 -40 64.8 79.6 14.6 40- 20 75.3 94.4 193 20 -0 65.1 79.3 19.8 Table 4. Foundation Summary Current Reaction/Calculated Ca acit Com arison Current Calculated %of Capacity Reactions Reactions Ca aci * U liftJLe Ki s 549 734.1 74•y Download/Leg 493 515.7 95.f Ki s * The calculated capacities were obtained from the tower analysis done by Tower Engineering Professionals (Project# 110908, dated 07/04/11). `��',.�:..�..�:�.a:�;s�ys�>:�°''�_��.,':��` '�� :;,� . CONCLUSIONS The 190 ft. structure at the T-Mobile Zep oyr'an lultimate 13 7mph (3 sec gu s) wind requirements of 2010 Florida Building Code speed converted to a nominal 107 mph (3 sec gust) wind speed per section 1609.3.1 as required for use in the TIA-222-G StanCate oeT II and Topographic C t gory 09were Additionally, Exposure Category B, Risk g T}' used in this analysis. Legs—The tower legs are adequate for the loads and configurations specified herein. Diagonals—The tower diagonals are adequate for the loads and configurations specified herein. Top Girts—The tower top girts are adequate for the loads and configurations specified herein. Foundation —The tower foundation is adequate for the loads and configurations specified herein. Note: The conclusions shown above are based upon the coc� arrangement as shown in the attached layout. The results of this report shall be void should these stipulations not be met. The results of these analyses tabulated herein are based on the provisions shown on the following page. If you have any questions regarding this report,please feel free to contact me at 205-956- 0198 x 211. Sincerely, EXCELL COMMUNICATIONS, INC. �, 111 1// � `i . �' S ��i Clint Stewart, P.E. � Project Engineer ` �CE •. � FL License # 61406 �V: 1 ;�� COA# 27498 — ' • — . . _ * . • * _ � : � �' STATE OF ;�Q � ��,c�••;cCORIOp;.'��'�� i F ••....••• � ♦ ��i��ONAi;;�� `��C;�f l� .iaz�3.�s �,, 'sJ �;.: ,��a�.`��;�ti,Y '�.�,��n�ua�.'�'"',�.�,�: �'�w;� ;.+ian k u��s i �'�,.�:�� f �:i�` "�i��'` z�' �.� � �-�'��'�,�''ry`� • PROVISIONS OF ANALYSI5 The analysis performed and the conclusio lls hast b en prope ly nstalled and maintained, the tower erected at the T-Mobile Zephyrhi including,but not limited to the following: 1. Proper alignment and plumb. 2. Correct bolt tighmess. 3. No significant deterioration or damage to any component. 4. The condition of the tower is essentially as originally erected. Furthermore, the information and conclusionnal�s sal rocedures and formulae, and Excel by application of accepted engineenng and a y p Communications assumes no obligationst�u hlen ineeri g and analys�s proceduresland contained in this Report in the event tha g formulae are hereafter modified or revis donIora dditonsibilityrwhatsoeversforcorWOn Excell Communications have any obhga P firm, or account of consequential or incidental damages sustained by any persoYi, organization as a result of any informationtionsnflan�npu suant ol h s1Report shal tbe maximum liability of Excell Commumca Y limited to the total funds actually received by Excell Communications for preparation of this Report. Customer hereby agrees and ackno�1 o herstfor any wo k oTr services performed by any hability whatsoever to Customer or persons other than Excell Communicati�o��ended by Excell Communications,l mcluding structural changes or modifications rec but not limited to any services rendered for Customer or for others by riggers, erectors or other subcontractors. Custom lo aea b° Cusgomer hall�be solely respons ble�to Cus�tomer subcontractors retamed or emp y Y and to others for the quality of work peWh�oe er as a result of any negl ge euor breach shall have no liability or respo erector or subcontractor. of contract by any such rigg � . �.. ° ,s2.,� � �,+�.�x�-;�.��s'. . �,. 4��` `��,�,��.n.. . � �...� � - - '��',�a;.^�; "�'` "Gu��ti7R��.�',�w'a,r�aw�«*- , ...,,: ,,. r1_,z;.��",;�'��:�' ..: ,,,..,.. ,, � ..ro�"AS::�'4�.k:.,:F:r::'�*,�'£. �..=�'�ai�":'� �.w�"...�u,:�w� • 190.0 fl I�I� . ��I , N ' � DESIGNED APPURTENANCE LOADING , Q � ______ _ _- TypE ELEVATION � � " �_ TYPE ELEVATION L--- ---- -- --�------ , ''. a ' � a 180.0 tt — --- -�--------- AP1 7-1 9 0 0109 0D wlMouM Plpe _ ligMrdnO Rod 518x4' (Vxizon) TMBX-8517-R2M wll�louni Pi �1� qp2419001Ofi3D wlAAOUrd Pipe t� � •- � (T-Mobilel (Verizon) �, �� , � e H � ' �I � t I� TMBX�517-R2M wlMounl P'ipe }�� 419��3D wlMouM Pipe 1� ,, N � � �, � (T'MoDib) ,190 (�erizan) , '�, v� � � , TMBX�517-R2M wlMount Pipe �(2)AP20�19Q01063D wIM°uM Pipe 160 a �, (T-Mobib) (Verlmn) , � (3)RR6S19-OOOPwIMOUMPipe .1� X7C-FRO-6E0-4D wlnnunt ppe 1� 760.0 ft � I�I I (T'Mobib) (Verizon) (3)RR6St9-0ODP wMbuM Pipe �'1� X7GFR0-Bti0-4D wlmounl pipe 1� , (T-Mobile) (yerizon) �, �' `' (3)RRBS19-OODP wrt.lount PiOa 190 �5p N I � I (T'Mobile) _ _ X7C-FRO-6fi0�4D wlmounl WPa (Verimn) F � N PleNorm Mounl wilh Hantl/ails '�7� P��unt with Hendraila 1� � (T-MObile) , (Verizon) . � � , (4)12'x12'TMAIT'�ile) i'� (2)D8950G65E-FA wlMount Pipe 7� � i} (4)12'x72'TMA(T'Mobile) (Sprinl) . � I' � 140.0 ft I �,�j (4)12'x12'TMA(T'MoMle) ��1� (2)D8950G65E-M wlMount Pipe 1� ' ,� ' N � � 7•^ a I (4)DBXNH-6585&R2M(ATI) {7�5 (SpriiA) � a � oi (4)DB%NH-6585B-R2M(ATI) 175 (2)D8950C:65E-M wlMount Pipe 150 J � (4)DBXNH-85658-R2M(ATI) I 175 ISP�M) _ -- _ _ _• • m (3)E15S09P78(ATi) �,175 Low Profilia PlaHorm Mount(SDn�) 1`� ' � � � � ,i (3)E15S09P781ATP '�175 _(2)KMW WB-X-AW-2333-0T-RET 140 a, - ;175 wlmount ppe(Malro PCS) � (3)E15S09M81ATI) �775 (2)KMW N&X-AW-23-330T-RET 140 RRUS71 a@ PerP a A^�l!�TI) W��qunt ppe(Melro PCS) �, � � 120.0 ft RRUS11 or 12 PxP to Ant(ATI) �175 - � M _ _ . _ (y)KMW H&%-AW-2333-OT-RET 7� ' K RRUS11 or 72 Perp to AM(AII) �.175 wlmounl P�PB(Metro PCS) I, j ' � , Powerweve TTOB-19DB111-001(ATi1 'i 175 .�pN,Proflie PleHorm Mount(SPnM) _�� i Pp�ygrwave TT0&19D8111-001(ATI)�175 4 F7 DISH 1� � ' i � PaxaweveTT08-79D8117-0Ot(ATI) �t175 � m �, ' Low P��e Pletlorm Mount(ATI) ;175 a i , AP77-1900I090D wlMouM Pipe 1� ' i � ' (Veri2on) i ' ' �' -- 100.0 ft , ------- � � � J `� , _ SYMBOL LIST _____ ' � � MARK SIZE MARKZ-- - SIZE � a A L13Ibx1314x3l16 a MATERIAL STRENGTH _ _ _� s p� —� GRADE --Fy --1------Fu so.o e �-GRADE T---- Fy----r � as ks� se�� '�, `�'i �� A572-50 j 50 ksi 65 ksi � � , , ai � e � � ; TOWER DESIGN NOTES K , 1 Tower is located i�Pasco County.Florida. 2. Tower designed for Exposure B to the TIA-222-G Standard. 3. Tower designed for a 107 mph basic wind in accordance with the TIA-222-G Standard. 4 Deflectio�s are based upon a 60 mph wind. 60.0 ft 5. Tower Structure Class II. 6. Topogrephic Category 1 with Crest Height of 0.00 ft � 7 TOWER RATING:95.1% 0 � n m ^ � � i N � � 400R � � � � ALL REACTIONS ° ' ` J ARE FACTORED J � MAX.CORNER REACTIONS A T BASE. � DOWN: 549 K UPLIFT -493 K zo.o a SHEAR: 57 K � AXIAL � _ ' � 67 K � � , ' _ ' e � SHEAR" I � MOMENT °� J 94 K 1 �} 9738 kip-ft o.o n TORQUE 4 kip-ft "' ° • � REACTlONS-107 mph WIND N � � C � s � Y i yg (�, ; C � "' c c � "si � � � $ � � 3, Excell Communications,Inc. ° T-Mobi(e Zephyrhi0s P'O��LTE Phase 111 6247 Amber Hills Road CIIeM: Drawnby:�tBWaR ^P°'° ___ Verizon Wireless .,� Trussville,AL 35173 �8-- -- -- o�e:p�p��1z �� NTS Phone: 205 956-0198 TIA-222-G Make your neN+ork excell � � p�h; ��O'E-� FAX. 205 956-2632 Feedline Plan • Rountl Flet qpp In Fece App Out Face `,. •" (12)LDF7-50A(1-5/8 FOAM)(Sprint��~ ��AT&T) : � •� 3 �L i• (12)LDF7-50A(1-518 FOAM)(Verizoryr��' •��,��• •��• � •��• QG o�� e,�o OP�,�� P�,� F y�� \�\� p` P h�P �1y ��,�0��" `ry,�0 � ^ Excell Communications,Inc. ° T-Mobile Zephyrhflls P�LTE Phase Ill 6247 Amber Hills Road �.8��. o,�,,,,,bY. fwda Verizon Wireless cstewart �'e �,.,� Trussville,AL 35173 c�ae:TiA-2z2-� oe�e:o�p��Z Nrs Meke your netwwk excell Pho�e:(205)956-0198 owg No.E_� PeN: FAX. 205 956-2632 Page �ob 1 of 13 tnxTower T-Mobile Zephyrhills Date Project p7:27:50 08101112 Excell Communications,Inc. LTE Phase III 6247 Amber HilJs Road Designed by Trussville,AL 35/73 Cllent cstewart Phone:(205)956-0198 Verizon Wireless FAX.(105)956-1632 Tower In ut Data The main tower is a 3x free standing tower with an overall height of 190.00 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 8.00 ft at the top and 21.33 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,Fiorida. Basic wind speed of 107 mph. Structure Class II. Exposure Category B. Topographic Category 1. Crest Height 0.00 ft. Deflections calculated using a wind speed of 60 mph. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. O tiOnS Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Legs Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals � Assume Rigid Index Piate � Calculate Redundant Bracing Forces Consider Moments-Diagonals I nore Redundant Members in FEA Use Moment Magnification � Use Clear Spans For Wind Area g � Use Clear Spans For KL/r SR Leg Bolts Resist Compression � Use Code Stress Ratios � All Le Panels Have Same Allowable � Use Code Safety Factors-Guys � Retension Guys To Initial Tension g Bypass Mast Stability Checks Offset GiR At Foundation Escalate Ice � Consider Feedline Torque plways Use Max Kz � Use Azimuth Dish Ccefficienu Include Angle Block Sheur Check Use Special Wind Profile � Project Wind Area of Appurt. po�� Autocalc Torque Arm Areas � Include Bolts In Member Capacity SR Members Have Cut Ends Include Shear-Torsion Interaction � Leg Bolts Are At Top Of Section Alwa s Use Sub-Critical Flow � Secondary Horizontal Braces Leg Sort Capacity Reports By Component Y � Trian ulate Diamond Inner Bracing Use Top Mounted Sockets Use Diamond In�er Bracing(4 Sided) g Add IBC.6D+W Combination Page .1ob 2 of 13 tnacTower T-Mobile Zephyrhills Date P�Oje� 07:27'S0 08101/12 Excell Co�nmunications,Inc. LTE Phase III 6247 Amber Hi!!s Road Designed by Trussville,AL 35173 Cllent Phone. (105)956-0/98 Verizon Wireless cstewart FAX. (205)956-2632 Wind 180 Lea A W ind 90 '� �--� � �° o B �a Leg C Z � Face C Wind Normal Trfanaular Tower Tower Section Geomet _..�..�..� Tower Assembly Description Section Number Section Tower Width oj Length Section Elevation Database Sections � � _. ��. ___��.�. 8.00 .._�_ - 10.00 T� �190.00-180.00 g� � 20.00 T2 180.00-160.00 8.00 1 20.00 T3 160.00-140.00 9 6� t 20.00 T4 140.00-120.00 ��33 � 20.00 TS 120.00-100.00 1300 � 20.00 T6 100.00-80.a0 14.67 1 20.00 T7 80.00-60.00 1633 � 20�� Tg 60.00-40.00 �8�� 20.00 T9 40.00-20.00 19 67 � ��20.00 .a�.� T10 20.00-0.00 m.,�.c,..�.�-..,_ w.,..� �- °'�.�. Tower Section Geomet cont'd p y� Has Top Girt Bottom Girt Tower ~� Tower Diagonal Bracing K grace Horizontals OJjset O,�J'set Section Elevation Spacrng Type End Panels in in �._� �� _ . �._ - No Yes 0.0000 0.0000 7'j 190.00-180.00 5.00 X Brace �� pp X Brace No Yes TZ 180.00-160.00 5.00 No yes 0.0000 0.0000 T3 160.00-140.00 6.67 X Brace �� 0.0000 X Brace No Yes T4 140.00-120.00 6.67 X Bnce No Yes 0.0000 0.0000 TS 120.00-]00.00 6.67 Page .Job 3 of 13 tnacTower T-Mobile Zephyrhills Date Pro)ect Q7:27:50 08101/12 Excell Communications,Inc. LTE Phase III 6247 Amber Hrlls Road Deslgned by Trussville,AL 35173 Cllent Phone. (205)956-0l98 Verizon Wireless cstewart FAX. (205)956-2631 ��.,�....f,� Has�� Has... . �.�. ToP Gin.._. ..�.a.Botrom Girt. M Tower , v�� 'Tower��y �Diagona! .��4 Bracing Ofj'set OfJ"set K Brace Horizontals Section Elevatron Spacing TyPe End Panels 'n _ in �w� ��, � �--- � No -,.� .w�.�Yes 0.0000� 0.0000 T6 100.00-80.00 10.00 X Brace YeS 0.0000 0.0000 10.00 X Brace NO 0.0000 T7 80.00-60.00 X Brace No Yes 0.0000 Tg 60.00-40.00 10.00 YeS 0.0000 0.0000 �p,pp X Brace NO 0.0000 T9 40.00-20.00 X Brace No Yes 0.0000 ,_,�. T10 20.00-0.00 10.00 Tower Section Geomet cont'd Le Diagonal Diagona! Diagonal Tower �QS Leg g T e S�Ze Grade Elevation Type Size Grade YP �_. -._ A36 T1 190.00-180.00 Pipe P2.Sx.203 A572-50 Single Angle Ll 3/4x1 3/4x3/l6 (36 ksi) (50 ksi) A36 P3.Sx.226 A572-50 Single Angle L2x2x3l16 T2 180.00-160.00 Pipe (36 ksi) (50 ksi) A36 PSx.258 A572-50 Single Angle L2 I/2x2 1/2x3/16 T3 160.00-140.00 P�Pe (36 ksi) (50 ksi) A36 PSx.258 A572-50 Single Angle L3x3x3/16 T4 140.00-120.00 P�Pe (36 ksi) (50 ksi) A36 P8x.322 A572-50 Single Angle L3x3x3/16 TS 120.00-100.00 Pipe (36 ksi) (50 ksi) A36 T6 100.00-80.00 Pipe P10x.365 A572-50 Single Angle L3 1/2x3 1/2x1/4 �36 ksi) (50 ksi) A36 T7 80.00-60.00 Pipe PIOx.365 A572-50 Single Angle L3 1/2x3 1/2x1/4 �36 ksi) (50 ksi) A36 P12x.375 A572-50 Single Angle L3 1/2x3 l/2x3/8 T8 60.00-40.00 P�Pe (50 ksi) (36 ksi) A36 T9 40.00-20.00 Pipe P12x375 A572-50 Single Angle L3 1/2x3 1/2x3/8 �36 ksi) (50 ksi) A36 ROHN 12 EH A572-50 Single Angle L4x4x3/8 T10 20.00-0.00 P�Pe (50 ksi) � ��(36 ksi � Tower Section Geomet cont'd Bottom Girt Bottom Girt � Tower Top Girt Top Girt Top Girt Bottom Girt Grade Elevation Type Size Grade Type Size --�� A36 Solid Round A36 '�"_"�`��- � _� -�- L3 1/2x3 1/2xU4 (36 ksi) Tl 190.00-180.00 Single Angle (36 ksi) A36 Solid Round A36 T2 I80.00-160.00 Single Angle L3 1/2x3 1/2x1/4 (36 ksi) (36 ksi) A36 Solid Round A36 T3 160.00-140.00 Single Angle L3 1/2x3 l/2x3/8 (36 ksi) (36 ksi) A36 A36 Solid Round (36 ksi) r4 140.00-120.00 Single Angle L3 1/2x3 1/2x3/8 �36 ksi) A36 Solid Round A36 TS 120.00-100.00 Single Angle L4x4x3/8 (36 ksi) (36 ksi) A36 L4x4x3/8 A36 Solid Round (36 ksi) T6 100.00-80.00 Single Angle (36 ksi) A36 Solid Round A36 T7 8a.00-60.00 Single Angle LSx5x5/16 (36 ksi) (36 ksi) A36 T8 60.00-40.00 Single Angle LSx5x5/16 A36 Solid Round Page .lob 4 of 13 tr�zTower T-Mobile Zephyrhills Date Project p7:27:50 08f01112 Excell Communications,/nc. LTE Phase III 6247 Amber Hills Road Designed by Trussvil/e,AL 35173 Cllent Phone:(205)956-Oi98 Verizon Wireless cstewart FAX:(205)956-2632 �wTower� Tap Girt � ��. m7'oP Girt w� Top Girt�Boftom Girt�� ,^ 4y Bottom Grrt �.� �ottom Grrt Elevation Type Size Grade Type Size Grade ft (36 ksi) (36 ksi) A36 Solid Round A36 T9 40.00-20.00 Single Angle LSx5x5/16 (36 ksi) (36 ksi) A36 LSx5x5/16 A36 Solid Round (36 ksi) T10 20.00-0.00 Single Angle (36 ksi) m.,...,..�. ---- Tower Section Geomet cont'd To�'� Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. �S`bch Bo�1e DSti�ch Bo�le Thrckness Af Factor Elevafion Area A Spacing Spacing (per face) Diagonals Horizontals in -_ in � 1'r in _._ .�_ ._ ... ... __; - � 36.0000 y 36.0000 T1 0.00 0.0000 � A36 190.00-180.00 (36 ksi) � � � 36.0000 36.0000 TZ p,pp 0.0000 A36 180.00-160.00 (36 ksi) � � 36.0000 36.0000 T3 0.00 0.0000 A36 l 160.00-140.00 (36 ksi) 36.0000 :�6.0000 T4 0.00 0.0000 A36 � � 1 140.00-120.00 (36 ksi) t � 36.0000 :56.0000 TS 0.00 0.0000 A36 � 120.00-]00.00 (36ksi) 36.0000 i6.0000 T6 0.00 0.0000 A36 � � � 100.00-80.00 (36 ksi) � 36.0000 36.0000 T7 80.00-60.00 0.00 0.0000 A36 1 � (36 ksi) 36.0000 36.0000 T8 60.00-40.00 0.00 0.0000 A36 � � 1 (36 ksi) 36.0000 36.0000 T9 40.00-20.00 0.00 0.0000 A36 � � 1 (36 ksi) 36.0000 36.0000 T10 20.00-0.00 0.00 0.0000 A36 t 1 1 (36 ksi) ..�..� ..�..._._..�_A._�..,�..,..�..�_.�......_,..... Tower Section Geomet cont'd �...o,w..�.. �.�_..,..,�-.....a.�..a-..�m,�.�.,...w..,�,. K Factors .�..�..�..,..�...............�..-.....a..�.��.,... Tower Calc Calc Legs X K Single Girts Horiz. Sec. Inner Elevation K K Brace Brace Diags Horiz. Brace Single Solid Drags Drags X X X X Angles Rounds X X X Y Y Y Y Y Y Y � ' � � � � j � 1 7'� Yes Yes � � � 1 190.00-180.00 � � � � ' � � � � I T2 Yes Yes � ' ' � � � t 1 180.00-160.00 � � � ► l � T3 Yes Yes ► � � � 1 160.00-140.00 � � � � � � � 1 � � 1 T4 Yes Yes 1 � � � � 1 140.00-120.00 � � � 1 � � � � � TS Yes Yes 1 f � � � t � 1 120.00-100.00 Page ,Iob 5 of 13 tnxTower T-Mobile Zephyrhills Date Project Q7:27:50 08/01/12 Excel[Communications,Inc. LTE Phase III 6247 Amber Hilis Road Designed by Trussville,AL 35173 Client Phone:(205)956-0198 Verizon Wireless cstewart FAX. (205)956-1631 .._ . . ._._�._... n. _ . _.. �- ... .�... _ � __.. ._.. `KFactors'....._..._. ._...,�_....._,.a._ __� ..... Tower Calc Calc Legs X K Single Girts Horiz. Ho iz. B ace Elevation K K Brace Brace Diags Single Solid Drags Drags X X X X Angles Rounds X X X Y Y Y Y Y y Y __� � � ._. ,._ - �_ i_ �_ �._ j T6 Yes Yes t > i l 1 1 1 � � � 1 � 100.00-80.00 � � � � 1 � T7 Yes Yes 1 1 1 � � 1 80.00-60.00 1 1 1 � I T8 Yes Yes 1 � ; � � � � 1 60.00�0.00 � � 1 l 1 � � T9 Yes Yes l � � � � t � 1 40.00-20.00 � 1 1 1 � � � TIO Yes Yes 1 � � 1 1 � � 1 20.00-0.00 �Note:K factors are applied to member segment lengths.K-braces without inner supporting members will have the Kfactor in the out-of-plane direction applie to the overa[I length. Tower Section Geomet cont'd � Tower � Leg � Diagonal Top Girt Bottom Girt Mid Girt Long Horizonlal�Short Ho-r�zon�a� Elevatron � - .h �_.____._ _ --- � Net "_-_ U Net -___U---�"Net _ 11 'Net Width U Net Width µU Net Width U Net W U Width ' Wrdth � Width � Deduct Deduct Deduct Width Deducf ; Deduct , Deduct � i� �n � in Deduct , � �n �n tn � in Tj O� 0.0000 1 0.0000 0.75 ± 0.0000 0.75 0.0000 0.75 ' 0.0000 0.75 ± 0.0000 0.75 , 0.0000 0.75 190.00-180.0 � TZ 0.0000 1 � 0.0000 0.75 1 0.0000 0.75 0.0000 0.75 � 0.0000 0.75 i 0.0000 0.75 j 0.0000 0.75 j 180.00-160.00 1 T3 � 0.0000 1 � 0.0000 0.75 ' 0.0000 0.75 0.0000 0.75 0.0000 0.75 � 0.0000 0.75 i 0.0000 0.75 160.00-140.00� ' T4 � 0.0000 1 � 0.0000 0 75 ; 0.0000 0.75 � 0.0000 0.75 � 0.0000 0.75 � 0.0000 0.7'i ' 0.0000 0.75 140.00-120.00� � � TS E o.0000 1 ; 0.0000 0.75 � 0.0000 0.75 0.0000 0.75 � 0.0000 0.75 { 0.0000 o.7:i o.0000 0.75 120.00-100.00� T6 i 0.0000 1 � 0.0000 OJS 0.0000 0.75 � 0.0000 0.75 ` 0.0000 OJS ` 0.0000 0.75 0.0000 0.75 100.00-80.00 � T7 80.00-60.00 0.0000 1 � 0.0000 0.75 ' 0.0000 0.75 j 0.0000 0.75 � 0.0000 0.75 � 0.0000 0.75 0.0000 0.75 T8 60.00-40.00� 0.0000 1 � 0.0000 0.75 �, 0.0000 0.75 � 0.0000 OJS ; 0.0000 0.75 ' 0.0000 0.75 � 0.0000 0.75 � 'C9 40.00-20.00 0.0000 l � 0.0000 0.75 0.0000 0.75 0.0000 0.75 i 0.0000 0.75 I 0.0000 0.75 � 0.0000 0.75 T10 20.00-O.00I 0.0000 � l� I 0.0000 �0.75 � 0.0000 0.75 0.0000 0.75 � 0.0000 �0.75 ��Q, OJS � 0.0000 � 0.75 Tower Section Geomet cont'd � Tower � Leg Leg � Diagonal � Top Girt � Bottom Girt Mid Girt �Long Horizontal Short Horizontal Elevation Connection � � _ __ fr Type . . .�- - -- � _._..__� Bolr Srze No. � Bolt Size No. � 6olt Size No. Bolt Size No. Bolt Size No. �Bol'n ize No. Bol'n ize No. in } � �n �� in �n - T'� Flange 0.7500 4 ( 0.5000 2 � 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 190.00-180.00 A325N E A325N A325N ; A325N A325N A325N j A325N 7'z Flange 0.8750 4 � 0.5000 2 � 0.6250 0 ; 0.6250 0 0.6250 0 � 0.6250 � j p325N O 180.00-160.00 A325N i A325N i A325N ! A325N ; A325N A325N . Page dob 6 of 13 tr�cTower T-Mobile Zephyrhills Date Project p7:27:50 08101112 Excell Communications,Inc. LTE Phase III 6247 Amber HilJs Road pesigned by Trussville,AL 35!73 Client Phone.(105)956-0198 Verizon Wireless cstewart FAX.(205)956-2632 ......,.�..........»».-..,...�.. .w..�......�...�,.�..�.._. " µLe m � µD�aSona� ` � Top Girt� � Bottom Girt j Mid Girt �Long Horizontal!Short Horizontal Tower Leg S � ` Elevation Connection ; ; � E _ _ ft TYpe � Bolt Size No. � Bolt Size No. � Bolt Size No. � Bolt Size No. I Bal'n ize No. 'Bol'�size PJo. ;Bol;p ize No. in � in � in _t___.�_ in �-_- T3 Flange 1.0000 6 0.7500 1 1 0•6250 0 � 0.6250 � A325N O A325N O � A325N O 160.00-140.00 A325N A325N A325N � A325N ( T4 Flange 1.5000 4 , 0.6250 2 j 0.6250 � i p325N o � A325N O � A325N o A325N 140.00-120.00 A325N i A325N A325N TS Flange 1.500 0 6 0.6 2 5 0 2 � 0.6 2 5 0 0 � 0.6250 � p325N o A325N o } A 3 2 5 N O 120.00-100.00 A325N A325N ! A325N � A325N T6 Flange 1.5000 6 0.7500 2 i 0.6250 0 j 0.6250 � A325N O A325N O � A325N ]00.00-80.00 A325N A325N ! A325N � A325N � T7 80.00-60.00 Flange 1.5000 6 � 0.6250 2 i 0.6250 � � A3 5N O A325N O A325N O ' A325N O A325N � A325N A325N T8 60.00-40.00 Flange 1.5000 6 � 0.7500 2 � 0.6250 � ' A325N � 0.6250 � A325N 0 � A325N O A325N A325N i A325N � A325N T9 40.00-20.00 Flange 1.5000 6 � 0.7500 2 j 0.6250 � � A325N 0 � A325N o � A325N o ! A325N o A325N E A325N � A325N T10 20.00-0.00 Flange 2.2500 6 0.7500 2 ; 0.6250 � � p325N O A325N O ! A325N O � A325N o _ A325N A325N j A325N ,_.,.�.-.--...._�,.,.��.�.,,-�~°-- Feed Line/Linear A urtenances - Entered As Round Or Flat Description Face Allow Component Placement Face L°�Se 1 # per Spacang Diameter f�erimeter Weight� or Shield Type O„(J'ser OJJ' in (Frac FW) . Row rn in in � .� �e$ �~ � ��_ 25 12 " 0.5000 1.9800 0.82 LDF7-SOA C No Ar(CaAa) 100.00-0.00 0.0000 � 1,9g00 (1-5/8 FOAM) (T-Mobile) 24 12 0.5000 1.9800 0�82 LDF7-SOA C No Ar(CaAa) 190.00-100.00 0.0000 � 1.9800 (l-5/8 FOAM) (T-Mobile) 0.82 LDF7-SOA B No Ar(CaAa) 175.00-0.00 0.0000 '�•25 �9 �2 �.9800 1'9800 (1-5/8 FOAM) (AT&T) 0.08 LDF2-50(3/8 B No Ar(CaAa) 175.00-0.00 0.0000 -0.25 3 3 0 4400 �•4400 FOAM) (AT&T) 033 LDFS-SOA B No Ar(CaAa) 175.00-0.00 0.0000 '�•25 � � �j 0900 �•0900 (7/8 FOAM) (AT&T) 0.08 LDF2-50(3/8 B No Ar(CaAa) 175.00-0.00 0.0000 -�•25 � � �j.9800 0.4400 FOAM) (AT&T) 0'8z LDF7-SOA A No Ar(CaAa) 150.00-0.00 0.0000 03 �2 �z �9800 1'9800 (1-5/8 FOAM) (Sprint) 0'82 LDF7-SOA C No Ar(CaAa) 140.00-0.00 0.0000 -03 12 12 0:98 0� I.9800 (1-5l8 FOAM) (Metro PCS) 0•82 LDF7-SOA A No Ar(CaAa) 160.00-0.00 0.0000 -0.25 �z 6 �,9800 '98� (1-5/8 FOAM) __ ,.., .m. (Verizon) ..........,...�___�.._,.o.._... M_..»_....��.�....------ --^--°--°---^-°-.�..,.�...__......m,.�.�.,. Feed Line/Linear A urtenances Section Areas Page .lob 7 of 13 � t»xTower T-Mobile Zephyrhills Date Project p7:27;50 08101112 Excell Communications,Inc. LTE Phase III 6247 Amber Hills Road pggigned by Trussville,AL 35173 Client Phone:(205)956-0198 Verizon Wireless cstewart FAK(205)956-2632 .._ a........ ...�...�.. ...�t.�........_ ._.. .CAAA...,...... `' AA .'°"--,. Weighr� ........ »Face•.wm- AF' ��. Tower Tower /n Face Out Face Sectron Elevation � � � K �__.__ � _�.._ . - _" 0.000 0.000 0.000 0.000 0.00 T1 190.00-]80.00 A 0.00 g 0.000 0.000 0.000 0.000 C 0.000 0.000 47.520 0.000 0.20 T2 180.00-160.00 A 0.000 0.000 0.000 0.000 O�4 g 0.000 0.000 60.705 0.000 C p.ppp 0.000 95.040 0.000 0.39 T3 160.00-140.00 A 0.000 0.000 71.280 O.U00 030 g 0.000 0.000 80.940 0.000 0 39 C 0.000 0.000 95.040 �•�� 039 T4 140.00-120.00 A 0.000 0.000 95.040 0.000 g 0.000 0.000 80.940 0.000 032 C 0.000 0.000 142.560 0.000 0.59 T5 12Q.00-100.00 A 0.000 0.000 95.040 0.000 039 g 0.000 0.000 80.940 0.000 032 C 0.000 0.000 142.560 0.000 0.59 T6 100.00-80.00 A 0.000 0.000 95.040 0.000 0.39 g 0.000 0.000 80.940 0.000 032 C 0.000 0.000 146.520 0.000 039 T7 80.00-60.00 A 0.000 0.000 95.040 �•a� g 0.000 0.000 80.940 0.000 0 61 C 0.000 0.000 146.520 �•�� 039 Tg 60.00-40.00 A 0.000 0.000 95.040 0.000 g 0.000 0.000 80.940 0.000 0.32 C Q,app 0.000 146.520 0.000 0.61 T9 40.00-20.00 A 0.000 0.000 95.040 0.000 0.39 g 0.000 0.000 80.940 0.000 032 C 0.000 0.000 146.520 0.000 0.61 T10 20.00-0.00 A 0.000 0.000 95.040 0.000 039 g 0.000 0.000 80.940 0.000 032 C 0.000 0.000 146.520 ��0.000 0.61 Feed Line Center of Pressure _., ,._�.W.�. CPX .r...._.._ CPZ _.�.�._. CPX ._._�.... CPZ .�. Section Elevation �Ce �Ce f�_� in in in in T� 190.00-180.00 0.0000 5 4039 0.0000 5 4039 TZ 180.00-160.00 1.2047 0.4606 1.2047 0.4606 T3 160.00-140.00 -0.7315 -1.2493 -0.7315 -I.2493 T4 140.00-120.00 0.4642 -0.6750 0.4642 -0.6750 TS 120.00-100.00 0.5083 -0.7553 0.5083 -0.7553 r6 100.00-80.00 0.5575 -0.6606 0.5575 -0.6606 T7 80.00-60.00 0.6145 -0.7523 0.6145 -0.7523 Tg 60.00-40.00 0.6574 -0.8258 0.6574 -0.8258 T9 40.00-20.00 0 7133 -0.9149 0.7133 -0.9149 T10 20.00-0.00 mw .�,�0.7588 �� -0.9�,�,,�,�„0.7588 m -0.9901 .� Shieldin Factor Ka Descri tion Feed Line Ko K� Tower Feed Line P Se ment E(ev No Ice ��e Section Record No. Job Page � ttzxTower T-Mobile Zephyrhills 8 of 13 Project Date Excell Communications,Inc. LTE Phase III 07:27:50 08/01/12 6247 Amber Hi!!s Road Trussvrlle,AL 35173 Client Deslgned by Phone. (105)956-0198 Verizon Wireless cstewart FAX.(205)956-2632 Tower Feed Line Description Feed Line K„ Ko Section Record No. Se ment Elev No/ce ��e T� 2 LDF7-SOA(1-5/8 FOAM) 180.00- 0.6000 0.6000 190.00 T2 2 LDF7-SOA(1-5/8 FOAM) 160.00- 0.6000 0.6000 180.00 7'z 3 LDF7-SOA(1-5/8 FOAM) 160.00- 0.6000 0.6000 175.00 T2 4 LDF2-50(3/8 FOAM) 160.00- 0.6000 0.6000 175.00 T2 5 LDFS-SOA(7/8 FOAM) 160.00- 0.6000 0.6000 175.00 r2 6 LDF2-50(3/8 FOAM) 160.00- 0.6000 0.6000 175.00 T3 2 LDF7-SOA(1-5/8 FOAM) 140.00- 0.6000 0.6000 160.00 T3 3 LDF7-SOA(1-5/8 FOAM) 140.00- 0.6000 0.6000 160.00 T3 4 LDF2-50(3/8 FOAM) 140.00- 0.6000 0.6000 160.00 T3 5 LDFS-SOA(7/8 FOAM) 140.00- 0.6000 0.6000 160.00 T3 6 LDF2-50(3/8 FOAM) 140.00- 0.6000 0.6000 160.00 T3 7 LDF7-SOA(1-5/8 FOAM) 140.00- 0.6000 0.6000 150.00 T3 9 LDF7-SOA(1-5l8 FOAM) 140.00- 0.6000 0.6Q00 160.00 T4 2 LDF7-SOA(1-5/8 FOAM) 120.00- 0.6000 0.6000 140.00 T4 3 LDF7-SOA(1-5/8FOAM) 120.00- 0.6000 0.6000 140.00 T4 4 LDF2-50(3/8 FOAM) 120.00- 0.6000 0.6000 140.00 T4 5 LDFS-SOA(7/8 FOAM) 120.00- 0.6000 0.6000 140.00 T4 6 LDF2-50(3/8 FOAM) 120.00- 0.6000 0.6000 140.00 7"4 7 LDF7-SOA(i-5/S FOAM) 120.00- 0.6000 0.6000 140.00 T4 8 LDF7-SOA(I-5/8 FOAM) 120.00- 0.6000 0.6000 140.00 T4 9 LDF7-SOA(1-5/8 FOAM) 120.00- 0.6000 0.6000 140.00 TS 2 LDF7-SOA(1-5/8 FOAM) 100.00- 0.6000 0.6000 120.00 TS 3 LDF7-SOA(1-5/8 FOAM) 100.00- 0.6000 0.6000 120.00 TS 4 LDF2-50(3/8 FOAM) 100.00- 0.6000 0.6000 120.00 TS 5 LDFS-SOA(7/8 FOAM) 100.00- 0.6000 0.6000 120.00 TS 6 LDF2-50(3/8 FOAM) 100.00- 0.6000 0.6000 120.00 TS 7 LDF7-SOA(1-5/8 FOAM) 100.00- 0.6000 0.6000 120.00 TS 8 LDF7-SOA(1-5/8 FOAM) 100.00- 0.6000 0.6000 120.00 i'S 9 LDF7-SOA(1-5/8 FOAM) 100.00- 0.6000 0.6000 120.00 T6 1 LDF7-SOA(i-5/8 FOAM) 80.00-100.00 0.6000 0.6000 T6 3 LDF7-SOA(I-5/8 FOAM) 80.00-100.00 0.6000 0.6000 T6 4 LDF2-50(3/8 FOAM) 80.00-100.00 0.6000 0.6000 T6 5 LDFS-SOA(7/8 FOAM) 80.00-100.00 0.6000 0.6000 Job Page tttacTower T-Mobile Zephyrhills 9 of 13 Project Date Excell Communications,/nc. LTE Phase III 07:27:50 08/01/12 6247 Amber Hi!!s Road Trussville,AL 35/73 Cllent Designed by Phone:(205)956-0198 Verizon Wireless cstewart FAX.(205)956-2632 Tower Feed Lrne Descriplion Feed Line K„ Ka Sectron Record No. Se ment Elev No/ce /ce T6 6 LDF2-50(3/8 FOAM) 50.00-]00.00 0.6000 0.6000 T6 7 LDF7-SOA(1-5/8 FOAM) 8a.00-100.00 0.6000 0.6000 T6 8 LDF7-SOA(1-5l8 FOAM) 80.00-100.00 0.6000 0.6000 T6 9 LDF7-SOA(1-5/8 FOAM) 80.00-100.00 0.6000 0.6000 T7 1 LDF7-SOA(1-5/8 FOAM) 60.00-80.00 0.6000 0.6000 T7 3 LDF7-SOA(1-5/8 FOAM) 60.00-80.00 0.6000 0.6000 T7 4 LDF2-50(3/8 FOAM) 60.00-80.00 0.6000 0.6000 T7 5 LDFS-SOA(7/8 FOAM) 60.00-80.00 0.6000 0.6000 T7 6 LDF2-50(318 FOAM) 60.00-80.00 0.6000 0.6000 T7 7 LDF7-SOA(1-5/8 FOAM) 60.00-80.00 0.6000 0.6000 T7 8 LDF7-SOA(1-5/8 FOAM) 60.00-80.00 0.6000 0.6000 T7 9 LDF7-SOA(I-5/8 FOAM) 60.00-80.00 0.6000 0.6000 Tg 1 LDF7-SOA(1-5/8 FOAM) 40.00-60.00 0.6000 0.6000 T8 3 LDF7-SOA(1-5/8 FOAM) 40.00-60.00 0.6000 0.6000 Tg 4 LDF2-50(3/8 FOAM) 40.00-60.00 0.6000 0.6000 T8 5 LDFS-SOA(7/8 FOAM) 40.00-60.00 0.6000 0.6000 T8 6 LDF2-50(3/8 FOAM) 40.00-60.00 0.6000 0.6000 Tg 7 LDF7-SOA(1-5/8 FOAM) 40.00-60.00 0.6000 0.6000 Tg 8 LDF7-SOA(1-5/8 FOAM) 40.00-60.00 0.6000 0.6000 Tg 9 LDF7-SOA(1-5/8 FOAM) 40.00-60.00 0.6000 0.6000 T9 1 LDF7-SOA(i-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T9 3 LDF7-SOA(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T9 4 LDF2-50(3/8 FOAM) 20.00-40.00 0.6000 0.6000 T9 5 LDFS-SOA(7/8 FOAM) 20.00-40.00 0.6000 0.6000 T9 6 LDF2-50(3/8 FOAM) 20.00-40.00 0.6000 0.6000 T9 7 LDF7-SOA(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T9 8 LDF7-SOA(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T9 9 LDF7-SOA(1-5/8 FOAM) 20.00-40.00 0.6000 0.6000 T10 1 LDF7-SOA(1-5/8 FOAM) 0.00-20.00 0.6000 0.6000 T10 3 LDF7-SOA(1-5/8 FOAM) 0.00-20.00 0.6000 0.6000 T10 4 LDF2-50(3/8 FOAM) 0.00-20.00 0.6000 0.6000 T10 5 LDFS-SOA(7/8 FOAM) 0.00-20.00 0.6000 0.6000 T10 6 LDF2-50(3/8 FOAM) 0.00-20.00 0.6000 0.6000 T10 7 LDF7-SOA(1-5/8 FOAM) 0.00-20.00 0.6000 0.6000 T10 8 LDF7-SOA(1-5/8 FOAM) 0.00-20.00 0.6000 0.6000 T10 9 LDF7-SOA 1-5/8FOAM 0.00-20.00 0.6000 0.6000 Discrete Tower Loads �Descrrption �� Face Offset� OJj`sets: Azimuth � Placement � CAA�� CAA� � Weight� or Type Horz Adjustment Front Side Leg Lateral Vert f � f� fr fr K jr � Lightning Rod 5/8x4' C None 0.0000 190.00 No Ice 0.25 0.25 0.03 TMBX-6517-R2M w/Mount A From Leg 3.00 0.0000 190.00 No Ice 6.05 5 46 0.04 p�pe 0.00 (T-Mobile) 0.00 TMBX-6517-R2M w/Mount B From Leg 3.00 0.0000 190.00 No lce 6.05 5 46 0.04 p�Pe 0.00 (T-Mobile) 0.00 TMBX-6517-R2M w/Mount C From Leg 3.00 0.0000 190.00 No Ice 6.05 5 46 0.04 p�pe 0.00 Job Page � tnxTower T-Mobile Zephyrhills 10 of 13 Project Date Exce[I Communications,Inc. LTE Phase III 07:27:50 08/01/12 6247 Amber Hills Road Trussvrlle,AL 35173 Client Designed by Phone:(105)956-0198 Verizon Wireless cstewart FAX. (205)956-2632 Description �� Face �Ojjse� OJfsets. Azimuth � Plocemen( �Y ��~��CAA,� � C�A�� Weight m� or Type Horz Adjustment Front Side Leg La�eral Vert fr ° ft fr' fr' K I� � _ (T-Mobile) - 0.00 _ _ - -- --- -_. _ (3)RR65-19-OODP w/Mount A From Leg 3.00 0.0000 190.00 No Ice 6.10 4 41 0.05 p�� 0.00 (T-Mobile) �•� (3)RR65-19-OODP w/Mount B From Leg 3.00 0.0000 190.00 No Ice 6.10 4 41 0.05 Pipe 0.00 (T-Mobile) 0.00 (3)RR65-19-OODP w/Mount C From Leg 3.00 0.0000 190.00 No Ice 6.10 4 41 0.05 p�� 0.00 (T-Mobile) 0.00 .Platform Mount with C None 0.0000 190.00 No Ice 35.00 35.00 1.50 Handrails (T-Mobile) (4)l2"xl2"TMA A From Leg 1.00 0.0000 190.00 No Ice 1 40 035 0.05 (T-Mobile) �•� 0.00 (4)12"xl2"TMA B From Leg 1.00 0.0000 190.00 No Ice 1 40 035 0.05 (T-Mobile) 0.00 0.00 (4)l2"xl2"TMA C From Leg 1.00 0.0000 190.00 No Ice 1 40 035 0.05 (T-Mobile) 0.00 0.00 /t##44/it##tit0ti/�k�k#tk• tkti (4)DBXNH-6565B-R2M A From Leg 3.00 0.0000 175.00 No Ice 7.88 6.27 0.04 (AT&T) 0.00 0.00 (4)DBXNH-6565B-R2M B From Leg 3.00 0.0000 175.00 No Ice 7.88 6.27 0.04 (AT&T) 0•� 0.00 (4)DBXNH-6565B-R2M C From Leg 3.00 0.0000 175.00 No Ice 7.88 6.2� 0.04 (AT&T) 0.00 0.00 (3)E15S09P78 A From Leg I.00 0.0000 175.00 No Ice 0.87 039 0.02 (AT&T) 0.00 0.00 (3)E15S09P78 B From Leg 1.00 0.0000 175.00 No Ice 0.87 0.39 0.02 (AT&T) �•� 0.00 (3)E15S09P78 C From Leg 1.00 0.0000 175.00 No Ice 0.87 039 0.02 (AT&T) 0.00 0.00 RRUS-1 I or 12 Perp to Ant A From Leg 1.00 0.0000 175.00 No Ice 1.52 2.94 0.05 (AT&T) 0.00 0.00 RRUS-11 or 12 Perp to Ant B From Leg 1.00 0.0000 175.00 No Ice I.52 2.94 0.05 (AT&T) 0.00 0.00 RRUS-ll or 12 Perp to Ant C From Leg 1.00 0.0000 175.00 No Ice 1.52 2.94 0.05 (AT&T) 0.00 0.00 Powerwave A From Leg 1.00 0.0000 175.00 No Ice 0.92 0.75 0.02 TT08-19DB 111-001 �•� (AT&T) 0.00 Powerwave B From Leg 1.00 0.0000 175.00 No Ice 0.92 0 75 0.02 TTO8-19DB 111-OOl 0.00 (AT&T) 0.00 • Job Page � trrxTower T-Mobile Zephyrhills 11 of 13 Project Date Excell Communications,Inc. LTE Phase III 07:27:50 08/01/12 6147 Amber Hills Road Trussville,AL 35i73 Client Designed by Phone:(105)956-0l98 Verizon Wireless cstewart FAX.(205)956-1631 �� Descrrption Y.T�Y Face �.+YOf,/set^��.•-O,/j'sels. Azimuth ��Placement `�� .�W g_� p C�An� C,✓1� �.Weight or Type Horz Adjuslment Front Side Leg Latera( Vert f � f� fr' fr� K jr Powerwave C From[.eg 0 0.0000 175.00 No Ice 0.92 0.75 0.02 TT08-19DB 111-001 0.� (AT&,'1� 0.00 .Low Profile Platform Mount C None 0.0000 175.00 No Ice 21.00 21.00 1.20 (AT&T) #�t�M#ts�tsttt�t4iii#titkRi ■►4t AP17-1900/090D w/Nlount A From Leg 3.00 0.0000 160.00 No Ice 4.51 335 0.04 Pipe 0.00 (Verizon) 0.00 AP17-1900/090D w/Mount B From Leg 3.00 0.0000 160.00 No Ice 4.51 3.35 0.04 Pipe 0.� (Verizon) 0.00 AP20-1900/063D w/Mount A From Leg 3.00 0.0000 160.00 No Ice 530 3 15 0.04 p�pe 0.00 (Verizon) 0.00 AP20-1900/063D w/Mount B From Leg 3.00 0.0000 160.00 No Ice 530 3 15 0.04 p�pe 0.00 (Verizon) 0.00 (2)AP20-1900/063D C From Leg 3.00 0.0000 160.00 No Ice 5.30 3 15 0.04 w/Mount Pipe 0.00 (Verizon) �•�� X7C-FRO-660�D w/mount A From Leg 3.00 0.0000 160.00 No Ice 10.46 7.53 0.05 p�pe 0.00 (Verizon) �•�� X7GFR0-660-4D w/mount B From Leg 3.00 0.0000 160.00 No Ice 10.46 7.53 0.05 p�pe 0.00 (Verizon) 0.00 X7C-FRO-660-4D w/mount C From Leg 3.00 0.0000 160.00 No Ice 10.46 7.53 0.05 p]pe 0.00 (Verizon) 0.00 .Platform Mount with C None 0.0000 160.00 No Ice 35.00 35.00 1.50 Handrails (Verizon) s*�s«�rswsr«ssiss**s��ss •sss (2)D8950G65E-M w/Mount A From Leg 3.00 0.0000 150.00 No Ice 6.60 5.90 0.04 Pipe 0.� (Sprint) 0.00 (2)DB950G65E-M w/Mount B From Leg 3.00 0.0000 I50.00 No Ice 6.60 5.90 0.04 Pipe 0.00 (Sprint) 0.00 (2)DB950G65E-M w/Mount C From Leg 3.00 0.0000 150.00 No Ice 6.60 5.90 0.04 p�pe 0.00 (Sprint) 0.00 .Low Profile Platform Mount C None 0.0000 150.00 No Ice 21.00 21.00 1.20 (Sprint) •####tttRi#R4kitili�Ytt�kt #4i• (2)KMW A From Leg 3.00 0.0000 140.00 No Ice 6.78 6.78 0.07 HB-X-AW-23-33-OT-RET 0.00 w/mount pipe 0.00 (Metro PCS) (2)KMW B From Leg 3.00 0.0000 140.00 No Ice 6.78 6.78 0.07 HB-X-AW-23-33-OT-RET 0.00 w/mount pipe �.� (Metro PCS) Job Page � tr�xTower T-Mobile Zephyrhilis 12 of 13 ProJect Date Excell Communications,Inc. LTE Phase III 07:27:50 08/01112 6247 Amber Hi!!s Road Trussville,AL 35173 Client Designed by Phone. (205)956-0/98 Verizon Wireless cstewart FAX. (205)956-2631 Description Face OJjset � Offsets^� Azimuth Placement� �W ^� C�AA C,�A� � Weight or Type Horz Adjustment Front Side Leg Laterol Vert ft ° ft ft ft� K f: � _�_ (2)KMW C From Leg 3.00 0.0000 140.00 No Ice 6.78 6.78 0.07 HB-X-AW-23-33-OT-RET 0.00 w/mount pipe 0.00 (Metro PCS) .Low Profile Platform Mount C None 0.0000 140.00 No Ice 21.00 21.00 1.20 (S�� ff� Dishes Description Face Dish O,�'set O,�jsets. Azimuth 3 dB EJevation Outside Aperture Weight or Type Type Horr Adjustment Beam Diameter Area Leg Lateral Wrdth Ver! _�_ � � � ._ .�._ �. _ ,. �_�_. � K 4 FT DISH C Pazaboloid From 1.00 0.0000 100.00 4.00 No Ice 12.56 0 17 w/Shroud(HP) Leg 0.00 0.00 Section Capacity Table � Section Elevation Component ~ Size Critical P ePoi�o„. % � Pass � No. f Type Element K K Capaciry Farl TI 190-180 Leg P2.Sx.203 1 -6.45 57 19 113 Pass Diagonal L1 3/4x1 3/4x3/16 7 -2.22 6.61 33 7 Pass Top Girt L3 1/2x3 1/2xl/4 4 -0.76 22.89 33 Pass T2 180-160 Leg P3.Sx.226 20 -39.03 104.06 37.5 Pass Diagonal L2x2x3/16 25 -6.02 9.59 62.7 Pass TopGirt L31/2x31/2xl/4 23 -038 22.89 1.6 Pass T3 160-140 Leg PSx.258 49 -87 42 169 40 5 L6 Pass Diagonal L21/2x21/2x3/16 55 -8.90 1147 77.6 Pass 80.8(b) TopGirt L31/2x31/2x3/8 53 -OJO 33.66 0.3 Pass T4 l40-120 Leg PSx.258 73 -147 47 169 40 87 1 Pass Diagonal L3x3x3/l6 82 -11.26 15.87 71.0 Pass Top Girt L3 1/2x3 1/2x3/8 77 -130 26.62 4.9 Pass TS 120-100 Leg P8x322 97 -210.53 357.97 58.8 Pass Diagonal L3x3x3/16 106 -12.53 1412 88.7 Pass Top Girt L4x4x3/8 l01 -1.80 29.50 6.1 Pass T6 100-80 Leg P10x365 121 -27030 495.57 54.5 Pass Diagonal L31/2x31/2x1/4 128 -16.02 20.56 77.9 Pass 1'op GiR L4x4x3/8 126 -2.15 24.86 8.6 Pass T7 80-60 Leg PIOx365 139 -336.15 495.57 67.8 Pass Diagonal L3 1/2x3 I/2x1l4 146 -U.OS 17.94 95.1 Pass Top Girt LSx5x5/16 143 -3.25 31.06 10.5 Pass T8 60-40 Leg P12x375 157 -402.30 620.89 64.8 Pass Diagonal L3 I/2x3 U2x3/8 t67 -18.55 23.29 79.6 Pass Top Girt LSx5x5/16 l61 -3.87 26.47 14.6 Pass • trixTower �ob Page T-Mobile Zephyrhills 13 of 13 Project Date Excell Communications,/nc. 6247 Amber Hills Road LTE Phase I I I 07:27:50 08/01/12 Trussville,AL 35173 Client Designed by Phone:(20S)956-0198 Verizon Wireless FAX.•(205)956-1632 cstewart . k�..<. �.......,.ro....�..,_�_ ��..a,.....�,n. _ . ._,.. ..... __�. _�,._. ..... .. <..,..,�.. ..�.,�..»..�. _.........__.m ..._.�,... Section Elevation Component Size Crilica! P eP„��„„. io Pass No. f TYPe Element K K Capacity Fai! T9 40-20 Leg P12x375 l75 -467.75 620.89 75.3 Pass Diagonal L3 I/2x3 1/2x3/8 184 -19 44 20.59 94.4 Pass Top Girt LSx5x5/l6 U9 -4.47 23.15 19.3 Pass TI O 20-0 Leg ROHN 12 EH 193 -532.63 818.61 65 1 Pass Diagonal L4x4x3/8 202 -20.99 26.49 79.3 Pass Top Girt LSx5x5/16 197 -3.98 20.15 19.8 Pass Summary Leg(T4) 87 1 Pass Diagonal 951 Pass (T7) Top Girt 19.8 Pass (Tl0) Bolt Checks 80.8 Pass .�.-.. ,��.,.,�..,,.,,._� RATING= 95.1 Pass Program Version 6.0.0.8-9/7/2011 File:R./Site Development 2010 ForwardNerizon Wireless/Florida/LTE Phase III Reg temp foldexs/T-Mobile Zephryhills/Structural Analysis 7-27-12/T-Mobile Zephyrhills 190 SST.eri � x � w N n ;] z 0 � _ � o�° � o d m m D �D � m v�i � � �� n � �s� � _ � � m � D m Q° � ,,,,,, X z �o � z =7° z m � D � � D � N �' O � z o�o v� � � � �' � � r � � O N o < _ � o � z 5 8m S� C� � J � y C% � �. � � z m � �,�� - � � � N v� p � r = �g m � � D � ~ �� ,�,St � � � � M'�"� � o D r7o p � � � � rn � � � m m � , � � � o � � 2om st � �'+ , � � r � �D r � � � � CD � � � n � c,� c-7 ;�� -=� m � �Kd � � � U m` � °z �: o m � � m � o �� m D � c-� � � � -1 a `� � ,z = m 0 � � r �C � �� trr� �n � � � O SN � � .� < O � m: o �� _ � � 1 N � � - � m � p � i� � � .�--� � _ � I�TI C � � � � � i� �-�C � � \,^,1 � n �? � ;� � (�� ; iv � = p �mm0 � r} � --3 � � � 0 i N � � � � ��, y j ----- �J p � � � ap OD �l C � �� o � m � N � � � � �� O W � � � � � D � � � � CA � p O � "� O i O O J O rn � m -� Z f� � xm C � � � � � c -i � � z Z Z � rn:acnc�va�v�o�oz rn � � D m ��crnn3v7DO0� � � � m .. 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