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Home My WebLink About1590 E Lake Mary Blvd; 18-3828; CELL TOWERj,U1t3 0 3 `/Y8 SEP 1 TN D A-2 L;" 03/s0 CITY OF , Building & Fire Prevention DivisionSx$ kNFORD,.©--- PERMIT APPLICATION rllaE orPAhzMlN'r cc>> Application No: Documented Construction Value: $ 20,000 Job Address: 1590 E. Lake Mary Blvd. Sanford, FL 32773 Historic District: YesalloF—1 Parcel ID: 07-20-31-300-017C-0000 Residential Commercial d/ Type of Work: New Addition Alteration'E]Repair Demo Change of Use[--] Move Description of Work: Adding antennas to an existing cell tower ' "rar'-zMnm90 Plan Review Contact Person: Rob Sidwell Title: Permit Specialist Phone: 4073047064 Fax: Email: rsidwell.contractor@infinigy.com Property Owner Information Name T-Mobile LLC Street: 5901 Benjamin Center Dr. STt110A-B City, State Zip: Tampa, FL 33634 Phone: 4073047064 Resident of property? : No Contractor Information Name C nq, tteeceol r\.; co n Nke tom, =wc- Phone: t-1 O'i - 831-109 Street: City, State Zip: Fax: you State License No.: Lc c oG (s-10 Architect/Engineer Information Name: Infinigy Engineering / Chris Warren Phone: 678-444-4478 Street: 2255 Sewell Mill Rd. STE 130 city, St, Zip: Marietta, GA 30062 Bonding Company: Address: Fax: E-mail: rsidwell.contractor@infinigy.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6u' Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 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 ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time ofpermit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicabje laws regulating construction and zoning. J A agent Date Signature of Contractor/Agent Date A S Name Print Contractor/A nt's Name 2 I I cC1(,ia Lta Qf j d& ate Signature of Notary-Statc of Florida Date Notary Public Stele of Florida , ;; ` Josue E Maldonado ; y TERRI J. 5CO My Commission GG 237207 'ta 4xt MY COMMISSION w Expires 0711 022 i :d EXPIRES: Septen'.:+ Bonded Thru Notary r Owner/Agent is Personally Known to Me or Contractor/ gent is Personally Known to Me or Produced ID Type of ID Produced ID Ty MY COMMISSION FF 90M EXPIRES: September 7. 2019 Bonded Thru No% y Pattic Lnderwri n BELOW IS FOR OFFICE USE ONLY Y' Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No #`of Heads APPROVALS: ZONING: 10 4, 'UTILITIES: ENGINEERING: FIRE: CI -_ Fire Alarm Permit: Yes No WASTE WATER: BUILDING: /'d 9 - Ok to add antennas on an existing 138 monopole tower at 1590 E. Lake Mary Blvd. The Orlando Sanford - International Airport must be contacted if any cranes are used. Revised: January 1, 2018 Permit Application 1 CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF 'THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: FLORIDA BUILDING CODE, 2017 5TH EDITION ANSI/EIA/TA-222-G NATIONAL ELECTRICAL CODE 2014, NFPA 70-2014 FLORIDA FIRE PREVENTION CODE 2017 6TH EDITION FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION DESIGN CRITERIA: 2017 FLORIDA BUILDING CODE, 6TH EDITION, BASED UPON ULTIMATE 3-SECOND GUST WIND SPEED OF 135 MPH CONVERTED TO A NOMINAL 3-SECOND GUST WIND SPEED OF 105 MPH PER SECTION 1609.3.1 AS REQUIRED FOR USE IN THE TIA-222-G STANDARD PER EXCEPTION #5 OF SECTION 1609.1.1 EXPOSURE CATEGORY B WITH A RISK CATEGORY II T 2 Mobile 0 115!11111; iiiill ATC SITE#: 283448 ATC SITE NAME: AIRPORT ROAD F11EM 1600 E LAKE MARY BLVD SANFORD, FL 32773 T-MOBILE CAPACITY U2100121001700 INFILL/ ROB/ GREENFIELD CONFIGURATION 6771 U_R4 VICINITY MAP LOCATION MAP wt2St° tcSE v 7 k,,.. F u ; C .. f%# a. 3-•+_- E I '6 w ... _...RutiF9cz .i ,"r 3 ram^--"-... J• .; ( '. & N i . E r r • rff% o k6I c mt ountr{Clubrvfaror mit Midway, t Q IjC oy ,_ I+4 t7 S E _., : ' ,.:3om: .. X 1" `,.,'„ o f :_ i t :; K:e Saffard hlavaPAr,.k-- a- kk - _ 5 SITE y JOB j[ axle '., :.:' - E lurVoiF Blvd "'• s t {r. - ., Y, 4•*» ... L,,. ..:.. { ,.S:P ,, .' d1 I - k y' S} WtC .r j m_ Vol a, ..•+ .,,, 'c ', s..,.f ROJECT SITE. d Pfwt-- '. , - .-<7i..,..... .........:n.:;.El..vk h a. "'1 ... r .- { s y it d wadsPe r ' i ,4?atNA 1 . , .- :• , tAytticSE A.. ' r& r..^ 'v `'ar7" x %mac• µ , a'c • E s r^,ti co:i ?t.,; yN 7 ¢.`-,,,# r ' y. . I SSY'+ .. ... i } Y.. t Y ?ar'„ty ^,}' ,'re a',, '.y'. 9 , .. , k -... L`3.t+ctS,,Ff!.!: .. ,<r .>,..s 1d X. ' - , £ ` ' 2 `;, '4 ,.a ,'"' ti .A` t, 1 rx f Eli ,. t v tix`..,`:'X1 LF x`" i ';: "'Y'a y4, `I S y7t, 7 , ,•°,s &,ti 2i `• `. k " ` a a,x,..;z # fi•;c r fi t"d' t :.p sat.._ t dY_= rt , e a"< ; ifj ea 1_ d 1 E: Gm DE Ok to add antennas on an existing 138 monopole tower at 1590 E. Lake Mary Blvd. The Orlando Sanford -International Airport must be contacted if any cranes are used. DISCLAIMER THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY T-MOBILE IN ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BY T- MOBILE. INFINIGY HAS INCORPORATED THIS SCOPE OF WORK IN THE PLANS. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS ACCOMPANIED BY A PASSING STRUCTURAL STABILITY ANALYSIS PREPARED BY A LICENSED STRUCTURAL ENGINEER. STRUCTURAL ANALYSIS MUST INCLUDE BOTH TOWER AND MOUNT. PROJECT SUMMARY SITE TYPE: NEW EQUIPMENT INSTALL TOWER OWNER: AMERICAN TOWER CORPORATION 900 CIRCLE 75 PARKWAY, SUITE 300 SITE ADDRESS: 3135 SUNSHINE BLVD 30339 LAND 0 LAKES, FL 34638 i 678) 69-1806 OFFICE 678) 5 WIRELESS CARRIER: T-MOBILE SOUTH LLC LATITUDE: 28.76136' N 28.761 6' 5901 BENJAMIN CENTER DRIVE ' LONGITUDE: W SUITE 11OA-B JURISDICTION: CITY OF SANFORD TAMPA, FL 33634 ARCHITECT/ ENGINEER: INFINIGY ENGINEERING POWERCOMPANY: DUKE ENERGY SEWELL MILL ROAD TELEPHONECOMPANY: AT&T SUITE 130 SUITMARIETTA, GA 30062 678- 444-4472 PROJECT DESCRIPTION T- MOBILE SOUTH LLC PROPOSES THE MODIFICATION OF AN UNMANNED WIRELESS BROADBAND FACILITY. NEW ANTENNAS WILL BE ANTENNA MOUNTS. N N INSTALLEDONNEWANTEONENEWSITE SUPPORT CABINET WILL BE PLACED ON THE NEW CONCRETE EQUIPMENT PAD. NEW H-FRAME AND NEW ICE BRIDGE TO BE INSTALLED. NO GRADING OR SIGNIFICANT GROUND CONSTRUCTION IS REQUIRED. ALL PROPOSED CONSTRUCTION WILL BE CONTAINED WITHIN THE LIMITS OF THE EXISTING TOWER LEASE AREA. APPROVALS DEPARTMENT NAME/SIGNATURE DATE DEVELOPMENT MANAGER PROPERTY/ TOWER OWNER SITE ACQUISITION MANAGER CONSTRUCTION MANAGER RF ENGINEER OPERATIONS MANAGER SHEET INDEX SHEET DESCRIPTION T- 1 TITLE SHEET N- 1 NOTES C- 1 SITE PLAN C- 2 PROPOSED SITE PLAN C- 3 TOWER ELEVATION AND ANTENNA PLAN C- 4 TOWER TOP EQUIPMENT SCHEDULE DETAILS CIVIL DETAILS CIVIL DETAILS r-5CIVIL CIVIL DETAILS CIVIL DETAILS CIVIL DETAILS RFDS INFORMATION C- 10 RFDS INFORMATION E- 1 ELECTRICAL SITE PLANS E- 2 ELECTRICAL DETAILS AND ONE -LINE DIAGRAM G- 1 ELECTRICAL AND GROUNDING SCHEMATIC G- 2 GROUNDING SITE PLAN G- 3 GROUNDING DETAILS G- 4 GROUNDING DETAILS G- 5 GROUNDING NOTES T ®-® Mobile o o NaoRIES11rE. 6 N84 0 44 ww w o L.I... z o III a =$ d o0 EeG SUBMITTALS DATE REVISION w/ n/1! 0 FOR MosIR11C110( o ol/ te/ts Harr 00 PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL OpHER iv N 59739 ' 7- 30-18 :1Z STATEOF , tU O ssrp}jtOR S910 9A THIi4i; E9 OE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE TITLE SHEET SHEET NUMBER T- 1 PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL OpHER iv N 59739 ' 7- 30-18 :1Z STATEOF , tU O ssrp}jtOR S910 9A THIi4i; E9 OE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE TITLE SHEET SHEET NUMBER T- 1 GENERAL PROJECT NOTES 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. 2. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCT ION AND CONSTRUCT DOCUMENTS THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE T-MOBILE REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF THE CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES, THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXPENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING OF ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDUM OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS AND INSPECTIONS WHICH ARE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER, THE STATE, COUNTY, OR LOCAL GOVERNMENT AUTHORITY. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC., DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 13. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS, AS WELL AS THE LATEST EDITIONS OF ANY PERTINENT STATE SAFETY REGULATIONS. 14. THE CONTRACTOR SHALL NOTIFY THE T-MOBILE REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY THE T-MOBILE REPRESENTATIVE. 15. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC., ON THE JOB. 16. THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITION AT THE COMPLETION OF WORK. GENERAL CONSTRUCTION NOTES 1. GENERAL A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION I. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. SAFETY. J. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES REFERENCED IN ACI-301. BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY K. DO NOT WELD OR TACKWELD REINFORCING STEEL. OCCASIONED BY FAILURE TO EXACTLYANDALLDAMAGESWHICHMIGHTBEHIS LOCATE AND PRESERVE UNDERGROUND UTILITIES. L. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, PIPING, WATERSTOPS,INSERTS, GROUNDS AND ALL OTHER EMBEDDEDC. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETENONCONFORMINGMATERIALSORCONDITIONSSHALLBEREPORTEDTOTHEOWNERPLACEMENT. PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL. M. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT COORDINATE HIS WORK WITH THE WORK OF OTHERS. CONTINUOUSLY THROUGH JOINT. N. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. E. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL BE REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR. 0. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. 2. EXCAVATIONS/FOUNDATION P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. A. FOUNDATION EXCAVATION SHALL BE HAND -TRIMMED TO REMOVE LOOSE Q. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING ANDMATERIALS. SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL. R. FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT, CONFORM TO C. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS -ON -GRADE AND APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS FOOTINGS SHALL BE "SW" OR BETTER PER ASTM D-2487 COMPACTED TO A CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT MINIMUM 95% STANDARD PROCTOR DENSITY PER ASTM D 698. FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. D. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. S. PROVIDE A STEEL TROWEL FINISH TO THE SLAB. E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, T. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE ACI 336, ASTM A184, ASTM A185, AND THE DESIGN & CONSTRUCTION REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER. SPECIFICATION FOR CAST IN PLACE CONCRETE. F. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. U. INSTALLATION OF CONCRETE ANCHORS SHALL BE IN ACCORDANCE WITH THE G. FOOTING EXCAVATIONS SHALL BE CUT NEAT. MANUFACTURER'S WRITTEN SPECIFICATIONS. THE ANCHOR BOLTS, DOWEL, OR RODS SHALL CONFORM TO THE ANCHOR MANUFACTURER'S SPECIFICATIONS FOR MATERIAL STRENGTH, EMBEDMENT DEPTH, SPACING, AND EDGE DISTANCE OR AS DETAILED ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING 3. CONCRETE APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS SHALL BE A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO PROVIDED BY RAMSET/RAMHEAD, HILTI OR APPROVED EQUAL. IF THE THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: AC 301 MANUFACTURER'S SPECIFICATIONS AND DETAILS ARE FOUND TO CONFLICT WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, THAT SHOWN HEREIN THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". V. THE CONTRACTOR SHALL VERIFY FROST LINE AND FOOTING DEPTH REQUIREMENTS ti B. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO WITH THE JURISDICTION HAVING AUTHORITY PRIOR TO CONSTRUCTION. THE FOOTING PLACING CONCRETE. SHALL BEAR BELOW THE FROST LINE OR AT LEAST 12 INCHES BELOW GRADE, C C. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (t1.5%) WITH A MAXIMUM WHICHEVER IS GREATER. 4" SLUMP, AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI W. THE CONTRACTOR SHALL VERIFY ALL ELECTRICAL CONDUIT SIZES AND PENETRATION UNLESS OTHERWISE NOTED. LOCATION PRIOR TO POURING THE SLAB. REFER TO SHELTER MANUFACTURES'S D. MAXIMUM AGGREGATE SIZE SHALL BE 1 ". SPECIFICATIONS FOR ADDITIONAL INFORMATION. 0 E. THE FOLLOWING MATERIALS SHALL BE USED: 4. STRUCTURAL NOTES/DESIGN CRITERIA: 0 PORTLAND CEMENT: ASTM C 150, TYPE I REINFORCEMENT: ASTM A 615, GRADE 60 A. REFERENCED DESIGN CODES: i NORMAL WEIGHT AGGREGATE: ASTM C 33 WATER: DRINKABLE INTERNATIONAL BUILDING CODE-BUILDING/DWELLING CODE (LATEST EDITION) ADMIXTURES: NON -CHLORIDE CONTAINING INTERNATIONAL BUILDING CODE -STRUCTURAL CODE (LATEST EDITION) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE LATEST EDITION) F. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM AISC LOAD & RESISTANCE FACTOR DESIGN (LRFD LATEST EDITION) YIELD STRENGTH Fy = 60 KSI. REINFORCING DETAILS SHALL BE IN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI LATEST EDITION) ACCORDANCE WITH THE LATEST EDITION OF ACI 315. G. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE: 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH ........ 3" 2. CONCRETE EXPOSED TO EARTH, WEATHER .........................2" 3. SLABS....................................................3/4„ 4. ALL OTHER CONCRETE.....................................1 1/2' H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. T ---Mobile- o Ea'°aoA'Ein, Gn lOJC6E t w B ume ww who? 2 oo ¢_ a 00 Dm SUBMITTALS DATE I DESCRIPTION F EVISION 0)%P/a aaun FaN odalRla:llal Y m/arya Huai A 00 PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL I OpHER ,/ Z G•E At 0 59739 •• 2 ' 7-30-18 ATE . O F • 411 OR 10P.** FES910,`'` HIVEICb nEhi @WE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE IMTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE NOTES SHEET NUMBER N-1 PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL I OpHER ,/ Z G•E At 0 59739 •• 2 ' 7-30-18 ATE . O F • 411 OR 10P.** FES910,`'` HIVEICb nEhi @WE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE IMTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE NOTES SHEET NUMBER N-1 EXISTING ICE BRIDGE (TYP.) x x x x x x- in Id PROPOSED T-MOBILE 10'x12' CONCRETE EQUIPMENT PAD NITHIN PROPOSED 10'x15' LEASE AREA o0 N x2.0' 10.0' o I EXISTING FENCE 1 TYP.) 5.0' PROPOSED T-MOBILE 24' ICE BRIDGE am.) x EXISTING MONOPOLE Lx x x x x x x x r 1 SITE PLAN C-1 SCALE: 2 5' 0 2.5 5' 10' IN FEET ) SCALE: 11'X 17' SHEET 1'= 10' SCALE: 24'X 36' SHEET 1*- 5' EXISTING CARRIER GENERATOR TYP.) 7 EXISTING CARRIER EQUIPMENT SHELTER (TYP.) PROPOSED MEER/DISCONNECT LOCATION MOUNTED ON EXIS77NG H-FRAME IN EMPTY METER CAN EXISTING UTILITY H-FRAME EXISTING ACCESS GATE x T ---Mobile o 'Tt" IT —TA. GI w ZwJt7 ELIo0 az a zaoumSUBMITTALS DATE DESCRIP110N RENSM w/vps m outslAUCICII o m/16/ 16 norI A Imm PROJECT NO: 317-400 DRAWN BY: DGD C HECjKJEA Wj 4 CRL s*%%OpNER IV r IN 59739 • ' SE 7/ 30- 18 TATl(Z ` O F V O ° A,. . Rsslott`'. THIS'[ f" 4iECREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE SITE PLAN SHEET NUMBER C-1 PROPOSED T-MOBILE 10'xl2' CONCRETE EQUIPMENT PAD WITHIN PROPOSED 10'xl5'LEASE AREA — ocV 114 DC LEADS COILED INSIDE PPC FOR ATT OP7IMAN PROPOSED T-MOBIL£ 9'H-FRAME W/ PPC Fx X X X X X X. X X % % % X X X- 2.0' 10.0' N PROPOSED T-MOBILE j GPS ANTENNA / PROPOSED T-MOBILE 24" ICE BRIDGE C-6 1) PROPOSED T-MOBILE AIRSCALE AMOB ON STEEL RACK 5.0' PROPOSED T-MOBILE 1-1/4" CONDUIT BETWEEN SSC AND AMOK FOR DC CONDUCTORS 2) PROPOSED T-MOBILE 1.58" HYBRID CABLE ROUTED ALONG PROPOSED ICE BRIDGE AND SECURED WITH SNAP -IN HANGERS 2) PROPOSED T-MOBIL£ COUPS PROPOSED TMOBILE MEDIUM PURCELL SSC CABINET INSTALLED ON PROPOSED SLAB PROPOSED LED C-7 AREA LIGHT — N i-l-PROPOSED EQUIPMENT _PLAN SCALE: 1.25' 0 1.25' 2.5' 5' IN FEET 1 SCALE: 11'X 17' SHEET 1 5' SCALE: 24"X 36' SHEET 1'- 2.5' NOTE: TRIMM PDU INSTALLED ON BACKBOARD POWERED FROM T-MOBILE DC SHELF W/ 5A BREAKER. (4) 5A CRICKET FUSES - 1 IN PDU do 3 OUTSIDE. T m"-Mobile- o Ea. 'LLER'*E w o Z aIMI a ottoIII® m SUBMITTALS DATE OESCR MON REVISION m/n/le n rm aalslwlclioN a m/41s rvtr PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL N`' O? H ER J °10°i IV No 9739 2 S TAT 7-30-18 : I ` O E OF <U THli& t6%i THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE DETAILED SITE PLAN SHEET NUMBER C c 1 TOWER ELEVATION C-3 SCALE: NOT TO SCALE ARRIER ANTENNAS (TYP.) T—MOBILE ANTENNAS N PROPOSED MOUNTS ULE FOR DETAILS ESE PLANS HAVE BEEN DEVELOPED FOR THE IDIFICATION OF AN EXISTING UNMANNED LECOMMUNICATIONS FACILITY OWNED OR LEASED T—MOBILE IN ACCORDANCE WITH THE SCOPE OF IRK PROVIDED BY T—MOBILE. INFINIGY HAS GAMMA SECTOR ORPORATED THIS SCOPE OF WORK IN THE AZIMUTH 300• ANS. THESE PLANS ARE NOT FOR CONSTRUCTION 115' A.G.L. LESS ACCOMPANIED BY A PASSING STRUCTURAL ABILITY ANALYSIS PREPARED BY A LICENSED RUCTURAL ENGINEER. STRUCTURAL ANALYSIS IST INCLUDE BOTH TOWER AND MOUNT. E: 41GY ENGINEERING HAS NOT EVALUATED THE ER OR LOADING FOR THIS SITE, AND ASSUMES NO DONSIBILITY FOR ITS STRUCTURAL INTEGRITY. TRACTOR TO COORDINATE LOADING WITH RE INEER. REFER TO STRUCTURAL ANALYSIS TO BE FORMED BY AMERICAN TOWER PRIOR TO STRUCTION. C2 U2100 L700 PROPOSED FROG UNIT (TYP. 00U2f1PERSECTOR;3 TOTAL,) L: A2 1 C) L2100 L1900 81 L2100L1900 PROPOSED CONNECT IT PVFM12-3-4-96-3 107H A CONNECT -IT WMA-3-1045 V-FRAME MONOPOLE ADAPTER KIT TO BE INSTALLED— BETA SECTOR AZIMUTH 190• I115' A.G.L. PROPOSED FRIJ UNIT (TYP. OF A2 &• C2,• 2 TOTAL,) INSTALL PROPOSED COUP (TYP. OF 2) ALPHA SECTOR AZIMUTH 60' 115' A.G.L. L2100 L1900 Al U2100 82 L700 INSTALL PROPOSED AAFIA PANEL ANTENNA (TYP. OF 1 PER SECTOR, 3 TOTAL) PROPOSED AAFA PANEL ANTENNA INCLUDES INTERNAL AAFIA RRU (TM OF 1 PER SECTOR, 3 TOTAL) ` C INSTALL PROPOSED COMMSCOPE FFHH-65B-RJ PANEL ANTENNA TYP. OF 1 PER SECTOR, 3 TOTAL) N 2 PROPOSED ANTENNA ORIENTATION_ C-3 SCALE: NOT TO SCALE T m '®Mobile TE 1- V &gme J<6Zmwwe wo Z a z zRaa o I I® m SUBMITTALS DATE DESMPrION REVISION rt)/n/1! lm FaR ao1LStN11CIlOM o m/Wcs nor e PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL Op H ER j Z`.• '•• NS gp9,' NCI 9739 ' 7-30-18 STATE •: ` O F 4U OROD TH S'IIAEdi THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE TOWER ELEVATION AND ANTENNA PLAN SHEET NUMBER C-3 EQUIPMENT NOTES: 1. THE CONTRACTOR SHALL CONFIRM THE TOWER TOP EQUIPMENT LIST WITH THE FINAL T-MOBILE RFDS PRIOR TO INSTALLATION. 2. REFER TO NOKIA SIEMENS NETWORKS EQUIPMENT INSTALLATION STANDARDS FOR ADDITIONAL INFORMATION 3. REFER TO EQUIPMENT MANUFACTURER'S SPECIFICATION SHEETS FOR ADDITIONAL INFORMATION NOT LISTED ABOVE. 4. COAX JUMPER LENGTH FROM RRU TO ANTENNA SHALL NOT EXCEED 15'. 6771U_R4 CONFIGURATION — TOWER TOP EQUIPMENT SCHEDULE ANTENNA SECTOR ANTENNA MARK ANTENNA DESIGN ANTENNA MODEL # ANTENNA AZIMUTH RRU MODEL RAYCAP ANTENNA CABLE DESCRIPTION ALPHA A2 U2100/000 COMMSCOPE FF-65C—R1 (OCTO) (P) 60' 1) FRIJ (P); (1) FRBG (P) 2) COVP (P) 1) 1.58" HYBRID CABLE (P) Al L2100/L1900 AAFIA (ACTIVE ANTENNA — MASSIVE MIMO) (P) 60' 1) AAFIA (INTERNAL TO ANTENNA) (P); BETA B2 U2100/1_700 COMMSCOPE FF-65C—R1 (OCTO) (P) 190' 1) FRBG (P) 1) 1.58" HYBRID CABLE (P) B1 1_2100/1_1900 AAFIA (ACTIVE ANTENNA — MASSIVE MIMO) (P) 190' 1) AAFIA (INTERNAL TO ANTENNA) (P); GAMMA C2 U2100/1_700 COMMSCOPE FF-65C—R1 (OCTO) (P) 300' 1) FRIJ (P); (1) FRBG (P) Cl L2100/L1900 AAFIA (ACTIVE ANTENNA — MASSIVE MIMO) (P) 300' 1 (1) AAFIA (INTERNAL TO ANTENNA) (P); HYBRID CABLE MATRIX 115' + 10' TOP + 11' BOTTOM = 136' + 10% FOR SWEEPS, BENDS, CONNECTORS = 150' x 2 = 300' 6771U_R4 CONFIGURATION TOWER TOP EQUIPMENT SCHEDULE EXISTING QUANTITY REMOVE QUANTITY EQUIPMENT TYPE ADD QUANTITY TOTAL QUANTITY 0 0 PANEL ANTENNA 6 6 0 0 HYBRID CABLE 2 2 0 0 FRBG 3 3 0 0 AAFIA (INSIDE ANTENNA) 3 3 0 0 FRIJ 2 2 0 0 COVP 2 2 T ® -Mobile o Orv' rv,n DRrvE7'T' i 0 0 NN4< Z Jaenww o 0 I'I o 7- ry oa o 0 i7m SUBMITTALS DWE I oEscwrraN REnsoH m/a/u MRm FOR ODNS oe a m/+e/s AE111 moo PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL OpHER j lye°i o s••99c No 9739 •2 ' v n 9 • STATE 7-30-18 ;• L E O F - 41l OR k 111 — 4 WTHIVA10OIkgECREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE TOWER TOP EQUIPMENT SCHEDULE SHEET NUMBER C-4 PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL OpHER j lye°i o s••99c No 9739 •2 ' v n 9 • STATE 7-30-18 ;• L E O F - 41l OR k 111 — 4 WTHIVA10OIkgE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE TOWER TOP EQUIPMENT SCHEDULE SHEET NUMBER C-4 PANEL ANTENNA SPECIFICATIONS ANTENNA MODEL: COMMSCOPE FFHH-65B-R3 ANTENNA COLOR: LIGHT GRAY DIMENSIONS (HxWxD): 72"x25.2"x9.3" WEIGHT: 99.2 LBS CONNECTOR: 4.3-10 Female of 25.2" 9.3" 1 PANEL ANTENNA DETAIL C-5 SCALE: NOT TO SCALE NEW DOWNTILT ANTENNA MOUNTING BRACKET AND HARDWARE BY ANTENNA MANUFACTURER NEW 3"0 x 8'-0" LONG x .216" WALL THICKNESS GALV. STD. PIPE WHERE APPLICABLE — PROPOSED STAND OFF ARM NEW T-MOBILE ANTENNA NEW 1/2" GALV. THREADED ROD WITH NUTS AND WASHERS (TYP.) NEW ANTENNA MOUNTING KIT BY ANTENNA MANUFACTURER NEW JUMPER CABLE NOTE: ROTATE FRAME OF MOUNT TO MATCH DEGREE LINE WHERE APPLICABLE. 3 ANTENNA MOUNTING DETAIL C-5 SCALE: NOT TO SCALE PANEL ANTENNA SPECIFICATIONS ANTENNA MODEL: AIRSCALE MMA AAFIA ANTENNA COLOR: LIGHT GRAY DIMENSIONS (HxWxD): 72.4"x25.6"x11.8" WEIGHT: 273.4 LEIS CONNECTOR: TBD ih of 25.6" NEW MOUNTING BRACKET SUPPLIED BY RRU MANUFACTURER NEW RRU'S MOUNTED BEHIND NEW T-MOBILE PANEL ANTENNA — NEW SECTOR MOUNT PIPE MOUNT MAST 4 RRU MOUNTING DETAIL C-5 SCALE: NOT TO SCALE T-MOBILE ANTENNA PER PLAN Vn 2 PANEL ANTENNA DETAIL C-5 SCALE: NOT TO SCALE MOUNTING PIPE (TYP.) MOUNTING BRACKET SUPPLIED W/ANTENNA TYP.) 4vv; MOUNTING BRACKET SUPPLIED W/ANTENNA TYP.) T-MOBILE ANTENNA PER PLAN 5 ANTENNA MOUNTING DETAIL ISO C-5 SCALE: NOT TO SCALE T -,-Mobile - o "LEC oRGAb 6 w w Hal Z 0A a orcacamU - SUBMITTALS DATE DESCMPnoN F&VMM 0/27/15 M 0MMM C" C w/I6/18 MEIr A PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL H E R No 9739 ' STATE 7-s0-18 : ! O •. O F r tr . ss t OFES910``,,••9A THIS" Sll ONE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE CIVIL DETAILS SHEET NUMBER C-5 oN npoarvEs irE oso xsas W u o m® o oQP u z c w§n ®a m 7 o - SUBMITTALS DATE I DES=PT)ON REVISION 111 4.8" 111 6.3" o o mlV/Ia rmim FM oaaminion u m/Iyls nnr 0 0 0 o 0 0 o Hill III I PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL MODEL # NOKIA FRBG RRU %*` OpNE. J i`p 0 0®®o 0 0 `` ti NS• gi4'I o ®®o0 o v 0000 IMN N • NO •;2• W/oUT 22.9" x 12.6"x 6.3' 9739 BRACKETS OR '• ; •, 7} SOLAR SHIELD NET WEIGHT MOUNTED 57 Ibs 7-30 ST TE OF • w ft WEIGHT) iO ••• •4 MODULE (FRBG) MODULE (FRIJ) / i, 2 NS N LTE 700 M H z R F TH S`, PROPERTY AND CREATION, 1 N S N LTE 7 00 M H z RE DESIGN, PROPERTY AND COPYRIGHTED C—SA SCALE: NOT TO SCALE WORK OF T-MOBILE. ANY DUPLICATION C—SA SCALE: NOT TO SCALE OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE CIVIL DETAILS SHEET NUMBER C-5A 00 MODEL # MODEL # NOKIA FRIJ RRU DIMENSIONS W/OUT 23.0" x 12.6"x 4.8" BRACKETS OR SOLAR SHIELD NET WEIGHT MOUNTED 44.1 Ibs WEIGHT) CUT POST LENGTH TO SUIT BY REMOVING CAPPED END NF 9 24' WIDE ICE BRIDGE CUT ICE BRIDGE CHANNEL LENGTH TO SUIT (SEE NOTES) KIT ANTENNA CABLES ARRANGEMENT BY CONTRACTOR 3 1/2" O.D. ICE BRIDGE POST CONCRETE PIER MICE BRIDGE SUPPORT POST FOUNDATION C-6 SCALE: NOT TO SCALE NOTE: 1. CONCRI 2. INSTAL SUCH THAT TOP OF FOUNDATION EXTENDS 6" ABOVE GRADE. 12" MIN. 2)ICE BRIDGE DETAIL C-6 SCALE: NOT TO SCALE NOTES: 1. WHEN USING COMPONENTS AS SHOWN IN STANDARD DETAILS, MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 9 FEET FOR 10 FEET BRIDGE CHANNEL. 2. WHEN USING COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS, THE SPLICE SHOULD BE PROVIDED AT THE SUPPORT, IF POSSIBLE, OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. 3. WHEN USING COMPONENTS, SUPPORT SHOULD BE PROVIDED AS CLOSE AS POSSIBLE TO THE ENDS OF ICE BRIDGES, WITH A MAXIMUM CANTILIVER DISTANCE OF 2 FEET FROM THE SUPPORT TO THE FREE END OF THE ICE BRIDGE. 4. CUT BRIDGE CHANNEL SECTIONS SHALL HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE THESE EDGES TO THE ORIGINAL CHANNEL, OR EQUIVALENT, FINISH. 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM OTHER MANUFACTURERS, PROVIDED THE MANUFACTURER'S INSTALLATION GUIDELINES ARE FOLLOWED. 6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE MANUFACTURER'S APPROVAL. 7. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS REQUIRE ENGINEERING APPROVAL. 8. THE DESIGN IS BASED ON ASCE 7-98, 3 SECOND GUST WIND SPEED OF 110 MPH, EXPOSURE C, ELEVATION AT GRADE. ICE BRIDGE SECURE GPS CABLE TO BRIDGE POST WITH 1/2" AND RUBBER GROMMETS NAVEGUIDE BRIDGE - ATS WB-CY110 OR EQUAL) TYP. ELEVATION GPS ANTENNA LE NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 4 GPS MOUNTING DETAIL C-6 SCALE: NOT TO SCALE SNAP -IN ANDREW HANGER. VERIFY QUANTITY & SIZE REQ'D. SNAP STACKS OR BLOCKS WITH APPROPRIATE GROMMETS ARE ACCEPTABLE. TRAPEZE KIT - MTS WB-TK12D (OR EQUAL) 3 TRAPEZE KIT DETAIL C-6 SCALE: NOT TO SCALE PARTS LIST (PER 10' SECTION) ITEM PART NO. DESCRIPTION 1 MT-357-12 TRAPEZE KIT (NOTE 3) 2 MF-130 3-1/2" OD X 160" GALV PLAIN 3 PC-034 3-1/2" GALV PIPE CAP 4 HHD12-K CANTILEVER W/HARDWARE 5 WB-CY210 SAFETY GRATED WAVEGUIDE BRIDGE 24" x 10' T ---Mobile ° IT —TA G-6 w moaZ Zampgw- WLL 0 II' aa0 ¢ a zaoI®o 60 SUBMITTALS DATE DESCMPnON REMSION w/n/+s mom m mam=m Q7/18/1e Hmr A PROJECT NO: 317-400 DRAWN BY: DGD CHEC GIRL a Op kk No 59739 •• ' 1ZSTATE 7-3o->a OF •tV O OP. • i'#I •-y,{' %. THIS'1L1EA11C•(FiE CREATION, DESIGN, PROPERTY AND COPYRIGHTEC WORK OF T-MOBILE. ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKEMARY BLVD SANFORD, FL 32773 SHEET TITLE CIVIL DETAILS SHEET NUMBER C-6 121W LED LIGHT, LITHONIA LIGHTING PART#: OFL2LED (OR EQUAL). AIM LIGHT AT EQUIPMENT BLANK COVER, APPLETON PART#: FSK-I-B-C (OR EQUAL) H-FRAME POST I rFDC-1BOX. 5 ( OR EQUAL) ART#. DEFIANT SPRING WOUND TIMER LIGHT SWITCH OR APPROVED EQUAL. U Li 0U N 3/4"0 RGS o CONDUIT ZD z o w to O ¢ w Uda3/ 4"0 RGS CONDUIT TO PPC 2) # 12 + #8 GND tO 1 AREA LIGHT DETAIL C- 7 SCALE: NOT TO SCALE CONCRETE PAD FOUNDATION NOTES: 1. TOPS OF THE CONCRETE FOUNDATION SHALL BE WITHIN 0.02" PER FOOT OF THE NEW ELEVATION. 2. DISTANCES MEASURED BETWEEN OPPOSITE CORNERS SHALL DIFFER NO MORE THAN 1 /4". 3. ALL FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF DEBRIS, STANDING WATER AND LOOSE SOIL AND BE INSPECTED AND APPROVED BY T-MOBILE'S REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE. SOIL BEARING CAPACITY SHALL NOT BE LESS THAN 2000 PSF. 4. BACKFILL AGAINST GRADE WALLS SHALL BE EVEN ON ALL SIDES. 5. CONTRACTORS ARE ADVISED TO BECOME FAMILIAR WITH THE FOUNDATION ENGINEERING REPORT. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY T-MOBILE'S REPRESENTATIVE OF ANY DISCREPANCY IMMEDIATELY. 7. COORDINATE THIS DRAWING WITH ALL OTHER DRAWINGS FOR BLOCK OUTS, ELECTRICAL REQUIREMENTS AND EQUIPMENT ANCHOR BOLT ATTACHMENTS. 8. ALL SUBTERRANEAN STRUCTURES, UTILITIES, PIPING, ETC. IN THE AREA OF ALL EXCAVATIONS TO BE LOCATED AND MARKED BY THE CONTRACTOR PRIOR TO EARTH REMOVAL WORK. PIN FLAGS OR PAINT ARE ACCEPTABLE METHODS. CONTRACTOR TO MAINTAIN MARKERS UNTIL ALL EXCAVATION ACTIVITIES HAVE CEASED. COORDINATE WITH T-MOBILE. 9. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. W/ AN AIR CONTENT OF 3% TO 6%, AND SLUMP < 4 INCHES. 10. ALL REINFORCEMENT BARS SHALL CONFORM TO ASTM-A615-81a, GRADE 60. 11. ALL REINFORCEMENT BARS SHALL BE FABRICATED IN ACCORDANCE WITH THE 1986 CRSI MANUAL OF STANDARD PRACTICE AND SHALL BE CLEAN AND FREE OF GREASE AND SCALING RUST. WELDING OF REBAR IS NOT PERMITTED. 12. ALL CONCRETE WORK SHALL CONFORM TO: ACI 318-99, STANDARD BUILDING CODE FOR REINFORCED CONCRETE AND ACI 301, SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS. 13. ALL SECTIONS, DETAILS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 14. SLABS SHALL RECEIVE A BROOM FINISH. 15. PROVIDE PROPER DRAINAGE AWAY FROM FOUNDATION AT GRADE. V I OO 121W LED LIGHT, LITHONIA LIGHTING PART#: OFL2LED___r_ 9'- 0' °O POST CAP (TYP.) UNISTRUT 1-5/8" x 1-5/8" SLOTTED CHANNEL (TYP.) GENERATOR o. o. RECEPTACLE o0000000000000000000000000000 o.o 14 DC LEADS COILED T- MOBILE PPC INSIDE PPC FOR ATT OP11MAN CABINET THREADED FLEX 3- 1/2" SCH 40 GALV. - o CONDUIT (5' LENGTH) 9 - - - - - 0 0 STEEL PIPE (10'-6" LONG) TO FUTURE OPTIMAN W/ POST CAP (TYP.) LOCATION 8" CONCRETE SLAB 1" CHAMFER TYP. ONGRADE4012" E. W. 8" DEEP COMPACTED GRANULAR MATERIAL 4 EQUALLY SPACED 2" 0 SCH. 40 PVC OR FLEX CONDUIT FROM AC PANEL IN NEW PPC TO NEW SSC CABINET A J. ;' 'I 1 19. I 4 REBAR EACH WAY (TYP.) A I J: i i I I el_° ., 1---- 1---'-I----1---1-- 't—=-1--'J'---1=__L- —t'---L I° ro I. A I I 1 I i' .I .- I .' I i d .t I j I I 9. ': f f d 1 I A Ow 7- --< - - 4 -- U d' I I a. II; l I I. N I° .lA 1, O I. ° -- q- .-- t-,- r a • ' i w I ° I.i t I' II I' I J L`,—_ L.___ Id__—L___J ATI I I I .I• I. I° I d.' 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SSI `` \% THIMMItAllE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE CIVIL DETAILS SHEET NUMBER C-7 T-'-Mobile BILE XOUTH LLC OILRAVINA oFNE. SU iTE A SECTION A -A SECTOR FRA SCALE: NOT TO SCALE Y - MODEL MSF, ISO FRONT 2 PVFM12-3-4-96-3 SECTOR FRAME DETAIL C-8 SCALE: NOT TO SCALE N-opo Z ww OO F tv R a o0 rrqrrq PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL OpHER J 5 59739 '. Z J 7-30-18 SCAT E OF tt l Z. 1:<0RIOP.=NLS's FESSI `` HIiAda I11 kE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE CIVIL DETAILS SHEET NUMBER C8 30.0" o O O O O O O O ' C O O e o e o O PURCELL MEDIUM SSC CABINET DETAIL C-8A SCALE: NOT TO SCALE T ® ®Mobile. ONE "A'DRNE, 5 ITEM 000 N vr d wui Z OO III Q O o LL o SUBMITTALS DATE DESCRIPfWN REM" 0/27/18 SM FOR CpdIROCRON e o7pa/+e A PROJECT _NO: 31T400 DRAWN BY: DGD CHEC CRL OpHER Jt o N 59739 ' Z STATE pF- is ; 41 4: s`S1 Rsslo*{`'• % TH1i1k bi10'I I'1ECREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE CIVIL DETAILS SHEET NUMBER C-8A Section 1 - Site Information sitem A2Ef1315D Sited m ATC 283448 Sandford 115 Latitude: 28761363COM Status: Ready for Review SiteClas5. Monopole Longitude:-81263350MM Version: RO.1 Site Type: Shudure Non Building Addm5: 1600 E Lake Mary Blvd ProjectlYpe: Ceilspid Sohdon`tvpe: city. state: Sanford, FL Approved: Not Approved Plan Year. Region: SOUTH kppnwed By: No Approved Market ORLANDO L., Nddwd: 91412018 1-39-26 PM vc,.k,. Nokia Last . edBy: GSM190MPPatet28 RANTmiplata: 6771ILR4 AlTentplate: 6771U R4 SectmCm; nt 3 AnlwwaCaaat. JUACowit D RRIJ ComL 8 I I Section 3 - Proposed Template Images 31 4 CCAm. r Site Support Baseb- d kf FFSMF rAT SuLwack Hyb, idC.ht. Sysionn NSN HighHCS'Seled Length` Junction Box loftaerudnystem Breakers' Se d size' CSR 7705 *Slc=trno=dePReectilie, Slff "Select size" Radio RAN Scopeat Work: WrM01B> Reno Initial NSU build for cell split- 0& 14/2I318> RLYI RAD updated. FROG bal 'A I MAFIA1411 =FRIJ(x2l L JC0L121 00 FRBG L700 Notes: 2RFQS INFORMATION g SCALE: NOT TO SCALE 6771U_R4_ AAFIA_JPG Mobile - R- NIA AT-1, GA 0 Z L IL 0 Z.- g SUBMITTALS DATE DESCRIFrION 0/27/ 16 wwo m owammm a 07/16/ 111 obit A PROJECT NO: 317-400 DRAWN BY: DGD CHEQ_KFA4' j4.. CRL NI H E R j `e, C /V N 59739 S. 7-3a- ie ATE OF 4u, 0 R CD N 1'.&AA3 I A I THIjA tl7k CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2EO315D 1600 E. LAKE MARY BLVD L SANFORD, FL 32773 SHEET TITLE RFDS INFORMATION SHEET NUMBER C-9 Sector l(Propose d)uitwtram front (N_oqithe images show view from behind) C--q. type IL _O-, A.t.— AM—M.defppFlp, R3 (Otto)) W Tib Parts Pi P2 P3 P4 IRS D.4 Tell'. R-hictIdT-h. E. Tih C.W- TMA, NO—/ Radio U--&WEp6p—t: 3..pe.tVV.,k: Coverage Tyl. K- 0.d-or Sector 3 (Proposed) viewfrom front (Note.; the imagessbowviewfrombehind) 2 FA (Active Antenna Massive MIMO) mmsap. - FFHH-455,F!3 (Odo) Fmool 300 M. r4t Ports P1 P2 P3 P4 PS Raive Tech. I=- 101 U0_011 D.IkTech. E'VII Cables TMA, Ii Radio 3eu., Eq.1j.-t Sector2 (Proposed) viewfromfront (Note: the imagesshow viewfrom behind) CoverageType A -Outdoor Macro Ant— Am.n. Md.1 1. A (.- A MIIM (Commscope - FFHH-65B-R3 (Octo) A,1-6 M.Tik Height T5 115 P- P1 P2 P3 P4 P5 IL2=100 160 1IL-T-OT 90:0) DarIt Tech. R-ukmcIT-h. D-.n. Tech, 17. rift Cables TMA, Radio un_._-t.,I 3-p.afw.k: tl RFQS INFORMATION 11C: 1 O SCALE: NOT TO SCALE 0 0 T -'-Mobile - T -- "" " "' - T- A-NTA cik- Now 2 aw IL 0 0 0 Z 00 I PROJECT NO: 317-4001 1 DRAWN BY: DGD CHEOCRIL C, E IV N 59739 t 7- 30-18 STATE OF 44j 0 R Il ILI . I 411* 1'REATION, THIkDESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN 1CONSENTISSTRICTLYPROHIBITEDSITE NAME A2EO315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE RFDS INFORMATION SHEET NUMBER C- 1 0 I PROJECT NO: 317-4001 1 DRAWN BY: DGD CHEOCRIL C, E IV N 59739 t 7- 30- 18 STATE OF 44j 0 R Il ILI . I 411*1' REATION, TH IkDESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN 1CONSENT ISSTRICTLYPROHIBITEDSITENAME A2EO315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE RFDS INFORMATION SHEET NUMBER C-1 0 KEY DESCRIPTION O 3.0 SCH. 40 PVC CONDUIT FROM NEW METERINSTALLEDONEXISTINGH-FRAME TO NEW PPC. 3) 3/0 + #4 GNO O2 3.0 SCH. 40 PVC CONDUIT FROM ATT NEMA ON COMMUNITY H-FRAME TO NEW PPC. CONTRACTOR TO VERIFY AGAINST T-MOBILE AAV DOCUMENT. O3 2"0 RIGID OR FLEX CONDUIT FROM AC PANEL IN NEW PPC TO NEW SSC CABINET. 3) #3 AWG + (1) g8 GND O4 1-1/2.0 RIGID PVC OR FLEX CONDUIT FROM TELCO PANEL IN NEW PPC TO NEW SSC CABINET. O5 1-1/4• CONDUIT BETWEEN SSC & AIRSCALE AMOK FOR DC CONDUCTORS O 1.0 SCH. 40 PVC CONDUIT FROM NEW SSC CABINET TO AIRSCALE AMOB FOR ETHERNET CABLES 7O ROUTE GPS CABLE TO NOKIA FLEXISYSTEMMODULE. I PROPOSED T-MOBILE 10'x12' CONCRETE EQUIPMENT PAD WITHIN PROPOSED 1O'x15' LEAS£ AREA 4 ° C xa C e r 1) PROPOSED T-MOBILE AIRSCALE AMOB ON STEEL RACK d. d / 4 / PROPOSED METER/DISCONNECT EXISTING LOCATION MOUNTED ON EXISTING H- FRAME IN EMPTY METER CAN 0MONOPOLErjDEI I I I I I ElIIx I I I I i J 4_________ II PROPOSED T-MOBILE 9' H-fRAME W/ PPC 0 O PROPOSED T- MOBILE MEDIUM PURCELL SSC CABINET I _ J I 1 11-------------------------------- I 1 I I r---------------------------- ----J t MAINTAIN 3' CLEARANCE OFF OF THE BACK OF THE SSC PROPOSED 3 4 T-MOBILE PPC I I I1. 20 1-1/4• THREADED FLEX CONDUITS-5' LENGTH I FROM PPC/N£MA TO FUTURE OP77MAN LOCATION r -------------------- - 2. 7RIMM PDU INSTALLED 0 BACKBOARD POWERED O FROMT-MOBILE DC SHELF WITH 5AMP BREAKER. 40 5AMP CRICKET FU59ES-1 IN POU AND 3 LEFT OWSI7E. 114 DC LEADS COILED INSIDE PPC FOR AT&T OP77MAN 3. /6 GROUND LEAD 71ED INTO RING, COILED INSIDE N N PPC FOR AT&T OP77MAN 1 ELECTRICAL SITE PLAN 2 ENLARGED ELECTRICAL SITE PLAN E-1 SCALE: E-1 SCALE: 2.5' 0 2.5' 5' 10' 0.5' 0 0.5' 1' 2' IN FEET) ( IN FEET ) SCALE: 11•% 1T SHEET 1, 10' SCALE: 11'X 17" SHEET 1'- 2' SCALE: 24' X 36' SHEET 1'- 5' SCALE: 24•X 36' SHEET 1"- 1' T -Mobile - ON N, 4 DRNE. SUiiEC.OW a, cn waaz g N64z 3a Z ww w o o o IIIF Ld Ir 0 ¢ - oLLo0III®0 m u _ SUBMITTALSDATE I DESCRIPTXIN Fte4IS N m/V/+ a I e m owan mxsl a m/ie/ Is rlor A PROJECT NO: 317-400 DRAWN BY: DGD CHEC GIRL OpHER g L90 0 59739 1 ' 7-30- 18 ;• 1Z TATE OF ; 4U THWiiIIAEl i1 E CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE ELECTRICAL SITE PLANS SHEET NUMBER E-1 NOTES CIS SHALL REFERENCE ALL SPECS FOR CONNECTING THE POWER SUPPLY" OF THE NEW INSTALLATION DOCUMENTS, FOR ALL CONNECTION SPECIFICATIONS. CIRCUIT SCH NO FROM IO UTILITY SOURCE METE O2 METER/DISCONNECT LO OLOAD CENTER 1 SS, 120/240V. 1 PNUSE. 3W 200A BUS, 10 MC PANEL "PP-1" SCHEDULE CKT NO. CKT BKR DESCRIPTION LOAD (WATTS) DESCRIPTION CKT BKR CKT NO. AMPS POLES L7 L2 LCL L2 I L7 POLES AMPS 1 15 1 NEW GFT RECEPT. 400 i b.tF. 7200 kQ` NEW SSC CABINET. 2 100 2 3 15 1 NEW COOLING FAN zwv. 200 k7 7200 nr .._, < 4 5 EMPTY 200 b: NEW AREA LIGHT 1 20 6 7 EMPTY'7T K:('; ,¢. EMPTY 8 9 EMPTY v„0,'1a c..I a+, EMPTY 10 11 EMPTY 3 EMPTY 12 13 EMPTY 2F's EMPTY 14 15 1 EMPTY 14; .<.vKc EMPTY 16 17 EMPTY T`,r,'fl'„ EMPTY 18 19 EMPTY E° EMPTY 20 21 v's=%4. r'..,°. NEW SURGE 1000 EMPTY 23 23 60 2tn'v.; 1000> EMPTY 24 PHASE TOTALS (WATTSA 8400 8400 PHASE BALANCE 50% 50% TOTAL CONNECTED (WATTS) 8400 8400 TOTAL AMPS PER PHASE (AMPS) 35 1 35 TOTAL LOAD (AMPS) 35 2 PANEL SCHEDULE E-2 SCALE: NOT TO SCALE T -'-Mobile • o .a E= TEE 0 4 pgme wa Z III o III Zmu SUBMITTALS DATE DESCRIPIwN REVISION Q1/n/+a WM fq CWMWXn01 0 m/+a/+e rrmr 4 00 PROJECT NO: 317-400 DRAWN BY: DGD CHEC-K.FA414 . CRL 01PH E R T ? og 3 Z 7- 30-18 STAT : ( r E OF ' 4: 0 R I . N ss/ P OFES910 8A THIS111; iLt 1 THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE ELECTRICAL DETAILS AND ONE -LINE DIAGRAM SHEET NUMBER E- 2 PROJECT NO: 317-400 DRAWN BY: DGD CHEC- K.FA414 . CRL 01PH E R T ?og 3 Z 7-30- 18 STAT : (r E OF ' 4: 0 R I . N ss/ POFES9108A THIS111;iLt 1 THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE ELECTRICAL DETAILS AND ONE - LINE DIAGRAM SHEET NUMBER E-2 POWER NOTES: P1 INSTALL NEW 1 h" DIA. FLEX CONDUIT FOR DC CONDUCTORS FROM THE NEW SSC CABINET TO THE NEW FLEXI STAND, SIZE DC CONDUCTORS AND BREAKERS PER MANUFACTURER'S SPECIFICATIONS. Pz INSTALL NEW 2"0 RIGID OR FLEX CONDUIT FROM AC PANEL IN NEW PPC TO NEW SSC CABINET. (3) #3 AWG + (1) #8 GNO P3 INSTALL NEW 3"0 SCH. 40 PVC CONDUIT FROM NEW METER/DISCONNECT INSTALLED ON H—FRAME TO NEW PPC. 3) 3/0 + #4 GND FIBER NOTES: n INSTALL NEW 1-1/2"0 RIGID OR FLEX CONDUIT FROM NEW SSC CABINET TO NEW FCOA CABINET FOR TELCO CABLE AND ALARM CIRCUIT ROUTING. Tz INSTALL NEW 1-1/2"0 RIGID OR FLEX CONDUIT FROM TELCO PANEL IN NEW PPC TO NEW SSC CABINET. T3 INSTALL NEW 3"0 RIGID CONDUIT FROM EXISTING TELCO DEMARC LOCATION TO NEW PPC. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY. GROUNDING NOTES: G1 GROUND NEW SSC CABINET MAIN GROUND BAR TO EXISTING SITE GROUND SYSTEM WITH A #2 BARE TINNED SOLID COPPER GROUND WIRE. PROVIDE TWO HOLE LUG CONNECTION TO GROUND BAR AND CADWELD CONNECTION TO GROUND BAR (TYP.) Gz GROUND NEW SSC CABINET CHASSIS TO PROPOSED GROUND BAR WITH A #2 BARE TINNED SOLID COPPER WIRE. PROVIDE TWO HOLE LUG CONNECTION TO CABINET CHASSIS AND CADWELD CONNECTION TO GROUND RING (TYP.) ***ONLY REQUIRED IF SSC CABINET IS NOT INTERNALLY GROUNDED*** c3 GROUND ROOFTOP ANTENNAS, TMA'S AND RRU'S TO SECTOR GROUND BARS PER MANUFACTURER'S SPECIFICATIONS WITH #6 AWG THHN GREEN. ca GROUND BOTTOM COVP UNIT(S) TO GROUND GROUND BAR PER MANUFACTURER'S SPECIFICATIONS. (TYP.) cs GROUND SECTOR COVP UNIT(S) TO SECTOR GROUND BAR PER MANUFACTURER'S SPECIFICATIONS WITH #2 AWG THHN GREEN. (TYP.) cs FIELD VERIFY THAT NEW T—MOBILE EQUIPMENT IS PROPERLY GROUNDED. (TYP.) NOTE: ALL EXPOSED GROUND LEADS SHALL BE SLEEVED IN F PVC FLEX CONDUIT WITH THE EXPOSED END SEALED WITH A UL LISTED, UV RATED SILICONE SEALANT. FLEX CONDUIT SHALL BE CONTINUOUS A MINIMUM OF 12" BELOW GRADE (TYP.) EXISTING TELCO DEMARC I II II II II I PROPOSED T—MOBILE METER ON H—FRAME TO NEW PPC O — PROPOSED T—MOBILE PPC II I II II II II I I RECTIFIERS 7705 ROUTER PROPOSED PANEL ANTENNA REFER TO NSN PLUMBING DIAGRAM FOR JUMPER TT CONTINUATION (TYP.) ca G3 G4 EXISTING TOP OR SECTOR GROUND BAR a e COAX CABLES FOR LMU • REQUIREMENTS (TYP.) ca c4 i PROPOSED T—MOBILE PROPOSED SITE SUPPORT T—MOBILE - I ; CABINET DIPLEXERS i 33O PROPOSED AIRSCALE AMOB RF JUMPERS TO EQUIPMENT cs c cz zi— I II H— II II L--- Imo-------------------JI P1 T1 POWER, TELCO AND GROUNDING SCHEMATIC ONE -LINE DIAGRAM G-1 SCALE: NOT TO SCALE NOTE: SEE SHEET E-2, DETAIL 1: T—MOBILE EQUIPMENT ELECTRICAL ONE —LINE DIAGRAM FOR ADDITIONAL INFORMATION. T -'-Mobile o" .E`er6 ogmP Q oa oD ,m SUBMITTALS WE I DESCMP ww FEW" m/z!/ID m FUR m16M1Cllox o Impopal A PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL OpHER J lt v G•ENSF 9 0 59739 • Z STATE /fir 7-30-18 : JZEOF • 41/. sRI O P.• SP FESSIOy•^_ ` TH1VD%WAJ k4E CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE ELECTRICAL AND GROUNDING SCHEMATIC SHEET NUMBER G-1 KEY DESCRIPTION 1O SYSTEM GROUND RESISTANCE SHALL NOT EXCEED 5 OHMS. A THREE POINT SYSTEM RESISTANCE TEST SHALL BE PERFORMED BY THECONTRACTORINACCORDANCEWITHT-MOBILE SPECIFICATIONS. A. PERFORM THREE TESTS AT EACH SITE. B. CONTRACTOR SHALL PROVIDE A WRITTEN REPORT CONSISTING OF THE FOLLOWING: SITE NAME, ADDRESS AND IDENTIFICATION NUMBER, DESCRIPTION OF SITE SOIL AND MOISTURE CONDITION, DESCRIPTION OF WEATHER, MODEL NUMBER OF TESTING EQUIPMENT, DATE OF LAST CALIBRATION, SITE SKETCH SHOWING LOCATION OF TEST PROBES AND ALL FIELD DATA COLLECTED (READINGS, RANGE, TEST, MILLIAMPS, ETC.) C. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES PERFORMING SYSTEM RESISTANCE TESTS OR IF MEASUREMENTS ARE ABOVE 10 OHMS. THE CONSTRUCTION MANAGER SHALL PROVIDE INSTRUCTION TO THE CONTRACTOR TO INSTALL ADDITIONAL GROUNDING MEASURES TO MEET THE 10 OHM REQUIREMENT. PROPOSED EQUIPMENT GROUND RING BURIED TO A DEPTH OF 30' OR 6" BELOW THE FROST LINE, WHICHEVER IS GREATER. BOND PROPOSED TOWER GROUND BAR TO EXISTING TOWER GROUND RING (TYP. x 2). BOND PROPOSED EQUIPMENT GROUND RING TO EXISTING TOWER GROUND RING (TYP. x 2). BOND PROPOSED H-FRAME AND HALOGEN LIGHT TO EQUIPMENT GROUND RING. BOND PROPOSED ICE BRIDGE POSTS TO EQUIPMENT GROUND RING (TYP. ALL POSTS). BOND PROPOSED EQUIPMENT TO EQUIPMENT GROUND RING. BOND PROPOSED GROUND BAR TO PROPOSED EQUIPMENT GROUND RING (TYP. x 2). BOND PROPOSED EQUIPMENT GROUND RING TO EXISTING FENCE. BOND PROPOSED PPC W/ #6 GROUND LEAD TO PROPOSED EQUIPMENT GROUND RING, COILED INSIDE PPC FOR ATT OPTIMAN. EXTERIOR GROUNDING NOTES: 1. GROUNDING SHALL CONFORM WITH T-MOBILE STANDARDS AND PER FEDERAL, STATE AND LOCAL CODES. IN THE EVENT OF A CONFLICT, MEET THE MOST STRINGENT REQUIREMENT. 2. GROUND RODS PAST METER SHALL BE COPPER CLAD STEEL 5/8 INCH DIAMETER X 10 FEET IN LENGTH (MIN.) 3. ALL GROUND CONDUCTORS PAST METER SHALL BE #2 AWG SOLID BARE TINNED COPPER. MINIMUM BEND RADIUS FOR CONDUCTOR SHALL BE 8 INCHES. 4. GROUND RODS SHALL BE SPACED NOT MORE THAN 20'-0" AND NOT LESS THAN 10'-0" APART EXCEPT FOR THE TOWER GROUND RING WHICH SHALL COMPLY WITH nA/EIA 222 (REV G). 5. CONTRACTOR SHALL ADD ADDITIONAL RODS AND CONDUCTORS OR APPROVED GROUND ENHANCING MATERIAL TO ACHIEVE LESS THAN 10 OHMS RESISTANCE TO GROUND. 6. MAINTAIN 2'-0" (TOWER) AND 3'-0' (SHELTER) BETWEEN GROUND RINGS AND FOUNDATIONS. 7. ALL GROUNDING INSTALLATIONS SHALL BE INSPECTED AND APPROVED BY ANY JURISDICTION HAVING INSPECTION & APPROVAL AUTHORITY (IF REQUIRED) AND T-MOBILE BEFORE PLACING ANY BACKFILL. 8. ALL GROUNDING SPLICES AND CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS (CADWELD OR EQUIVALENT). COAT ALL WELDS WITH A ZINC RICH PAINT. sl N i GROUNDING SITE PLAN 2 SCALE: 1.25' 0 1.25' 2.5' S' IN FEET ) SCALE: 11"X 17" SHEET 1 5' SCALE: 24'X 36" SHEET 1 2.5' LEGEND D x NEW GROUND RING CADWELD CONNECTION EXOTHERMIC WELD) MECHANICAL CONNECTION GROUND ROD GROUND TEST WELL T -'-Mobile NRNE SU `EC000ONEaAT—TA, w r a&P e w ^ Z_ 0 III a o0 U DATE SUBMITTALS I DESCRIP110N F&msm ml+/u rn raA aoiamucnu o m/y e Nnai r PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL OpHER J • eee 2. tis gpei Ng7 S ATE 7-30-18 ;•` O F 4U s.<ORIUP.% S( t FESSI •BA TMS'I AJOECREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE GROUNDING SITE PLAN SHEET NUMBER G-2 6 INSULATED GROUND FROM EQUIPMENT — GROUND BAR TO BE MOUNTED ON WALL OR ON ANTENNA TOWER — TINNED, SOLID COPPER BUSS BAR, HARGER TG8114420M GROUND BAR OR EQUIVALENT — IN EXOTHERMIC WELDS WITH #2 AWG BARE TINNED COPPER, TO BE USED TO CONNECT TO GROUND SYSTEM O O NOTES: 1. CONTRACTOR TO UTILIZE KOPR-SHIELD (THOMAS & BETTS) OR EQUIVALENT ON ALL LUG CONNECTIONS. 1 TWO HOLE LUG CONNECTION DETAIL G-3 SCALE: NOT TO SCALE 3/8" DIAMETER STAINLESS STEEL BOLT, NUT AND WASHERS GROUND BAR OR EQUIPMENT TWO HOLE COPPER COMPRESSION TYPE GROUND LUG 2 ANTENNA GROUND BAR DETAIL G-3 SCALE: NOT TO SCALE NOTE: ALL MECHANICAL EXTERNAL TERMINATION SURFACES SHALL BE TREATED WITH T&B KOPR-SHIELD CP8 ANIT-OXIDATION COMPOUND. 5 2 4 3 7/16„ ® /4 0 0 0 EXOTHERMICALLY WELDED 2 0 ° 0 0 DIRECTLY TO POST (COLD GALV. 0 0 0.° 0 o AFTER WELD) 0 0 O 00 0 0 0 00 CONDUCTOR TO BE IN 3/4" 3 0 0 ° NON-METALLIC LIQUITITE CONDUIT FROM 4"-6" BELOW GRADE TO WITHIN t2" OF EXOTHERMIC WELD ON POST. LEGEND SEAL ENDS WITH SILICONE. 1 - SOLID TINNED COPPER GROUND BAR, 1/4"x 4"x 12" MIN., NEWTON INSTRUMENT CO. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION 2 - INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 3 - 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-8 4 - WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A-6056 5 - 5/8-11 X I" H.H.C.S. BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012-1 6 - GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING CONNECTIONS REQUIRED PLUS PROVIDE 50% SPARE CAPACITY 7 - GROUND BARS SHALL NEITHER BE FIELD FABRICATED NOR NEW HOLES DRILLED 8 - GROUND LUGS SHALL MATCH THE HOLE SPACING ON THE BAR 9 - HARDWARE DIAMETER SHALL BE MINIMUM 3/8" 3 BOTTOM GROUND BAR DETAIL G-3 SCALE: NOT TO SCALE STEEL POST 2 AWG SOLID BARE TINNED V COPPER CONDUCTOR TO SITE GROUND L J SYSTEM TYPICAL AT ALL POSTS FINISHED GRADE QPOST GROUNDING DETAIL G-3 SCALE: NOT TO SCALE 10i 61i® -Mobile or+E ri noa " A-NTA. GA q' ogee m< ww who? y Z o o 9B9 < o aa o0 omU — SUBMITTALS wTE 0EscRipn04 REASON m/n/ia eam ra aorainucioi o m/e/ie nmr 00 Iml•I• PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL OpHER J • 'i E N N 739 2 " 7-30-18 SATE OF • tt ss; FES91 '`''9A. THISt AAEA'i 1164E CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 FINISHED GRADE ujcr o" c w w D± > O wSU_ o EXOTHERMIC WELD G -r CONTINUOUS GROUND RING SIZED PER GROUNDING DETAIL 5/8" DIA. x 10'-0" LONG COPPER -CLAD STEEL GROUND ROD GROUND ROD DETAIL G-4 SCALE: NOT TO SCALE CONTINUOUS WARNINC COMPACI BACKFILL CON GRO SIZE GRO 3 TRENCH DETAIL FOR GROUND RING G-4 SCALE: NOT TO SCALE SHED ODE AGGREGATE SURFACE FLAT STEEL COVER HARGER # SPSjFLUSHWITHGRADE 3o mzc cD w o 6„ TYF 6" OF GRAVEL BELOW GROUND t- RING AT TEST WELL ONLY 4 EXOTHERMIC WELD DIRECTLY TO TOP OF GROUND ROD FINISHED GRADE SUBGRADE 8" DIA. x 42" PVC WITH FLAT STEEL COVER HARGER #358P42 2 AWG SOLID BARE TINNED COPPER GROUNDING CONDUCTOR 4-1" WIDE SLOTS, EXTEND ABOVE GROUND RING (27" LONG TYPICAL) AGROUND ROD INSPECTION WELL DETAIL G-4 SCALE: NOT TO SCALE 13 i O GROUNDING CONDUCTOR i. OUND RING NDUCTOR TOWARD EARTH GROUND (DIRECT CURRENT FLOW CLOCKWISE FOR ALL RINGS) AGROUND CONDUCTOR CONNECTION G-4 SCALE: NOT TO SCALE T Mobile AILAA a dme Gw w o® Z w oo 13 C zQ a ¢o coo SUBMITTALS DATE DESMIPfION REM40N m/n/14 mum FOR CM&TNX M o m/16/161 A 00 PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL OpHER j'<, 0r 59739 S ATE 7-30-113 Z OF IV` THII[ftii li k E CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-4 PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL OpHER j'<, 0r 59739 S ATE 7-30-113 Z OF IV` THII[ftii li k E CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-4 GROUNDING NOTES: 1. ALL DOWN CONDUCTORS AND GROUND RING CONDUCTOR SHALL BE #2 AWG, SOLID, BARE, TINNED COPPER, LINO. ALL CONNECTIONS TO GROUND RING SHALL BE EXOTHERMICALLY WELDED. CONDUCTOR SHALL BE A MINIMUM DEPTH BELOW GRADE OF 30 INCHES OR TO THE LEDGE. MINIMUM BEND RADIUS SHALL BE 8 INCHES. CONDUCTOR SHALL BE AT LEAST 24 INCHES FROM ANY FOUNDATION, UNO. 2. WHERE MECHANICAL CONDUCTOR CONNECTIONS ARE SPECIFIED, BOLTED, COMPRESSION —TYPE CLAMPS OR SPLIT —BOLT TYPE CONNECTORS SHALL BE USED. 3. GRIND OFF GALVANIZING IN AFFECTED AREA. EXOTHERMICALLY WELD #2 CONDUCTOR AT 6 INCHES ABOVE GRADE OR FOUNDATION, WHICHEVER IS HIGHER. COLD—GALV AFTER. EXOTHERMICALLY WELD OTHER END TO GROUND. 4. GROUND CONDUCTORS ON EXTERIOR WALL OF SHELTER SHALL BE ENCASED IN 3/4" PVC CONDUIT TO GRADE. MOUNT PVC WITH GALVANIZED "C" CLAMPS. SEAL TOP ENDS. 5. FOLLOWING COMPLETION OF WORK, CONDUCT GROUND TEST. SUBMIT WRITTEN TEST TO CONSTRUCTION MANAGER AND PROJECT MANAGER. 6. ALL GROUNDING WORK SHALL COMPLY WITH CARRIER(S) STANDARDS. 7. GROUNDING REQUIREMENTS SHOWN ON THIS PLAN ARE FOR ITEMS THAT ARE LOCATED NEAR GRADE LEVEL AND THAT NEED TO BE TIED TO THE BELOW GRADE GROUND RING. 8 UNLESS NOTED OTHERWISE, ALL GROUNDING SHALL BE IN ACCORDANCE WITH SPRINT'S SSEO DOCUMENTS 3.018.02.004 BONDING, GROUNDING AND TRANSIENT PROTECTION FOR CELL SITES", AND 3.018.10.002 "SITE RESISTANCE TO EARTH TESTING". ALL GROUNDING SHALL ALSO COMPLY WITH ALL STATE AND LOCAL CODES, AND THE NATIONAL ELECTRICAL CODE (NEC). 9. UNLESS NOTED OTHERWISE, ALL GROUNDING CONNECTIONS SHALL BE MADE BY AN EXOTHERMIC WELD. 10. RESISTANCE TO EARTH TESTING IS REQUIRED PER T—MOBILE Z7 STANDARDS ON ALL NEW SITES. iO Mobile A-NTA GI 0 w oLL 0 U'O SUBMITTALS DATE DEWRMON RIM" m/n/ia rmm Fan ooFann cn o m/a s FnEW 000 PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL Z OpNER .*,JI CEIVs. q '. No 9739 = ' 7-30-18 STATE O F <( oo 0 OP': EPsslo% II I-- ``,%_ THIS< illk'fHECREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE GROUNDING NOTES SHEET NUMBER G-5 PROJECT NO: 317-400 DRAWN BY: DGD CHEC CRL Z OpNER .*,JI CEIVs. q '. No 9739 = ' 7-30-18 STATE O F <( oo 0 OP': EPsslo% II I-- ``,%_ THIS< illk'fHECREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE. ANY DUPLICATION OR USE WTHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. SITE NAME A2E0315D 1600 E. LAKE MARY BLVD SANFORD, FL 32773 SHEET TITLE GROUNDING NOTES SHEET NUMBER G-5 GFRICE AK PERMIT !/1 ' v 0 AMERICAN TOWERO C O R P O R A T I O N Structural Analysis Report Structure = 138 ft Monopole ATC Site Name AIRPORT ROAD FL, FL ATC Site Number 283448 Engineering Number OAA732153_C3_02 Proposed Carrier T-Mobile Carrier Site Name N/A Carrier Site Number A2E0315 Site Location 1600 E. Lake Mary Blvd Sanford, FL 32773-7130 28.761400,-81.263400 County SEMINOLE Date May 29, 2018 Max Usage : 83% ``i j i lle" Result : Pass Q-1 \C E N No.77258 k Prepared By: Reviewed By: Alexander Cartledge Structural Engineer I STATE OF Q; 0 R, COA: 9053 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com f / AEng. Number OAA732153_C3_02 May 29, 2018 AMERICAN TOWER* C O N I O N A T 1 0 N Table of Contents Introduction.................................................................................................................................... 1 SupportingDocuments.................................................................................................................... 1 Analysis........................................................................................................................................... 1 Conclusion....................................................................................................................................... 1 Existing and Reserved Equipment..................................................................................................... 2 Equipmentto be Removed............................................................................................................... 2 ProposedEquipment....................................................................................................................... 2 StructureUsages.............................................................................................................................. 3 Foundations..................................................................................................................................... 3 Deflectionand Sway......................................................................................................................... 3 StandardConditions......................................................................................................................... 4 Calculations......................................................................................................................... Attached if f w r t ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER° CON PO RATION Introduction Eng. Number OAA732153_C3_02 May 29, 2018 Page 1 The purpose of this report is to summarize results of a structural analysis performed on the 138 ft monopole to reflect the change in loading by T-Mobile. Supporting Documents Tower Drawings TransAmerican Job #23513-0153, dated June 11, 2013 Foundation Drawing TransAmerican Job #23513-0153, dated June 11, 2013 Geotechnical Report G2 Project #122185, dated July 11, 2012 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222. Basic Wind Speed: 105 mph (3-Second Gust, Vasd) / 135 mph (3-Second Gust, Vult) Basic Wind Speed w/ Ice: No Ice Considered Code: ANSI/TIA-222-G / 2015 IBC / 6th Ed. (2017) Florida Building Code Structure Gass: 11 Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss = 0.08, S1= 0.04 Site Class: D -Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com I.7 AMERICAN TOWER° C O N I O 4 A T I O M Existing and Reserved Equipment Eng. Number OAA732153_C3_02 May 29, 2018 Page 2 Elevation' (ft) City Antenna Mount Type Lines Carrier Mount RAID 135.0 136.0 3 Raycap DC6-48-60-0-8F latform w / PHandrails 18) 7/8" Coax 6) 0.78" 8 AWG 6 3) 3/8" RET Control Cable 1) 2 1/2" conduit AT& T Mobility 3 Andrew SBNH-1D6565B 6 Andrew SBNHH-1D65B 3 Commscope NNHH-65B-R4 135. 0 9 Andrew E15S09P78 3 Ericsson RRUS A2 3 Ericsson RRUS 4415 B25 3 Ericsson RRUS 4426 B66 3 Ericsson RRUS 11(Band 4) 3 Ericsson RRUS 12 125. 0 125.0 3 Ericsson RRUS 31 B25 w/ Brackets Platform w/Handrails 3)1.55" Hybrid Sprint Nextel 6EricssonRRUS11(Band 7) 3 Ericsson AIR 6468 B41E 3 RFS APXVBBLL20X 43-C-120 Equipment to be Removed Elevation' ( ft) City Antenna Mount Type Lines Carrier MountIRAIDNo loading considered as to be removed Proposed Equipment Elevation' ( ft) City Antenna Mount Type Lines Carrier Mount RAID 115. 0 115.0 3 Nokia FRBG Sector Frames 2)1.58" Hybrid T-Mobile 2 Nokia FRIJ 2 Raycap RNSNDC-7771-PF-48 3 Commscope FFHH-65B-R3 3 Nokia AirScale MAA 16T16R 625/1366 20OW AAFIA Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). Install proposed coax inside the pole shaft. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER° C O it O a A T I O M Structure Usages Eng. Number OAA732153_C3_02 May 29, 2018 Page 3 Structural Component---- Controlling Usage Pass/Fail Anchor Bolts 71% Pass Shaft 83% Pass--- - Base Plate 48% Pass Foundations Reaction Component Original Design Factored Design Analysis Reactions of Design Reactions Reactions * Moment (Kips -Ft) 3,150.0 3,150.0 2,551.9 81% Shear (Kips) 31.0 31.0 24.4 79% The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1 — - - -- The structure base reactions resulting from this analysis are -acceptable when -compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation -will be required. Deflection and Sway* - Antenna Elevation (ft) Antenna Carrier Deflection ft) Sway (Rotation) Nokia FRBG Nokia=FRIJ° — Raycap RNSNDC-7771-PF-48115.0 T-Mobile L183 1.175 Commscope FFHH-65B-R3 Nokia AirScale MAA 16T16R B25/B66 20OW AAFIA Deflection and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER° G Q s/ 0 Y A T I O M Standard Conditions All engineering services performed by ATC Tower Services LLC are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: Information supplied by the client regarding antenna, mounts and feed line loading Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services LLC It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services LLC, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com 2007 - 2018 by ATC iP LLC. All rights reserved. 5 6 41- 53'-0" 3/16"Thick. 65 KSI) V" Job Information Pole: 283448 Code: ANSI/TIA-222-G Location: AIRPORT ROAD FL, FL Description : Client : T-MOBILE Struct Class :- 11- Shape : 18 Sides Exposure: B Height: 138.00 (ft) Topo : 1 Base Elev (ft): 1.00 Taper: 0.191124in/ft) Sections Properties Diameter (in) Overlap Steel Shaft Length Accross Flats Thick Joint Length Grade Section ft) Top Bottom in) Type in) Shape (ksi) 1 53.000 39.37 49.50 0.313 0.000 18 Sides 65 2 42.500 32.84 40.96 0.250 Slip Joint 69.000 18 Sides 65 3 53._000 24.00 34.13 0.188 Slip Joint 57.000 18 Sides 65 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 135.000 135.000 3 Ericsson RRUS 4415 B25 135.000 135.000 3 Ericsson RRUS 4426 B66 135.000 136.000 3 Commscope NNHH-65B-R4 135.000 135.006 1 Round Platform w/ Handrails 135.000 136.000 3 Andrew SBN H-1 D6565B 135.000 136.000 6 Andrew SBNHH-1 D65B 135.000 135.000 3 Ericsson RRUS 12 135.000 135.000 3 Ericsson RRUS 11 (Band 4) 135.000 135.000 3 Ericsson RRUS A2 135.000 136.000 3 Raycap DC6-48-60-0-8F 135.000 135.000 9 Andrew E15S09P78 125.000 125.000 1 Flat Platform w/ Handrails 125.000 125.000 3 RFS APXVBBLL20X_43-C-120 125.000 125.000 3 Ericsson AIR 6468 B41 E 125.000 125.000 6 Ericsson RRUS 11 (Band 7) 125.000 125.000 3 Ericsson RRUS 31 B25 w/ 115.000 115.000 3 Nokia AirScale MAA 16T16R 115.000 115.000 3 Commscope FFHH-65B-R3 115.000 115.000 2 Raycap RNSNDC-7771-PF-48 115.000 115.000 2 Nokia FRIJ 115.000 115.000 3 Nokia FRBG 115.000 115.000 3 Flat Li ht Sector Frame Linear Appurtenance Elev ft) Exposed From To Description To Wind 0.000 115.0 1.58" (40.1mm) No 0.000 125.0 1.55" (39.5mm) No 0.000 135.0 0.39" Fiber Trunk No 0.000 135.0 0.78" 8 AWG 6 No 0.000 135.0 2 1/2" conduit No 0.000 135.0 3/8" (0.38"- No 0.000 135.0 7/8" Coax No Load Cases 1.213 + 1.6W 105 mph -with No Ice 0.91) + 1.6W 105 mph with No Ice (Reduced DL) 1.213 + 1.01)i + 1.0Wi 30 mph with 0.00 in Radial Ice 1.2 + 0.2Sds) * DL + E Seismic Equivalent Lateral Forces Method 1.2 + 0.2Sds) * DL + E Seismic Equivalent Modal Analysis Method U5-V 115-0, a7-3, 5 53'-0' 3i16' Thick 65 K5I) 65 K5I) 69, 5116, Thick 65 K5I) 0a 0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Lateral 0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Equivalent Modal 1.01) + 1.OW Serviceability 60 mph Reactions Moment Shear Axial Load Case kip-ft) kip) kip) 1.21) + 1.6W 2551.87 24.44 32.52 0.91) + 1.6W 2520.06 24.42 24.38 1.21) + 1.ODi + 1.OWi 163.52 1.72 31.39 1.2 + 0.2Sds) * DL + E ELFM 127.01 1.06 31.90 1.2 + 0.2Sds) * DL + E EMAM 121.11 1.01 31.90 0.9 - 0.2Sds) * DL + E ELFM 125.25 1.06 23.15 0.9 - 0.2Sds) * DL + E EMAM 119.37 1.01 23.15 1.OD + 1.OW 517.30 4.98 27.14 Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 0.00 0.000 0.000 Load Case: 1.2D + 1.6W Max Ratio 83.31 % at 53.0 ft 135.000 -- — — _. — . — -- -- — 1.00 130.000 e 125.000 120.000 — ---- — --- i _ — -- — --- — — . — — 115.000 110.000 —_ _.—. — _— -- — --- — -- — — --- — — -- — — — — r — — -- — — — 105.000 100.000 n i i 95.000 89.750 85.000 i i 80.000 75.000— c w 65.000 — ---- — — 60.000 t 55.000 50.000 45.000 —*— r— — -----}------- -- — 35.000 30.000 -- - i — --- - - — - - - - - - - - - - - - - - 25.000 20.000 ----- _ _ - -- -= - -- - 15.000 10.000 5.000 --- 0.000 - - • - - - i 1.00 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 . Interaction Site Number: 283448 Code: ANSI/TIA-222-G 02007- 2018 byATC IP LLC. All rights reserved. Site Name: AIRPORT ROAD FL, FL Engineering Number: OAA732153_C3_02 5/29/2018 10:53:08 AM Customer: T-MOBILE Analysis Parameters Location : SEMINOLE County, FL Height (ft) : 138 Code : ANSIITIA-222-G Base Diameter (in) : 49.50 Shape: 18 Sides Top Diameter (in) : 24.00 Pole Type: Taper Taper (in/ft) : 0.191 Pole Manfacturer : TransAmerican Rotation (deg) : 0.00 Ice & Wind Parameters Structure Class: II Design Wind Speed Without Ice: 105 mph Exposure Category: B Design Wind Speed With Ice: 30 mph Topographic Category: 1 Operational Wind Speed: 60 mph Crest Height: 0 ft Design Ice Thickness: 0.00 in Seismic Parameters Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D - Stiff Soil Period Based on Rayleigh Method (sec): 2.40 TL ( sec): 8 p: 1.3 CS: 0.030 S S: 0.079 SI: 0.040 C s Max: 0.030 Fa: 1.600 Fv: 2.400 C s Min: 0.030 S ds: 0.084 Sd1: 0.064 Load Cases 1. 213 + 1.6W 105 mph with No Ice 0. 913 + 1.6W 105 mph with No Ice (Reduced DL) 1. 213 + 1.01)i + 1.0Wi 30 mph with 0.00 in Radial Ice 1. 2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method 1. 2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method 0. 9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method 0. 9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method 1. 01) + 1.0W Serviceability 60 mph Page: 1 Site Number: 283448 Code: ANSI/TIA-222-G 2007-2018byATCIPLLC. All rights reserved. Site Name: AIRPORT ROAD FL, FL Engineering Number: OAA732153_C3_02 5/29/2018 10:53:09 AM Customer: T-MOBILE Shaft Section Properties Slip Bottom Top Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Info (ft) (in) (ksi) Type Len (in) (lb) in) ft) (in 2) in4) Ratio Ratio in) ft) (in2) (in4) Ratio Ratio (in/ft) 1-18 53.000 0.3125 65 0.00 7,892 49.50 0.00 48.79 14912.8 26.17 158.40 39.37 53.00 38.74 7466.6 20.45 125.99 0.191123 2-18 42.500 0.2500 65 Slip 69.00 4,207 40.96 47.25 32.31 6768.5 27.13 163.88 32.84 89.75 25.86 3472.2 21.40 131.39 0.191123 3-18 53.000 0.1875 65 Slip 57.00 3,099 34.13 85.00 20.20 2940.1 30.33 182.02 24.00 138.00 14.17 1015.2 20.81 128.00 0.191123 Shaft Weight 15,198 Discrete Appurtenance Properties Attach Distance Vert No Ice Elev From Face Ecc Weight EPAa Orientation ft) Description Qty ft) ft) lb) sf) Factor 135.00 Andrew E15S09P78 9 0.000 0.000 17.40 0.870 0.50 135.00 Andrew SBNH-1 D6565B 3 0.000 1.000 47.40 8.170 0.69 135.00 Andrew SBNHH-1D65B 6 0.000 1.000 50.70 8.170 0.69 135.00 Commscope NNHH-65B-R4 3 0.000 1.000 83.80 12.270 0.64 135.00 Ericsson RRUS 11 (Band 4) 3 0.000 0.000 44.00 2.570 0.50 135.00 Ericsson RRUS 12 3 0.000 0.000 50.00 3.150 0.50 135.00 Ericsson RRUS 4415 B25 3 0.000 0.000 46.00 1.650 0.50 135.00 Ericsson RRUS 4426 B66 3 0.000 0.000 48.40 1.650 0.50 135.00 Ericsson RRUS A2 3 0.000 0.000 15.00 1.600 0.50 135.00 Raycap DC6-48-60-0-8F 3 0.000 1.000 32.80 1.190 1.00 135.00 Round Platform w/ Handrails 1 0.000 0.000 2000.00 27.200 1.00 125.00 Ericsson AIR 6468 B41E 3 0.000 0.000 97.00 6.640 0.60 125.00 Ericsson RRUS 11 (Band 7) 6 0.000 0.000 50.70 2.790 0.50 125.00 Ericsson RRUS 31 B25 w/ Bracke 3 0.000 0.000 59.50 2.020 0.50 125.00 Flat Platform w/ Handrails 1 0.000 0.000 2000.00 42.400 1.00 125.00 RFS APXVBBLL20X_43-C-120 3 0.000 0.000 85.30 14.350 0.65 115.00 Commscope FFHH-65B-R3 3 0.000 0.000 99.20 15.320 0.62 115.00 Flat Light Sector Frame 3 0.000 0.000 400.00 17.900 0.75 115.00 Nokia AirScale MAA 16T16R B25/ 3 0.000 0.000 273.40 15.630 0.65 115.00 Nokia FRBG 3 0.000 0.000 53.00 2.400 0.50 115.00 Nokia FRIJ 2 0.000 0.000 44.10 2.430 0.67 115.00 Raycap RNSNDC-7771-PF-48 2 0.000 0.000 14.90 3.240 0.67 Totals Num Loadings:22 72 9187.40 Linear Appurtenance Properties Elev Elev Coax Coax Projected From To Diameter Weight Width Exposed ft) (ft) Qty Description (in) (Ib/ft) Flat (in) To Wind Carrier 0.00 135.00 3 0.39" Fiber Trunk 0.39 0.06 N 0.00 N AT&T Mobility 0.00 135.00 6 0.78" 8 AWG 6 0.78 0.59 N 0.00 N AT&T Mobility 0.00 135.00 1 2 1/2" conduit 2.88 5.79 N 0.00 N AT&T Mobility 0.00 135.00 3 3/8" (0.38"- 9.5mm) 0.38 0.23 N 0.00 N AT&T Mobility 0.00 135.00 18 7/8" Coax 1.09 0.33 N 0.00 N AT&T Mobility 0.00 125.00 3 1.55" (39.5mm) Hybrid 1.55 0.55 N 0.00 N Sprint Nextel 0.00 115.00 2 1.58" (40.1mm) Hybrid 1.58 1.61 N 0.00 N T-Mobile Page: 2 Site Number: 283448 Site Name: AIRPORT ROAD FL, FL Customer: T-MOBILE Segment Properties (Max Len : 5.ft) Code: ANSI/TIA-222-G Engineering Number: OAA732153_C3_02 2007 - 2018 by ATC lP LLC. All rights reserved. 5/29/2018 10:53:09 AM Seg Top Flat Elev Thick Dia Area Ix W/t D/t F'y S Z Weight ft) Description in) in) ink in°) Ratio Ratio (ksi) in3) in3) lb) 0.00 0.3125 49.500 48.786 14,912.8 26.17 158.40 70.6 593.4 0.0 0.0 5.00 0.3125 48.544 47.838 14,060.4 25.63 155.34 71.3 570.5 0.0 822.0 10.00 0.3125 47.589 46.890 13,241.1 25.09 152.28 71.9 548.0 0.0 805.9 15.00 0.3125 46.633 45.943 12,454.3 24.55 149.23 72.5 526.0 0.0 789.7 20.00 0.3125 45.678 44.995 11,699.3 24.01 146.17 73.2 504.5 0.0 773.6 25.00 0.3125 44.722 44.047 10,975.4 23.47 143.11 73.8 483.4 0.0 757.5 30.00 0.3126 43.766 43.099 10,282.0 22.93 140.05 74.4 462.7 0.0 741.3 35.00 0.3125 42.811 42.151 9,618.5 22.39 136.99 75.1 442.5 0.0 725.2 40.00 0.3125 41.855 41.204 8,984.1 21.85 133.94 75.7 422.8 0.0 709.1 45.00 0.3125 40.899 40.256 8,378.3 21.31 130.88 76.3 403.5 0.0 693.0 47.25 Bot - Section 2 0.3125 40.469 39.829 8,114.8 21.07 129.50 76.6 394.9 0.0 306.6 50.00 0.3125 39.944 39.308 7,800.3 20.77 127.82 77.0 384.6 0.0 670.7 53.00 Top - Section 1 0.2500 39.870 31.438 6,235.1 26.36 159.48 70.4 308.0 0.0 721.6 55.00 0.2500 39.488 31.134 6,056.4 26.09 157.95 70.7 302.1 0.0 212.9 60.00 0.2500 38.533 30.376 5,624.6 25.41 154.13 71.5 287.5 0.0 523.3 65.00 0.2500 37.577 29.618 5,213.8 24.74 150.31 72.3 273.3 0.0 510.4 70.00 0.2500 36.621 28.860 4,823.5 24.07 146.49 73.1 259.4 0.0 497.5 75.00 0.2500 35.666 28.101 4,453.2 23.39 142.66 73.9 245.9 0.0 484.6 80.00 0.2500 34.710 27.343 4,102.4 22.72 138.84 74.7 232.8 0.0 471.7 85.00 Bot - Section 3 0.2500 33.755 26.585 3,770.5 22.04 135.02 75.5 220.0 0.0 458.8 89.75 Top - Section 2 0.1875 33.222 19.659 2,710.4 29.48 177.18 66.7 160.7 0.0 746.0 90.00 0.1875 33.174 19.630 2,698.7 29.43 176.93 66.8 160.2 0.0 16.7 95.00 0.1875 32.218 19.062 2,470.9 28.54 171.83 67.8 151.1 0.0 329.2 100.0 0.1875 31.263 18.493 2,256.2 27.64 166.73 68.9 142.1 0.0 319.5 105.0 0.1875 30.307 17.924 2,054.4 26.74 161.64 70.0 133.5 0.0 309.8 110.0 0.1875 29.351 17.356 1,865.0 25.84 156.54 71.0 125.2 0.0 300.1 115.0 0.1875 28.396 16.787 1,687.6 24.94 151.44 72.1 117.1 0.0 290.4 120.0 0.1875 27.440 16.218 1,521.9 24.04 146.35 73.1 109.2 0.0 280.8 125.0 0.1875 26.485 15.650 1,367.3 23.14 141.25 74.2 101.7 0.0 271.1 130.0 0.1875 25.529 15.081 1,223.6 22.24 136.15 75.2 94.4 0.0 261.4 135.0 0.1875 24.573 14.512 1,090.3 21.35 131.06 76.3 87.4 0.0 251.7 138.0 0.1875 24.000 14.171 1,015.2 20.81 128.00 76.9 83.3 0.0 146.4 15,198.3 Page: 3 Site Number: 283448 Code: ANSI/TIA-222-G ©2007-2018byATCIPLLC. AN rights reserved. Site Name: AIRPORT ROAD FL, FL Engineering Number: OAA732153_C3_02 5/29/2018 10:53:09 AM Customer: T-MOBILE Load Case: 1.2D + 1.6W 105 mph with No Ice 23 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ ft) Description Ib) (Ib) Ib) (Ib-ft) (lb-ft) Ib) (Ib) (Ib) (Ib) Ib) (lb-ft) (Ib) 0.00 222.7 0.0 5.00 441.0 986.4 10.00 432.3 967.0 15.00 423.6 947.7 20.00 415.0 928.3 25.00 406.3 909.0 30.00 404.1 889.6 35.00 409.8 870.3 40.00 415.8 850.9 45.00 303.9 831.6 47.25 Bot - Section 2 212.2 367.9 50.00 246.0 804.8 53.00 Top - Section 1 214.3 865.9 55.00 300.4 255.5 60.00 429.0 627.9 65.00 427.9 612.4 70.00 425.8 597.0 75.00 422.8 581.5 80.00 419.1 566.0 85.00 Bot - Section 3 406.5 550.5 89.75 Top - Section 2 208.4 895.2 90.00 216.0 20.1 95.00 408.3 395.0 100.00 402.0 383.4 105.00 395.2 371.8 110.00 387.8 360.1 115.00 Appurtenance(s) 379.9 348.5 120.00 371.6 336.9 125.00 Appurtenance(s) 362.8 325.3 130.00 353.6 313.7 135.00 Appurtenance(s) 276.8 302.1 138.00 102.3 175.7 4,201.1 0.0 0.0 3,113.8 4,023.6 0.0 0.0 3,635.5 5,122.5 0.0 2,979.7 4,275.6 Page: 4 0.0 0.0 222.7 0.0 0.0 0.0 0.0 126.1 441.0 1,112.4 0.0 0.0 0.0 126.1 432.3 1,093.1 0.0 0.0 0.0 126.1 423.6 1,073.7 0.0 0.0 0.0 126.1 415.0 1,054.4 0.0 0.0 0.0 126.1 406.3 1,035.0 0.0 0.0 0.0 126.1 404.1 1,015.7 0.0 0.0 0.0 126.1 409.8 996.3 0.0 0.0 0.0 126.1 415.8 977.0 0.0 0.0 0.0 126.1 303.9 957.6 0.0 0.0 0.0 56.7 212.2 424.6 0.0 0.0 0.0 69.3 246.0 874.1 0.0 0.0 0.0 75.6 214.3 941.6 0.0 0.0 0.0 50.4 300.4 305.9 0.0 0.0 0.0 126.1 429.0 754.0 0.0 0.0 0.0 126.1 427.9 738.5 0.0 0.0 0.0 126.1 425.8 723.0 0.0 0.0 0.0 126.1 422.8 707.5 0.0 0.0 0.0 126.1 419.1 692.1 0.0 0.0 0.0 126.1 406.5 676.6 0.0 0.0 0.0 119.8 208.4 1,014.9 0.0 0.0 0.0 6.3 216.0 26.4 0.0 0.0 0.0 126.1 408.3 521.0 0.0 0.0 0.0 126.1 402.0 509.4 0.0 0.0 0.0 126.1 395.2 497.8 0.0 0.0 0.0 126.1 387.8 486.2 0.0 0.0 0.0 126.1 4,581.0 3,588.4 0.0 0.0 0.0 106.7 371.6 443.7 0.0 0.0 0.0 106.7 4,386.4 4,067.6 0.0 0.0 0.0 96.8 353.6 410.5 0.0 0.0 0.0 96.8 5,399.3 4,674.5 0.0 0.0 0.0 0.0 102.3 175.7 0.0 0.0 Totals: 24,590.4 32,569.3 0.00 0.00 Site Number: 283448 Code: ANSI/TIA-222-G ©2007-2018byATCIPLLC. 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Site Name: AIRPORT ROAD FL, FL Engineering Number:OAA732153_C3_02 5/29/2018 10:53:11 AM Customer: T-MOBILE Load Case: 1.213 + 1.6W 105 mph with No Ice 23 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.20 Wind Load Factor :1.60 Calculated Forces Seg Pu Vu Elev FY (-) FX (-) ft) (kips) (kips) Tu MY ft-kips) Mu Mu MZ MX ft-kips) (ft-kips) Resultant Moment ft-kips) phi phi phi phi Pn Vn Tn Mn kips) (kips) (ft-kips) (ft-kips) Total Deflect Rotation in) (deg) Ratio 0.00 32.52 24.44 0.00 2,551.87 0.00 2,551.87 3,100.92 1,550.46 6,276.71 3,143.02 0.00 0.00 0.823 5.00 31.31 24.12 0.00 2,429.69 0.00 2,429.69 3,067.97 1,533.99 6,088.63 3,048.84 0.13 0.24 0.807 10.00 30.12 23.81 0.00 2,309.08 0.00 2,309.08 3,033.95 1,516.98 5,901.04 2,954.91 0.50 0.48 0.792 15.00 28.95 23.50 0.00 2,190.02 0.00 2,190.02 2,998.85 1,499.42 5,714.09 2,861.29 1.13 0.72 0.775 20.00 27.80 23.19 0.00 2,072.53 0.00 2,072.53 2,962.66 1,481.33 5,527.90 2,768.06 2.02 0.96 0.758 25.00 26.68 22.88 0.00 1,956.60 0.00 1,956.60 2,925.39 1,462.70 5,342.60 2,675.27 3.16 1.21 0.741 30.00 25.57 22.56 0.00 1,842.22 0.00 1,842.22 2,887.041,443.52 5,158.31 2,582.99 4.55 1.45 0.722 35.00 24.49 22.23 0.00 1,729.43 0.00 1,729.43 2,847.61 1,423.81 4,975.17 2,491.28 6.21 1.70 0.703 40.00 23.43 21.88 0.00 1,618.30 0.00 1,618.30 2,807.10 1,403.55 4,793.30 2,400.21 8.12 1.95 0.683 45.00 22.42 21.61 0.00 1,508.89 0.00 1,508.89 2,765.50 1,382.76 4,612.83 2,309.84 10.30 2.20 0.662 47.25 21.96 21.43 0.00 1,460.26 0.00 1,460.26 2,746.431,373.22 4,532.11 2,269.43 11.36 2.31 0.652 50.00 21.04 21.20 0.00 1,401.32 0.00 1,401.32 2,722.82 1,361.41 4,433.90 2,220.24 12.73 2.45 0.639 53.00 20.06 20.99 0.00 1,337.71 0.00 1,337.71 1,991.88 995.94 3,247.801,626.31 14.31 2.60 0.833 55.00 19.70 20.75 0.00 1,295.72 0.00 1,295.72 1,981.55 990.77 3,199.581,602.17 15.42 2.70 0.819 60.00 18.87 20.38 0.00 1,191.99 0.00 1,191.99 1,954.96 977.48 3,079.291,541.93 18.41 2.99 0.783 65.00 18.05 20.00 0.00 1,090.11 0.00 1,090.11 1,927.29 963.65 2,959.441,481.92 21.69 3.28 0.745 70.00 17.26 19.62 0.00 990.12 0.00 990.12 1,898.54 949.27 2,840.161,422.19 25.27 3.56 0.706 75.00 16.49 19.23 0.00 892.04 0.00 892.04 1,868.71 934.35 2,721.581,362.81 29.15 3.84 0.664 80.00 15.74 18.83 0.00 795.90 0.00 795.90 1,837.79 918.90 2,603.831,303.85 33.32 4.11 0.619 85.00 15.02 18.44 0.00 701.73 0.00 701.73 1,805.80 902.90 2,487.031,245.37 37.76 4.37 0.572 89.75 13.98 18.19 0.00 614.12 0.00 614.12 1,180.62 590.31 1,606.03 804.21 42.22 4.60 0.776 90.00 13.92 18.01 0.00 609.58 0.00 609.58 1,179.85 589.92 1,602.65 802.51 42.46 4.62 0.772 95.00 13.35 17.62 0.00 519.54 0.00 519.54 1,163.80 581.90 1,534.79 768.54 47.45 4.91 0.688 100.00 12.80 17.24 0.00 431.42 0.00 431.42 1,146.67 573.34 1,466.83 734.50 52.75 5.19 0.599 105.00 12.28 16.85 0.00 345.23 0.00 345.23 1,128.46 564.23 1,398.87 700.48 58.31 5.43 0.505 110.00 11.78 16.45 0.00 261.00 0.00 261.00 1,109.17 554.58 1,331.06 666.52 64.11 5.64 0.403 115.00 8.63 11.56 0.00 178.73 0.00 178.73 1,088.79 544.40 1,263.52 632.70 70.10 5.81 0.291 120.00 8.21 11.16 0.00 120.94 0.00 120.94 1,067.33 533.67 1,196.39 599.08 76.25 5.94 0.210 125.00 4.61 6.38 0.00 65.15 0.00 65.15 1,044.80 522.40 1,129.78 565.73 82.51 6.02 0.120 130.00 4.24 5.99 0.00 33.27 0.00 33.27 1,021.17 510.59 1,063.82 532.70 88.84 6.08 0.067 135.00 0.16 0.12 0.00 0.36 0.00 0.36 996.47 498.24 998.65 500.07 95.20 6.10 0.001 138.00 0.00 0.10 0.00 0.00 0.00 0.00 981.13 490.57 959.98 480.71 99.03 6.10 0.000 Page: 5 Site Number: 283448 Code: ANSI/TIA-222-G 02007-2018byATCIPLLC. 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Site Name: AIRPORT ROAD FL, FL Engineering Number: OAA732153_C3_02 5/29/2018 10:53:11 AM Customer: T-MOBILE Load Case: 0.91) + 1.6W 105 mph with No Ice (Reduced DL) 23 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 Applied Segment Forces Summa Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ ft) Description Ib) (Ib) Ib) (lb-ft) (lb-ft) Ib) Ib) (Ib) (Ib) Ib) (lb-ft) (Ib) 0. 00 222.7 0.0 5. 00 441.0 739.8 10. 00 432.3 725.3 15. 00 423.6 710.8 20. 00 415.0 696.2 25. 00 406.3 681.7 30. 00 404.1 667.2 35. 00 409.8 652.7 40. 00 415.8 638.2 45. 00 303.9 623.7 47. 25 Bot - Section 2 212.2 275.9 50. 00 246.0 603.6 53. 00 Top - Section 1 214.3 649.5 55. 00 300.4 191.6 60. 00 429.0 470.9 65. 00 427.9 459.3 70. 00 425.8 447.7 75. 00 422.8 436.1 80. 00 419.1 424.5 85. 00 Bot - Section 3 406.5 412.9 89. 75 Top - Section 2 208.4 671.4 90. 00 216.0 15.0 95. 00 408.3 296.2 100. 00 402.0 287.5 105. 00 395.2 278.8 110. 00 387.8 270.1 115. 00 Appurtenance(s) 379.9 261.4 120. 00 371.6 252.7 125. 00 Appurtenance(s) 362.8 244.0 130. 00 353.6 235.3 135. 00 Appurtenance(s) 276.8 226.6 138. 00 102.3 131.8 4, 201.1 0.0 0.0 2,335.3 4, 023.6 0.0 0.0 2,726.6 5, 122.5 0.0 2,979.7 3,206.7 Page: 6 0. 0 0.0 222.7 0.0 0.0 0.0 0. 0 94.5 441.0 834.3 0.0 0.0 0. 0 94.5 432.3 819.8 0.0 0.0 0. 0 94.5 423.6 805.3 0.0 0.0 0. 0 94.5 415.0 790.8 0.0 0.0 0. 0 94.5 406.3 776.3 0.0 0.0 0. 0 94.5 404.1 761.8 0.0 0.0 0. 0 94.5 409.8 747.2 0.0 0.0 0. 0 94.5 415.8 732.7 0.0 0.0 0. 0 94.5 303.9 718.2 0.0 0.0 0. 0 42.5 212.2 318.5 0.0 0.0 0. 0 52.0 246.0 655.6 0.0 0.0 0. 0 56.7 214.3 706.2 0.0 0.0 0. 0 37.8 300.4 229.4 0.0 0.0 0. 0 94.5 429.0 565.5 0.0 0.0 0. 0 94.5 427.9 553.9 0.0 0.0 0. 0 94.5 425.8 542.3 0.0 0.0 0. 0 94.5 422.8 530.7 0.0 0.0 0. 0 94.5 419.1 519.0 0.0 0.0 0. 0 94.5 406.5 507.4 0.0 0.0 0. 0 89.8 208.4 761.2 0.0 0.0 0. 0 4.7 216.0 19.8 0.0 0.0 0. 0 94.5 408.3 390.8 0.0 0.0 0. 0 94.5 402.0 382.1 0.0 0.0 0. 0 94.5 395.2 373.4 0.0 0.0 0. 0 94.5 387.8 364.7 0.0 0.0 0. 0 94.5 4,581.0 2,691.3 0.0 0.0 0. 0 80.1 371.6 332.8 0.0 0.0 0. 0 80.1 4,386.4 3,050.7 0.0 0.0 0. 0 72.6 353.6 307.9 0.0 0.0 0. 0 72.6 5,399.3 3,505.9 0.0 0.0 0. 0 0.0 102.3 131.8 0.0 0.0 Totals: 24,590.4 24,427.0 0.00 0.00 Site Number: 283448 Code: ANSIITIA-222-G ©2007-2018byATCIPLLC. 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Site Name: AIRPORT ROAD FL, FL Engineering Number:OAA732153_C3_02 5/29/2018 10:53:13 AM Customer: T-MOBILE Load Case: 0.9D + 1.6W 105 mph with No Ice (Reduced DL) 23 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :0.90 Wind Load Factor :1.60 Calculated Forces Seg Pu Vu Elev FY (-) FX (-) ft) (kips) (kips) Tu MY ft-kips) Mu Mu MZ MX ft-kips) (ft-kips) Resultant Moment ft-kips) phi phi Pn Vn kips) (kips) phi phi Tn Mn ft-kips) (ft-kips) Total Deflect Rotation in) (deg) Ratio 0.00 24.38 24.42 0.00 2,520.06 0.00 2,520.06 3,100.92 1,550.46 6,276.71 3,143.02 0.00 0.00 0.810 5.00 23.44 24.07 0.00 2,397.97 0.00 2,397.97 3,067.97 1,533.99 6,088.63 3,048.84 0.13 0.23 0.794 10.00 22.53 23.73 0.00 2,277.62 0.00 2,277.62 3,033.95 1,516.98 5,901.04 2,954.91 0.50 0.47 0.778 15.00 21.63 23.39 0.00 2,168.98 0.00 2,158.98 2,998.85 1,499.42 5,714.09 2,861.29 1.12 0.71 0.762 20.00 20.75 23.05 0.00 2,042.04 0.00 2,042.04 2,962.66 1,481.33 5,527.90 2,768.06 1.99 0.95 0.745 25.00 19.88 22.71 0.00 1,926.81 0.00 1,926.81 2,925.39 1,462.70 5,342.60 2,675.27 3.12 1.19 0.727 30.00 19.04 22.37 0.00 1,813.25 0.00 1,813.25 2,887.041,443.52 5,158.31 2,582.99 4.49 1.43 0.709 35.00 18.21 22.02 0.00 1,701.40 0.00 1,701.40 2,847.61 1,423.81 4,975.17 2,491.28 6.12 1.68 0.690 40.00 17.40 21.65 0.00 1,591.31 0.00 1,591.31 2,807.10 1,403.56 4,793.30 2,400.21 8.01 1.92 0.669 45.00 16.62 21.38 0.00 1,483.05 0.00 1,483.05 2,765.50 1,382.75 4,612.83 2,309.84 10.15 2.16 0.648 47.25 16.27 21.19 0.00 1,434.95 0.00 1,434.95 2,746.43 1,373.22 4,532.11 2,269.43 11.20 2.27 0.638 50.00 15.57 20.96 0.00 1,376.69 0.00 1,376.69 2,722.82 1,361.41 4,433.90 2,220.24 12.55 2.41 0.626 53.00 14.83 20.74 0.00 1,313.84 0.00 1,313.84 1,991.88 995.94 3,247.801,626.31 14.11 2.56 0.816 55.00 14.55 20.48 0.00 1,272.36 0.00 1,272.36 1,981.55 990.77 3,199.581,602.17 15.20 2.66 0.802 60.00 13.90 20.09 0.00 1,169.97 0.00 1,169.97 1,954.96 977.48 3,079.291,541.93 18.14 2.94 0.766 65.00 13.28 19.70 0.00 1,069.51 0.00 1,069.51 1,927.29 963.65 2,959.441,481.92 21.37 3.23 0.729 70.00 12.67 19.30 0.00 971.01 0.00 971.01 1,898.54 949.27 2,840.161,422.19 24.90 3.50 0.690 75.00 12.08 18.91 0.00 874.49 0.00 874.49 1,868.71 934.35 2,721.581,362.81 28.71 3.78 0.649 80.00 11.50 18.50 0.00 779.97 0.00 779.97 1,837.79 918.90 2,603.831,303.85 32.81 4.04 0.605 85.00 10.95 18.11 0.00 687.45 0.00 687.45 1,805.80 902.90 2,487.031,245.37 37.17 4.29 0.558 89.75 10.17 17.86 0.00 601.44 0.00 601.44 1,180.62 590.31 1,606.03 804.21 41.56 4.53 0.757 90.00 10.12 17.67 0.00 596.97 0.00 596.97 1,179.85 589.92 1,602.65 802.51 41.80 4.54 0.753 95.00 9.68 17.28 0.00 508.61 0.00 508.61 1,163.80 581.90 1,534.79 768.54 46.70 4.83 0.671 100.00 9.26 16.89 0.00 422.19 0.00 422.19 1,146.67 573.34 1,466.83 734.50 51.90 5.10 0.584 105.00 8.86 16.50 0.00 337.75 0.00 337.75 1,128.46 564.23 1,398.87 700.48 57.37 5.34 0.491 110.00 8.48 16.10 0.00 255.26 0.00 255.26 1,109.17 564.58 1,331.06 666.52 63.06 5.54 0.391 115.00 6.22 11.30 0.00 174.74 0.00 174.74 1,088.79 544.40 1,263.62 632.70 68.95 5.71 0.282 120.00 5.91 10.90 0.00 118.26 0.00 118.26 1,067.33 533.67 1,196.39 599.08 74.99 5.83 0.203 125.00 3.32 6.23 0.00 63.74 0.00 63.74 1,044.80 522.40 1,129.78 565.73 81.14 5.91 0.116 130.00 3.04 5.85 0.00 32.58 0.00 32.58 1,021.17 510.59 1,063.82 532.70 87.35 5.97 0.064 135.00 0.12 0.12 0.00 0.35 0.00 0.35 996.47 498.24 998.65 500.07 93.60 5.99 0.001 138.00 0.00 0.10 0.00 0.00 0.00 0.00 981.13 490.57 959.98 480.71 97.35 5.99 0.000 Page: 7 Site Number: 283448 Code: ANSIITIA-222-G 02007-2018byATCIPLLC. 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Site Name: AIRPORT ROAD FL, FL Engineering Number: OAA732153_C3_02 5/29/2018 10:53:13 AM Customer: T-MOBILE Load Case: 1.213 + 1.01)i + 1.0Wi 30 mph with 0.00 in Radial Ice 21 Iterations Gust Response Factor :1.10 Ice Dead Load Factor 1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor .1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY M2 Load Wind FX Load Wind FX Load MY MZ ft) Description lb) (lb) Ib) (lb-ft) (lb-ft) Ib) (Ib) (Ib) (Ib) Ib) (lb-ft) (Ib) 0.00 21.0 0.0 5.00 41.5 986.4 10.00 40.7 967.0 15.00 39.9 947.7 20.00 39.1 928.3 25.00 38.3 909.0 30.00 38.1 889.6 35.00 38.6 870.3 40.00 39.2 850.9 45.00 28.6 831.6 47.25 Bot - Section 2 20.0 367.9 50.00 23.2 804.8 53.00 Top - Section 1 20.2 865.9 55.00 28.3 255.5 60.00 40.4 627.9 65.00 40.3 612.4 70.00 40.1 597.0 75.00 39.8 581.5 80.00 39.5 566.0 85.00 Bot - Section 3 38.3 550.5 89.75 Top - Section 2 19.6 895.2 90.00 20.3 20.1 95.00 38.5 395.0 100.00 37.9 383.4 105.00 37.2 371.8 110.00 36.5 360.1 115.00 Appurtenance(s) 35.8 348.5 120.00 35.0 336.9 125.00 Appurtenance(s) 34.2 325.3 130.00 33.3 313.7 135.00 Appurtenance(s) 26.1 302.1 138.00 9.6 175.7 214.4 0.0 0.0 2,783.8 205.2 0.0 0.0 3,185.5 260.3 0.0 152.1 3,875.6 Page: 8 0.0 0.0 21.0 0.0 0.0 0.0 0.0 126.1 41.5 1,112.4 0.0 0.0 0.0 126.1 40.7 1,093.1 0.0 0.0 0.0 126.1 39.9 1,073.7 0.0 0.0 0.0 126.1 39.1 1,054.4 0.0 0.0 0.0 126.1 38.3 1,035.0 0.0 0.0 0.0 126.1 38.1 1,015.7 0.0 0.0 0.0 126.1 38.6 996.3 0.0 0.0 0.0 126.1 39.2 977.0 0.0 0.0 0.0 126.1 28.6 957.6 0.0 0.0 0.0 56.7 20.0 424.6 0.0 0.0 0.0 69.3 23.2 874.1 0.0 0.0 0.0 75.6 20.2 941.6 0.0 0.0 0.0 50.4 28.3 305.9 0.0 0.0 0.0 126.1 40.4 754.0 0.0 0.0 0.0 126.1 40.3 738.5 0.0 0.0 0.0 126.1 40.1 723.0 0.0 0.0 0.0 126.1 39.8 707.5 0.0 0.0 0.0 126.1 39.5 692.1 0.0 0.0 0.0 126.1 38.3 676.6 0.0 0.0 0.0 119.8 19.6 1,014.9 0.0 0.0 0.0 6.3 20.3 26.4 0.0 0.0 0.0 126.1 38.5 521.0 0.0 0.0 0.0 126.1 37.9 509.4 0.0 0.0 0.0 126.1 37.2 497.8 0.0 0.0 0.0 126.1 36.5 486.2 0.0 0.0 0.0 126.1 250.2 3,258.4 0.0 0.0 0.0 106.7 35.0 443.7 0.0 0.0 0.0 106.7 239.4 3,617.6 0.0 0.0 0.0 96.8 33.3 410.5 0.0 0.0 0.0 96.8 286.4 4,274.5 0.0 0.0 0.0 0.0 9.6 175.7 0.0 0.0 Totals: 1,738.92 31,389.3 0.00 0.00 Site Number: 283448 Code: ANSIITIA-222-G ©2007-2018byATCIPLLC. 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Site Name: AIRPORT ROAD FL, FL Customer: T-MOBILE Engineering Number: OAA732153_C3_02 5/29/2018 10:53:15 AM Load Case: 1.21) + 1.01)i + 1.OWi 30 mph with 0.00 in Radial Ice 21 Iterations Gust Response Factor :1.10 Ice Dead Load Factor 1.00 Wind Importance Factor 1.00 Dead Load Factor :1.20 Ice Importance Factor ..1.00 Wind Load Factor :1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) kips) kips) ft-kips) ft-kips) (ft-kips) ft-kips) kips) (kips) (ft-kips) (ft-kips) in) deg) Ratio 0.00 31.39 1.72 0.00 163.52 0.00 163.52 3,100.921,550.46 6,276.71 3,143.02 0.00 0.00 0.062 5.00 30.28 1.69 0.00 154.91 0.00 154.91 3,067.97 1,533.99 6,088.63 3,048.84 0.01 0.02 0.061 10.00 29.18 1.65 0.00 146.47 0.00 146.47 3,033.95 1,516.98 5,901.04 2,954.91 0.03 0.03 0.069 15.00 28.11 1.62 0.00 138.20 0.00 138.20 2,998.85 1,499.42 5,714.09 2,861.29 0.07 0.05 0.058 20.00 27.05 1.59 0.00 130.09 0.00 130.09 2,962.66 1,481.33 5,527.90 2,768.06 0.13 0.06 0.056 25.00 26.02 1.56 0.00 122.15 0.00 122.15 2,925.39 1,462.70 5,342.60 2,675.27 0.20 0.08 0.055 30.00 25.00 1.52 0.00 114.37 0.00 114.37 2,887.041,443.52 5,158.31 2,582.99 0.29 0.09 0.053 35.00 24.01 1.49 0.00 106.75 0.00 106.75 2,847.61 1,423.81 4,975.17 2,491.28 0.39 0.11 0.051 40.00 23.03 1.45 0.00 99.31 0.00 99.31 2,807.10 1,403.55 4,793.30 2,400.21 0.51 0.12 0.050 45.00 22.07 1.43 0.00 92.04 0.00 92.04 2,765.50 1,382.75 4,612.83 2,309.84 0.65 0.14 0.048 47.25 21.65 1.41 0.00 88.82 0.00 88.82 2,746.431,373.22 4,532.11 2,269.43 0.72 0.14 0.047 50.00 20.77 1.39 0.00 84.95 0.00 84.95 2,722.82 1,361.41 4,433.90 2,220.24 0.80 0.15 0.046 53.00 19.83 1.37 0.00 80.79 0.00 80.79 1,991.88 995.94 3,247.801,626.31 0.90 0.16 0.060 55.00 19.52 1.34 0.00 78.05 0.00 78.05 1,981.55 990.77 3,199.581,602.17 0.97 0.17 0.059 60.00 18.77 1.31 0.00 71.34 0.00 71.34 1,954.96 977.48 3,079.291,541.93 1.15 0.19 0.056 65.00 18.03 1.27 0.00 64.82 0.00 64.82 1,927.29 963.65 2,959.441,481.92 1.36 0.20 0.053 70.00 17.31 1.23 0.00 58.48 0.00 58.48 1,898.54 949.27 2,840.161,422.19 1.58 0.22 0.050 75.00 16.60 1.19 0.00 52.33 0.00 52.33 1,868.71 934.35 2,721.581,362.81 1.82 0.24 0.047 80.00 15.91 1.15 0.00 46.37 0.00 46.37 1,837.79 918.90 2,603.831,303.85 2.07 0.25 0.044 85.00 15.23 1.12 0.00 40.60 0.00 40.60 1,805.80 902.90 2,487.031,245.37 2.35 0.27 0.041 89.75 14.22 1.09 0.00 35.30 0.00 35.30 1,180.62 590.31 1,606.03 804.21 2.62 0.28 0.056 90.00 14.19 1.08 0.00 35.03 0.00 35.03 1,179.85 589.92 1,602.65 802.51 2.63 0.28 0.056 96.00 13.67 1.04 0.00 29.65 0.00 29.65 1,163.80 581.90 1,534.79 768.64 2.94 0.30 0.050 100.00 13.16 1.00 0.00 24.46 0.00 24.46 1,146.67 573.34 1,466.83 734.50 3.26 0.31 0.045 105.00 12.66 0.96 0.00 19.46 0.00 19.46 1,128.46 564.23 1,398.87 700.48 3.59 0.33 0.039 110.00 12.18 0.93 0.00 14.64 0.00 14.64 1,109.17 554.58 1,331.06 666.52 3.94 0.34 0.033 115.00 8.92 0.66 0.00 10.00 0.00 10.00 1,088.79 544.40 1,263.52 632.70 4.30 0.35 0.024 120.00 8.47 0.62 0.00 6.71 0.00 6.71 1,067.33 533.67 1,196.39 599.08 4.67 0.36 0.019 125.00 4.86 0.36 0.00 3.60 0.00 3.60 1,044.80 522.40 1,129.78 565.73 5.05 0.36 0.011 130.00 4.45 0.32 0.00 1.80 0.00 1.80 1,021.17 510.59 1,063.82 532.70 5.43 0.36 0.008 135.00 0.18 0.01 0.00 0.03 0.00 0.03 996.47 498.24 998.65 500.07 5.81 0.36 0.000 138.00 0.00 0.01 0.00 0.00 0.00 0.00 981.13 490.57 959.98 480.71 6.04 0.36 0.000 Page: 9 Site Number: 283448 Code: ANSIITIA-222-G ©2007- 2018 byATC IP LLC. 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Site Name: AIRPORT ROAD FL, FL Engineering Number: OAA732153_C3_02 5/29/2018 10:53:16 AM Customer: T-MOBILE Load Case: 1.0D + 1.OW Serviceability 60 mph 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Elev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ ft) Description Ib) Ib) Ib) (lb-ft) (lb-ft) (Ib) Ib) Ib) Ib) Ib) lb-ft) Ib) 0.00 45.4 0.0 0.0 0.0 45.4 0.0 0.0 0.0 5.00 90.0 822.0 0.0 105.1 90.0 927.0 0.0 0.0 10.00 88.2 805.9 0.0 105.1 88.2 910.9 0.0 0.0 15.00 86.5 789.7 0.0 105.1 86.5 894.8 0.0 0.0 20.00 84.7 773.6 0.0 105.1 84.7 878.6 0.0 0.0 25.00 82.9 757.5 0.0 105.1 82.9 862.5 0.0 0.0 30.00 82.5 741.3 0.0 105.1 82.5 846.4 0.0 0.0 35.00 83.6 725.2 0.0 105.1 83.6 830.3 0.0 0.0 40.00 84.9 709.1 0.0 105.1 84.9 814.1 0.0 0.0 45.00 62.0 693.0 0.0 105.1 62.0 798.0 0.0 0.0 47.25 Bot - Section 2 43.3 306.6 0.0 47.3 43.3 353.8 0.0 0.0 50.00 50.2 670.7 0.0 57.8 50.2 728.4 0.0 0.0 53.00 Top - Section 1 43.7 721.6 0.0 63.0 43.7 784.6 0.0 0.0 55.00 61.3 212.9 0.0 42.0 61.3 254.9 0.0 0.0 60.00 87.5 523.3 0.0 105.1 87.5 628.3 0.0 0.0 65.00 87.3 510.4 0.0 105.1 87.3 615.4 0.0 0.0 70.00 86.9 497.5 0.0 105.1 86.9 602.5 0.0 0.0 75.00 86.3 484.6 0.0 105.1 86.3 589.6 0.0 0.0 80.00 85.5 471.7 0.0 105.1 85.5 676.7 0.0 0.0 85.00 Bot - Section 3 83.0 458.8 0.0 105.1 83.0 563.8 0.0 0.0 89.75 Top - Section 2 42.5 746.0 0.0 99.8 42.5 845.8 0.0 0.0 90.00 44.1 16.7 0.0 5.3 44.1 22.0 0.0 0.0 95.00 83.3 329.2 0.0 105.1 83.3 434.2 0.0 0.0 100.00 82.0 319.5 0.0 105.1 82.0 424.5 0.0 0.0 105.00 80.6 309.8 0.0 105.1 80.6 414.8 0.0 0.0 110.00 79.1 300.1 0.0 105.1 79.1 405.2 0.0 0.0 115.00 Appurtenance(s) 77.5 290.4 857.4 0.0 0.0 2,594.8 0.0 105.1 934.9 2,990.3 0.0 0.0 120.00 75.8 280.8 0.0 89.0 75.8 369.7 0.0 0.0 125.00 Appurtenance(s) 74.0 271.1 821.1 0.0 0.0 3,029.6 0.0 89.0 895.2 3,389.6 0.0 0.0 130.00 72.2 261.4 0.0 80.7 72.2 342.1 0.0 0.0 135.00 Appurtenance(s) 56.5 251.7 1,045.4 0.0 608.1 3,563.0 0.0 80.7 1,101.9 3,895.4 0.0 0.0 138.00 20.9 146.4 0.0 0.0 20.9 146.4 0.0 0.0 Totals: 5,018.46 27,141.1 0.00 0.00 Page: 10 Site Number: 283448 Site Name: AIRPORT ROAD FL, FL Customer: T-MOBILE Code: ANSI/TIA-222-G Engineering Number:OAA732153_C3_02 2007 - 2018 by ATC IP LLC. All rights reserved. 5/29/2018 10:53:18 AM Load Case: 1.01) + 1.OW Serviceability 60 mph 22 Iterations Gust Response Factor :1.10 Wind Importance Factor 1.00 Dead Load Factor :1.00 Wind Load Factor :1.00 Calculated Forces Seg Elev ft) Pu FY (-) kips) Vu FX (-) kips) Tu MY ft-kips) Mu Mu MZ MX ft-kips) (ft-kips) Resultant Moment ft-kips) phi phi phi phi Pn Vn Tn Mn kips) (kips) (ft-kips) (ft-kips) Total Deflect Rotation in) (deg) Ratio 0.00 27.14 4.98 0.00 517.30 0.00 517.30 3,100.921,550.46 6,276.71 3,143.02 0.00 0.00 0.173 5.00 26.21 4.92 0.00 492.38 0.00 492.38 3,067.97 1,533.99 6,088.63 3,048.84 0.03 0.05 0.170 10.00 25.29 4.85 0.00 467.80 0.00 467.80 3,033.95 1,516.98 5,901.04 2,954.91 0.10 0.10 0.167 15.00 24.39 4.78 0.00 443.56 0.00 443.56 2,998.85 1,499.42 5,714.09 2,861.29 0.23 0.15 0.163 20.00 23.51 4.71 0.00 419.66 0.00 419.65 2,962.66 1,481.33 5,527.90 2,768.06 0.41 0.19 0.160 25.00 22.65 4.65 0.00 396.09 0.00 396.09 2,925.39 1,462.70 5,342.60 2,675.27 0.64 0.24 0.156 30.00 21.80 4.58 0.00 372.85 0.00 372.85 2,887.041,443.52 5,158.31 2,582.99 0.92 0.29 0.152 35.00 20.96 4.51 0.00 349.96 0.00 349.96 2,847.61 1,423.81 4,975.17 2,491.28 1.26 0.34 0.148 40.00 20.14 4.44 0.00 327.41 0.00 327.41 2,807.10 1,403.55 4,793.30 2,400.21 1.65 0.39 0.144 45.00 19.34 4.38 0.00 305.22 0.00 305.22 2,765.50 1,382.75 4,612.83 2,309.84 2.09 0.44 0.139 47.25 18.99 4.34 0.00 295.37 0.00 295.37 2,746.43 1,373.22 4,532.11 2,269.43 2.30 0.47 0.137 50.00 18.26 4.30 0.00 283.42 0.00 283.42 2,722.82 1,361.41 4,433.90 2,220.24 2.58 0.50 0.134 53.00 17.47 4.25 0.00 270.53 0.00 270.53 1,991.88 995.94 3,247.801,626.31 2.90 0.53 0.175 55.00 17.22 4.20 0.00 262.02 0.00 262.02 1,981.55 990.77 3,199.581,602.17 3.12 0.55 0.172 60.00 16.58 4.13 0.00 241.01 0.00 241.01 1,954.96 977.48 3,079.291,541.93 3.73 0.61 0.165 65.00 15.96 4.05 0.00 220.39 0.00 220.39 1,927.29 963.65 2,959.441,481.92 4.39 0.66 0.157 70.00 15.36 3.97 0.00 200.15 0.00 200.15 1,898.54 949.27 2,840.161,422.19 5.12 0.72 0.149 76.00 14.77 3.89 0.00 180.31 0.00 180.31 1,868.71 934.35 2,721.581,362.81 5.90 0.78 0.140 80.00 14.19 3.81 0.00 160.87 0.00 160.87 1,837.79 918.90 2,603.831,303.85 6.75 0.83 0.131 85.00 13.62 3.73 0.00 141.83 0.00 141.83 1,805.80 902.90 2,487.031,245.37 7.65 0.88 0.121 89.75 12.78 3.68 0.00 124.12 0.00 124.12 1,180.62 590.31 1,606.03 804.21 8.56 0.93 0.165 90.00 12.75 3.64 0.00 123.20 0.00 123.20 1,179.85 589.92 1,602.65 802.51 8.60 0.93 0.164 95.00 12.32 3.56 0.00 104.99 0.00 104.99 1,163.80 581.90 1,534.79 768.54 9.61 0.99 0.147 100.00 11.89 3.48 0.00 87.18 0.00 87.18 1,146.67 573.34 1,466.83 734.50 10.68 1.05 0.129 105.00 11.47 3.41 0.00 69.76 0.00 69.76 1,128.46 564.23 1,398.87 700.48 11.81 1.10 0.110 110.00 11.07 3.33 0.00 52.73 0.00 52.73 1,109.17 554.58 1,331.06 666.52 12.98 1.14 0.089 115.00 8.10 2.33 0.00 36.11 0.00 36.11 1,088.79 544.40 1,263.52 632.70 14.20 1.18 0.065 120.00 7.73 2.25 0.00 24.44 0.00 24.44 1,067.33 533.67 1,196.39 599.08 15.44 1.20 0.048 125.00 4.36 1.29 0.00 13.17 0.00 13.17 1,044.80 522.40 1,129.78 565.73 16.71 1.22 0.027 130.00 4.02 1.21 0.00 6.73 0.00 6.73 1,021.17 510.59 1,063.82 532.70 17.99 1.23 0.017 135.00 0.15 0.02 0.00 0.07 0.00 0.07 996.47 498.24 998.65 500.07 19.28 1.23 0.000 138.00 0.00 0.02 0.00 0.00 0.00 0.00 981.13 490.57 959.98 480.71 20.06 1.23 0.000 Page: 11 Site Number: 283448 Code: ANSI/TIA-222-G 02007-2018byATCIPLLC. 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Site Name: AIRPORT ROAD FL, FL Engineering Number:OAA732153_C3_02 5/29/2018 10:53:18 AM Customer: T-MOBILE Equivalent Lateral Forces Method Analysis Based on ASCE7-10 Chapters 11, 12, 15) Spectral Response Acceleration for Short Period (S d: 0.08 Spectral Response Acceleration at 1.0 Second Period (S 1 ): 0.04 Long -Period Transition Period (T d: 8 Importance Factor (1 E): 1.00 Site Coefficient F a: 1.60 Site Coeffiecient F ,,: 2.40 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period IS dd: 0.08 Design Spectral Response Acceleration at 1.0 Second Period (S MY 0.06 Seismic Response Coefficient (C a): 0.03 Upper Limit C a 0.03 Lower Limit C s 0.03 Period based on Rayleigh Method (sec): 2.40 Redundancy Factor(p): 1.30 Seismic Force Distribution Exponent (k): 1.95 Total Unfactored Dead Load: 27.14 k Seismic Base Shear (E): 1.06 k Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Segment Height Above Base ft) Weight lb) WZ lb-ft) C „x Horizontal Force lb) Vertical Force lb) 31 136.50 146 2,150 0.012 13 178 30 132.50 332 4,607 0.026 27 405 29 127.50 342 4,398 0.024 26 416 28 122.50 360 4,281 0.024 25 438 27 117.50 370 4,053 0.022 24 450 26 112.50 395 3,983 0.022 23 481 25 107.50 405 3,734 0.021 22 493 24 102.50 415 3,484 0.019 20 505 23 97.50 425 3,233 0.018 19 517 22 92.50 434 2,984 0.016 17 528 21 89.88 22 143 0.001 1 27 20 87.38 846 5,201 0.029 30 1,029 19 82.50 564 3,100 0.017 18 686 18 77.50 577 2,806 0.015 16 702 17 72.50 590 2,519 0.014 15 717 16 67.50 603 2,239 0.012 13 733 15 62.50 615 1,968 0.011 11 749 14 57.50 628 1,707 0.009 10 765 13 54.00 255 613 0.003 4 310 12 51.50 785 1,720 0.009 10 955 11 48.63 728 1,427 0.008 8 886 10 46.13 354 625 0.003 4 431 9 42.50 798 1,202 0.007 7 971 Page: 12 Site Number: 283448 Site Name: AIRPORT ROAD FL, FL Customer: T-MOBILE Code: ANSIITIA-222-G Engineering Number:OAA732153_C3_02 2007- 2018 byATC IP LLC. All rights reserved. 5/29/2018 10:53:18 AM 8 37.50 814 961 0.005 6 991 7 32.50 830 741 0.004 4 1,010 6 27.50 846 545 0.003 3 1,030 5 22.50 863 376 0.002 2 1,050 4 17.50 879 234 0.001 1 1,069 3 12.50 895 124 0.001 1 1,089 2 7.50 911 46 0.000 0 1,108 1 2.50 927 6 0.000 0 1,128 Andrew E15S09P78 135.00 157 2,251 0.012 13 191 Raycap DC6-48-60-0-8 135.00 98 1,414 0.008 8 120 Ericsson RRUS A2 135.00 45 647 0.004 4 55 Ericsson RRUS 4426 B 135.00 145 2,087 0.012 12 177 Ericsson RRUS 4415 B 135.00 138 1,984 0.011 12 168 Ericsson RRUS 11 (Ba 135.00 132 1,897 0.010 11 161 Ericsson RRUS 12 135.00 150 2,156 0.012 13 183 Andrew SBNHH-1D65B 135.00 304 4,372 0.024 26 370 Andrew SBNH-1 D6565B 135.00 142 2,044 0.011 12 173 Commscope NNHH-65B-R 135.00 251 3,614 0.020 21 306 Round Platform'w/ Ha 135.00 2,000 28,747 0.159 168 2,434 Ericsson RRUS 31 B25 125.00 178 2,208 0.012 13 217 Ericsson RRUS 11 (Ba 125.00 304 3,763 0.021 22 370 Ericsson AIR 6468 B4 125.00 291 3,599 0.020 21 354 RFS APXVBBLL20X_43-C 125.00 256 3,165 0.017 18 311 Flat Platform w/ Han 125.00 2,000 24,738 0.137 145 2,434 Nokia FRBG 115.00 159 1,671 0.009 10 193 Nokia FRIJ 115.00 88 927 0.005 5 107 Raycap RNSNDC-7771-P 115.00 30 313 0.002 2 36 Commscope FFHH-65B-R 115.00 298 3,128 0.017 18 362 Nokia AirScale MAA 1 115.00 820 8,622 0.048 50 998 Flat Light Sector Fr 115.00 1,200 12,614 0.070 74 1,460 Load Case (0.9 - 0.2Sds) * DL + E ELFM Height Above Base 27,141 181,172 1.000 1,059 33,027 Seismic (Reduced DL) Equivalent Lateral Forces Method Weight WZ Horizontal Vertical Force Force Segment (ft) (lb) (lb-ft) C V" (lb) (lb) 31 136.50 146 2,150 0.012 13 129 30 132.50 332 4,607 0.025 27 294 29 127.50 342 4,398 0.024 26 302 28 122.50 360 4,281 0.024 25 318 27 117.50 370 4,053 0.022 24 327 26 112.50 395 3,983 0.022 23 349 25 107.50 405 3,734 0.021 22 358 24 102.50 415 3,484 0.019 20 366 23 97.50 425 3,233 0.018 19 375 22 92.50 434 2,984 0.016 17 383 21 89.88 22 143 0.001 1 19 20 87.38 846 5,201 0.029 30 747 19 82.50 564 3,100 0.017 18 498 18 77.50 577 2,806 0.015 16 509 17 72.50 590 2,519 0.014 15 521 16 67.50 603 2,239 0.012 13 532 15 62.50 615 1,968 0.011 11 544 14 57.50 628 1,707 0.009 10 555 13 54.00 255 613 0.003 4 225 12 51.50 785 1,720 0.009 10 693 11 48.63 728 1,427 0.008 8 643 10 46.13 354 625 0.003 4 312 9 42.50 798 1,202 0.007 7 705 8 37.50 814 961 0.005 6 719 Page: 13 Site Number: 283448 Code: ANSI/TIA-222-G 02007- 2018 byATC IP LLC. 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Site Name: AIRPORT ROAD FL, FL Engineering Number: OAA732153_C3_02 5/29/2018 10:53:18 AM Customer: T-MOBILE 7 32.50 830 741 0.004 4 733 6 27.50 846 545 0.003 3 747 5 22.50 863 376 0.002 2 762 4 17.50 879 234 0.001 1 776 3 12.50 895 124 0.001 1 790 2 7.50 911 46 0.000 0 804 1 2.50 927 6 0.000 0 819 Andrew E15S09P78 135.00 157 2,261 0.012 13 138 Raycap DC6-48-60-0-8 135.00 98 1,414 0.008 8 87 Ericsson RRUS A2 135.00 45 647 0.004 4 40 Ericsson RRUS 4426 B 135.00 145 2,087 0.012 12 128 Ericsson RRUS 4415 B 135.00 138 1,984 0.011 12 122 Ericsson RRUS 11 (Ba 135.00 132 1,897 0.010 11 117 Ericsson RRUS 12 135.00 150 2,156 0.012 13 132 AndrewSBNHH- 1D65B 135.00 304 4,372 0.024 26 269 Andrew SBNH-1 D6565B 135.00 142 2,044 0.011 12 126 Commscope NNHH-65B-R 135.00 251 3,614 0.020 21 222 Round Platform w/ Ha 135.00 2,000 28,747 0.159 168 1,766 Ericsson RRUS 31 B25 125.00 178 2,208 0.012 13 158 Ericsson RRUS 11 (Ba 125.00 304 3,763 0.021 22 269 Ericsson AIR 6468 B4 125.00 291 3,599 0.020 21 257 RFS APXVBBLL20X_43-C 125.00 256 3,165 0.017 18 226 Flat Platform w/ Han 125.00 2,000 24,738 0.137 145 1,766 Nokia FRBG 115.00 159 1,671 0.009 10 140 Nokia FRIJ 115.00 88 927 0.005 5 78 Raycap RNSNDC-7771-P 115.00 30 313 0.002 2 26 Commscope FFHH-65B-R 115.00 298 3,128 0.017 18 263 Nokia AirScale MAA 1 115.00 820 8,622 0.048 50 724 Flat Light Sector Fr 115.00 1,200 12,614 0.070 74 1,060 27, 141 181,172 1.000 1,059 23,970 Page: 14 Site Number: 283448 Site Name: AIRPORT ROAD FL, FL Customer: T-MOBILE Code: ANSIITIA-222-G Engineering Number: OAA732153_C3_02 0 2007 - 2018 by ATC iP LLC. 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Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method Calculated Forces 5/29/2018 10:53:18 AM Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 31.90 1.06 0.00 127.01 0.00 127.01 5.00 30.79 1.07 0.00 121.70 0.00 121.70 10.00 29.70 1.07 0.00 116.37 0.00 116.37 15.00 28.63 1.08 0.00 111.00 0.00 111.00 20.00 27.58 1.08 0.00 105.62 0.00 105.62 25.00 26.55 1.08 0.00 100.22 0.00 100.22 30.00 25.54 1.08 0.00 94.81 0.00 94.81 35.00 24.55 1.08 0.00 89.40 0.00 89.40 40.00 23.58 1.08 0.00 84.00 0.00 84.00 45.00 23.15 1.08 0.00 78.62 0.00 78.62 47.25 22.26 1.07 0.00 76.20 0.00 76.20 50.00 21.31 1.06 0.00 73.26 0.00 73.26 53.00 21.00 1.06 0.00 70.08 0.00 70.08 65.00 20.23 1.05 0.00 67.97 0.00 67.97 60.00 19.48 1.04 0.00 62.72 0.00 62.72 65.00 18.75 1.03 0.00 57.52 0.00 57.52 70.00 18.03 1.02 0.00 52.36 0.00 52.36 75.00 17.33 1.00 0.00 47.27 0.00 47.27 80.00 16.64 0.99 0.00 42.25 0.00 42.25 85.00 15.61 0.96 0.00 37.31 0.00 37.31 89.75 15.59 0.96 0.00 32.76 0.00 32.76 90.00 15.06 0.94 0.00 32.52 0.00 32.52 95.00 14.54 0.92 0.00 27.82 0.00 27.82 100.00 14.04 0.90 0.00 23.20 0.00 23.20 105.00 13.54 0.88 0.00 18.68 0.00 18.68 110.00 13.06 0.86 0.00 14.27 0.00 14.27 115.00 9.46 0.66 0.00 9.97 0.00 9.97 120.00 9.02 0.63 0.00 6.68 0.00 6.68 125.00 4.92 0.37 0.00 3.51 0.00 3.51 130.00 4.51 0.34 0.00 1.68 0.00 1.68 135.00 0.00 0.00 0.00 0.00 0.00 0.00 138.00 0.00 0.00 0.00 0.00 0.00 0.00 3,100.92 1,550.46 3,067.97 1,533.99 3,033.95 1,516.98 2,998.85 1,499.42 2,962.66 1,481.33 2,925.39 1,462.70 2,887.04 1,443.52 2,847.61 1,423.81 2,807.10 1,403.55 2,765.50 1,382.75 2,746.43 1,373.22 2,722.82 1,361.41 1,991.88 995.94 1,981.55 990.77 1,954.96 977.48 1,927.29 963.65 1,898.54 949.27 1,868.71 934.35 1,837.79 918.90 1,805.80 902.90 1,180.62 590.31 1,179.85 589.92 1,163.80 581.90 1,146.67 573.34 1,128.46 564.23 1,109.17 554.58 1,088.79 544.40 1,067.33 533.67 1,044.80 522.40 1,021.17 510.59 996.47 498.24 981.13 490.57 6,276.713,143.02 0.00 0.00 0.051 6,088.63 3,048.84 0.01 0.01 0.050 5,901.04 2,954.91 0.03 0.02 0.049 5,714.09 2,861.29 0.06 0.04 0.048 5,527.90 2,768.06 0.10 0.05 0.047 5,342.60 2,675.27 0.16 0.06 0.047 5,158.312,582.99 0.23 0.07 0.046 4,975.17 2,491.28 0.31 0.09 0.045 4,793.30 2,400.21 0.41 0.10 0.043 4,612.83 2,309.84 0.52 0.11 0.042 4,532.11 2,269.43 0.68 0.12 0.042 4,433.90 2,220.24 0.65 0.13 0.041 3,247.801,626.31 0.73 0.13 0.054 3,199.581,602.17 0.78 0.14 0.053 3,079.291,541.93 0.94 0.15 0.051 2,959.441,481.92 1.11 0.17 0.049 2,840.161,422.19 1.29 0.18 0.046 2,721.581,362.81 1.49 0.20 0.044 2,603.831,303.85 1.71 0.21 0.041 2,487.031,245.37 1.94 0.23 0.039 1,606.03 804.21 2.17 0.24 0.054 1,602.65 802.51 2.18 0.24 0.053 1,534.79 768.54 2.44 0.26 0.049 1,466.83 734.50 2.72 0.27 0.044 1,398.87 700.48 3.01 0.28 0.039 1,331.06 666.52 3.31 0.30 0.033 1,263.52 632.70 3.63 0.30 0.024 1,196.39 599.08 3.95 0.31 0.020 1,129.78 565.73 4.28 0.32 0.011 1,063.82 532.70 4.61 0.32 0.008 998.65 500.07 4.95 0.32 0.000 959.98 480.71 5.15 0.32 0.000 Page: 15 Site Number: 283448 Code: ANSI/TIA-222-G 02007-2018byATCIPLLC. 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Site Name: AIRPORT ROAD FL, FL Engineering Number: OAA732153_C3_02 5/29/2018 10:53:18 AM Customer: T-MOBILE Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) kips) kips) ft-kips) ft-kips) (ft-kips) ft-kips) kips) (kips) (ft-kips) (ft-kips) in) deg) Ratio 0. 00 23.16 1.06 0.00 125.25 0.00 125.25 3,100.92 1,550.46 6,276.71 3,143.02 0.00 0.00 0.047 6. 00 22.35 1.06 0.00 119.95 0.00 119.95 3,067.97 1,533.99 6,088.63 3,048.84 0.01 0.01 0.047 10. 00 21.56 1.07 0.00 114.63 0.00 114.63 3,033.95 1,516.98 5,901.04 2,954.91 0.02 0.02 0.046 15. 00 20.78 1.07 0.00 109.29 0.00 109.29 2,998.85 1,499.42 5,714.09 2,861.29 0.06 0.04 0.045 20. 00 20.02 1.07 0.00 103.93 0.00 103.93 2,962.66 1,481.33 5,527.90 2,768.06 0.10 0.05 0.044 25. 00 19.27 1.07 0.00 98.57 0.00 98.57 2,925.39 1,462.70 5,342.60 2,675.27 0.16 0.06 0.043 30. 00 18.54 1.07 0.00 93.21 0.00 93.21 2,887.041,443.52 5,158.31 2,582.99 0.23 0.07 0.043 35. 00 17.82 1.07 0.00 87.85 0.00 87.85 2,847.61 1,423.81 4,975.17 2,491.28 0.31 0.09 0.042 40. 00 17.11 1.06 0.00 82.51 0.00 82.51 2,807.10 1,403.55 4,793.30 2,400.21 0.40 0.10 0.040 45. 00 16.80 1.06 0.00 77.19 0.00 77.19 2,765.50 1,382.75 4,612.83 2,309.84 0.51 0.11 0.039 47. 25 16.16 1.06 0.00 74.80 0.00 74.80 2,746.43 1,373.22 4,532.11 2,269.43 0.57 0.12 0.039 50. 00 15.46 1.05 0.00 71.89 0.00 71.89 2,722.82 1,361.41 4,433.90 2,220.24 0.64 0.12 0.038 53. 00 15.24 1.04 0.00 68.76 0.00 68.76 1,991.88 995.94 3,247.801,626.31 0.72 0.13 0.050 55. 00 14.68 1.03 0.00 66.67 0.00 66.67 1,981.55 990.77 3,199.581,602.17 0.77 0.14 0.049 60. 00 14.14 1.03 0.00 61.50 0.00 61.50 1,954.96 977.48 3,079.291,541.93 0.92 0.15 0.047 65. 00 13.61 1.01 0.00 56.37 0.00 56.37 1,927.29 963.65 2,959.441,481.92 1.09 0.17 0.046 70. 00 13.09 1.00 0.00 51.30 0.00 51.30 1,898.54 949.27 2,840.161,422.19 1.27 0.18 0.043 75. 00 12.58 0.99 0.00 46.29 0.00 46.29 1,868.71 934.35 2,721.581,362.81 1.47 0.20 0.041 80. 00 12.08 0.97 0.00 41.36 0.00 41.36 1,837.79 918.90 2,603.831,303.85 1.68 0.21 0.038 85. 00 11.33 0.94 0.00 36.51 0.00 36.51 1,805.80 902.90 2,487.031,245.37 1.91 0.22 0.036 89. 75 11.31 0.94 0.00 32.05 0.00 32.05 1,180.62 590.31 1,606.03 804.21 2.13 0.23 0.049 90. 00 10.93 0.92 0.00 31.82 0.00 31.82 1,179.85 589.92 1,602.65 802.51 2.15 0.24 0.049 95. 00 10.55 0.90 0.00 27.21 0.00 27.21 1,163.80 581.90 1,534.79 768.54 2.40 0.25 0.044 100. 00 10.19 0.88 0.00 22.69 0.00 22.69 1,146.67 573.34 1,466.83 734.50 2.67 0.27 0.040 105. 00 9.83 0.86 0.00 18.27 0.00 18.27 1,128.46 564.23 1,398.87 700.48 2.96 0.28 0.035 110. 00 9.48 0.84 0.00 13.95 0.00 13.95 1,109.17 554.58 1,331.06 666.52 3.25 0.29 0.029 115. 00 6.86 0.64 0.00 9.75 0.00 9.75 1,088.79 544.40 1,263.52 632.70 3.56 0.30 0.022 120. 00 6.54 0.62 0.00 6.53 0.00 6.53 1,067.33 533.67 1,196.39 599.08 3.88 0.31 0.017 125. 00 3.57 0.36 0.00 3.44 0.00 3.44 1,044.80 522.40 1,129.78 565.73 4.20 0.31 0.009 130. 00 3.27 0.33 0.00 1.65 0.00 1.65 1,021.17 510.59 1,063.82 532.70 4.53 0.31 0.006 135. 00 0.00 0.00 0.00 0.00 0.00 0.00 996.47 498.24 998.65 500.07 4.86 0.31 0.000 138. 00 0.00 0.00 0.00 0.00 0.00 0.00 981.13 490.57 959.98 480.71 5.05 0.31 0.000 Page: 16 Site Number: 283448 Code: ANSI/TIA-222-G ©2007- 2018 byATC IP LLC. 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Site Name: AIRPORT ROAD FL, FL Engineering Number:OAA732153_C3_02 5/29/2018 10:53:18 AM Customer: T-MOBILE Equivalent Modal Forces Analysis Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7) Spectral Response Acceleration for Short Period (S 5): 0.08 Spectral Response Acceleration at 1.0 Second Period (S 1): 0.04 Importance Factor (I E): 1.00 Site Coefficient F a: 1.60 Site Coefficient F v 2.40 Response Modification Coefficient (R): 1.50 Design Spectral Response Acceleration at Short Period (S ds): 0.08 Desing Spectral Response Acceleration at 1.0 Second Period (S dl ): 0.06 Period Based on Rayleigh Method (sec): 2.40 Redundancy Factor (p): 1.30 Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment (ft) (lb) a b c Saz (lb) (lb) 31 136.50 146 1.849 1.771 1.064 0.153 19 178 30 132.50 332 1.742 1.289 0.881 0.124 36 405 29 127.50 342 1.613 0.820 0.688 0.093 28 416 28 122.50 360 1.489 0.475 0.530 0.066 21 438 27 117.50 370 1.370 0.230 0.402 0.044 14 450 26 112.50 395 1.256 0.064 0.299 0.025 9 481 25 107.50 405 1.147 0.040 0.217 0.011 4 493 24 102.50 415 1.043 0.097 0.154 0.001 0 505 23 97.50 425 0.943 0.120 0.105 0.005 2 517 22 92.50 434 0.849 0.119 0.069 0.007 3 528 21 89.88 22 0.802 0.112 0.054 0.007 0 27 20 87.38 846 0.758 0.103 0.043 0.006 4 1,029 19 82.50 564 0.675 0.079 0.025 0.003 1 686 18 77.50 577 0.596 0.052 0.014 0.002 1 702 17 72.50 590 0.522 0.024 0.008 0.007 4 717 16 67.50 603 0.452 0.001 0.006 0.012 6 733 15 62.50 615 0.388 0.022 0.007 0.016 8 749 14 57.50 628 0.328 0.039 0.010 0.018 10 765 13 54.00 255 0.289 0.048 0.013 0.019 4 310 12 51.50 785 0.263 0.053 0.016 0.020 13 955 11 48.63 728 0.235 0.058 0.019 0.020 13 886 10 46.13 354 0.211 0.061 0.022 0.020 6 431 9 42.50 798 0.179 0.065 0.026 0.020 14 971 8 37.50 814 0.140 0.069 0.032 0.019 14 991 7 32.50 830 0.105 0.071 0.037 0.019 13 1,010 6 27.50 846 0.075 0.072 0.040 0.018 13 1,030 5 22.50 863 0.050 0.071 0.042 0.017 13 1,050 4 17.50 879 0.030 0.068 0.041 0.016 12 1,069 3 12.50 895 0.016 0.061 0.036 0.014 11 1,089 2 7.50 911 0.006 0.046 0.026 0.011 9 1,108 1 2.50 927 0.001 0.020 0.011 0.005 4 1,128 Andrew E15S091378 135.00 157 1.809 1.578 0.992 0.142 19 191 Raycap DC6-48-60-0-8 135.00 98 1.809 1.578 0.992 0.142 12 120 Ericsson RRUS A2 135.00 45 1.809 1.578 0.992 0.142 6 55 Page: 17 Site Number: 283448 Site Name: AIRPORT ROAD FL, FL Customer: T-MOBILE Code: ANSI/TIA-222-G Engineering Number: OAA732153_C3_02 02007-2018byATCIPLLC. All rights reserved. 5/ 29/2018 10:53:18 AM Ericsson RRUS 4426 B 135.00 145 1.809 1.578 0.992 0.142 18 177 Ericsson RRUS 4415 B 135.00 138 1.809 1.578 0.992 0.142 17 168 Ericsson RRUS 11 (Ba 135.00 132 1.809 1.578 0.992 0.142 16 161 Ericsson RRUS 12 135.00 150 1.809 1.578 0.992 0.142 18 183 Andrew SBNHH-1D65B 135.00 304 1.809 1.578 0.992 0.142 37 370 AndrewSBNH- 1D6565B 135.00 142 1.809 1.578 0.992 0.142 17 173 Commscope NNHH-6513- 135.00 251 1.809 1.578 0.992 0.142 31 306 Round Platform w/ Ha 135.00 2,000 1.809 1.578 0.992 0.142 246 2,434 Ericsson RRUS 31 B25 125.00 178 1.551 0.634 0.605 0.079 12 217 Ericsson RRUS 11 (Ba 125.00 304 1.551 0.634 0.605 0.079 21 370 Ericsson AIR 6468 B4 125.00 291 1.551 0.634 0.605 0.079 20 354 RFS APXVBBLL20X_43- 125.00 256 1.551 0.634 0.605 0.079 18 311 Flat Platform w/ Han 125.00 2,000 1.551 0.634 0.605 0.079 137 2,434 Nokia FRBG 115.00 159 1.312 0.138 0.347 0.034 5 193 Nokia FRIJ 115.00 88 1.312 0.138 0.347 0.034 3 107 Raycap RNSNDC-7771-P 115.00 30 1.312 0.138 0.347 0.034 1 36 Commscope FFHH-656- 115.00 298 1.312 0.138 0.347 0.034 9 362 Nokia AirScale MAA 1 115.00 820 1.312 0.138 0.347 0.034 24 998 Flat Light Sector Fr 115.00 1,200 1.312 0.138 0.347 0.034 35 1,460 27, 141 54.947 26.089 20.960 2.922 1,010 33,027 Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Height Above Horizontal Vertical Base Weight Force Force Segment ft) lb) a b c Saz lb) lb) 31 136.50 146 1.849 1.771 1.064 0.153 19 129 30 132.50 332 1.742 1.289 0.881 0.124 36 294 29 127.50 342 1.613 0.820 0.688 0.093 28 302 28 122.50 360 1.489 0.475 0.530 0.066 21 318 27 117.50 370 1.370 0.230 0.402 0.044 14 327 26 112.50 395 1.256 0.064 0.299 0.025 9 349 25 107.50 405 1.147 0.040 0.217 0.011 4 358 24 102.50 415 1.043 0.097 0.154 0.001 0 366 23 97.50 425 0.943 0.120 0.105 0.005 2 375 22 92.50 434 0.849 0.119 0.069 0.007 3 383 21 89.88 22 0.802 0.112 0.054 0.007 0 19 20 87.38 846 0.758 0.103 0.043 0.006 4 747 19 82.50 564 0.675 0.079 0.025 0.003 1 498 18 77.50 577 0.596 0.052 0.014 0.002 1 509 17 72.50 590 0.522 0.024 0.008 0.007 4 521 16 67.50 603 0.452 0.001 0.006 0.012 6 532 15 62.50 615 0.388 0.022 0.007 0.016 8 544 14 57.50 628 0.328 0.039 0.010 0.018 10 555 13 54.00 255 0.289 0.048 0.013 0.019 4 225 12 51.50 785 0.263 0.053 0.016 0.020 13 693 11 48.63 728 0.235 0.058 0.019 0.020 13 643 10 46.13 354 0.211 0.061 0.022 0.020 6 312 9 42.50 798 0.179 0.065 0.026 0.020 14 705 8 37.50 814 0.140 0.069 0.032 0.019 14 719 7 32.50 830 0.105 0.071 0.037 0.019 13 733 6 27.50 846 0.075 0.072 0.040 0.018 13 747 5 22.50 863 0.050 0.071 0.042 0.017 13 762 4 17.50 879 0.030 0.068 0.041 0.016 12 776 3 12.50 895 0.016 0.061 0.036 0.014 11 790 2 7.50 911 0.006 0.046 0.026 0.011 9 804 1 2.50 927 0.001 0.020 0.011 0.005 4 819 Andrew El5S09P78 135.00 157 1.809 1.578 0.992 0.142 19 138 Raycap DC6-48-60-0-8 135.00 98 1.809 1.578 0.992 0.142 12 87 Ericsson RRUS A2 135.00 45 1.809 1.578 0.992 0.142 6 40 Page: 18 Site Number: 283448 Code: ANSIITIA-222-G ©2007-2018byATCIPLLC. 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Site Name: AIRPORT ROAD FL, FL Engineering Number:OAA732153_C3_02 5/29/2018 10:53:18 AM Customer: T-MOBILE Ericsson RRUS 4426 B 135.00 145 1.809 1.578 0.992 0.142 18 128 Ericsson RRUS 4415 B 135.00 138 1.809 1.578 0.992 0.142 17 122 Ericsson RRUS 11 (Ba 135.00 132 1.809 1.578 0.992 0.142 16 117 Ericsson RRUS 12 135.00 150 1.809 1.578 0.992 0.142 18 132 Andrew SBNH H-1 D65B 135.00 304 1.809 1.578 0.992 0.142 37 269 Andrew SBNH-1D6565B 135.00 142 1.809 1.578 0.992 0.142 17 126 Commscope NNHH-65B- 135.00 261 1.809 1.578 0.992 0.142 31 222 Round Platform w/ Ha 135.00 2,000 1.809 1.578 0.992 0.142 246 1,766 Ericsson RRUS 31 B25 125.00 178 1.551 0.634 0.605 0.079 12 158 Ericsson RRUS 11 (Ba 125.00 304 1.551 0.634 0.605 0.079 21 269 Ericsson AIR 6468 B4 125.00 291 1.551 0.634 0.605 0.079 20 257 RFS APXVBBLL20X_43- 125.00 256 1.551 0.634 0.605 0.079 18 226 Flat Platform w/ Han 125.00 2,000 1.551 0.634 0.605 0.079 137 1,766 Nokia FRBG 115.00 159 1.312 0.138 0.347 0.034 5 140 Nokia FRIJ 115.00 88 1.312 0.138 0.347 0.034 3 78 Raycap RNSNDC-7771-P 115.00 30 1.312 0.138 0.347 0.034 1 26 Commscope FFHH-6513- 115.00 298 1.312 0.138 0.347 0.034 9 263 Nokia AirScale MAA 1 115.00 820 1.312 0.138 0.347 0.034 24 724 Flat Light Sector Fr 115.00 1,200 1.312 0.138 0.347 0.034 35 1,060 27,141 54.947 26.089 20.960 2.922 1,010 23,970 Page: 19 Site Number: 283448 Site Name: AIRPORT ROAD FL, FL Customer: T-MOBILE Code: ANSI/TIA-222-G Engineering Number:OAA732153_C3_02 0 2007 - 2018 by ATC iP LLC. Aii rights reserved. Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant Elev ft) FY (-) kips) FX (-) kips) MY ft-kips) MZ MX ft-kips) (ft-kips) Moment ft-kips) 0.00 31.90 1.01 0.00 121.11 0.00 121.11 5.00 30.79 1.01 0.00 116.07 0.00 116.07 10.00 29.70 1.00 0.00 111.04 0.00 111.04 15.00 28.63 0.99 0.00 106.04 0.00 106.04 20.00 27.58 0.99 0.00 101.07 0.00 101.07 25.00 26.55 0.98 0.00 96.14 0.00 96.14 30.00 25.54 0.97 0.00 91.25 0.00 91.25 35.00 24.55 0.96 0.00 86.41 0.00 86.41 40.00 23.58 0.95 0.00 81.61 0.00 81.61 45.00 23.15 0.95 0.00 76.87 0.00 76.87 47.25 22.26 0.93 0.00 74.74 0.00 74.74 50.00 21.31 0.92 0.00 72.17 0.00 72.17 53.00 21.00 0.92 0.00 69.41 0.00 69.41 55.00 20.23 0.91 0.00 67.57 0.00 67.57 60.00 19.48 0.91 0.00 63.01 0.00 63.01 65.00 18.75 0.90 0.00 58.48 0.00 58.48 70.00 18.03 0.90 0.00 53.97 0.00 53.97 75.00 17.33 0.90 0.00 49.46 0.00 49.46 80.00 16.64 0.91 0.00 44.94 0.00 44.94 85.00 15.61 0.91 0.00 40.41 0.00 40.41 89.75 15.59 0.91 0.00 36.08 0.00 36.08 90.00 15.06 0.92 0.00 35.86 0.00 35.86 95.00 14.54 0.92 0.00 31.28 0.00 31.28 100.00 14.04 0.92 0.00 26.68 0.00 26.68 105.00 13.54 0.92 0.00 22.07 0.00 22.07 110.00 13.06 0.91 0.00 17.48 0.00 17.48 115.00 9.46 0.80 0.00 12.93 0.00 12.93 120.00 9.02 0.78 0.00 8.93 0.00 8.93 125.00 4.92 0.52 0.00 5.03 0.00 5.03 130.00 4.51 0.48 0.00 2.42 0.00 2.42 135.00 0.00 0.00 0.00 0.00 0.00 0.00 138.00 0.00 0.00 0.00 0.00 0.00 0.00 Page: 20 5/29/2018 10:53:18 AM phi phi phi phi Total Pn Vn Tn Mn Deflect Rotation kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 3,100.92 1,550.46 3,067.97 1,533.99 3,033.95 1,516.98 2,998.85 1,499.42 2,962.66 1,481.33 2,925.39 1,462.70 2,887.04 1,443.52 2,847.61 1,423.81 2,807.10 1,403.55 2,765.50 1,382.75 2,746.43 1,373.22 2,722.82 1,361.41 1,991.88 995.94 1,981.56 990.77 1,954.96 977.48 1,927.29 963.65 1,898.54 949.27 1,868.71 934.35 1,837.79 918.90 1,805.80 902.90 1,180.62 590.31 1,179.85 589.92 1,163.80 581.90 1,146.67 573.34 1,128.46 564.23 1,109.17 554.58 1,088.79 544.40 1,067.33 533.67 1,044.80 522.40 1,021.17 510.59 996.47 498.24 981.13 490.57 6,276.71 3,143.02 0.00 0.00 0.049 6,088.63 3,048.84 0.01 0.01 0.048 5,901.04 2,954.91 0.02 0.02 0.047 5,714.09 2,861.29 0.05 0.03 0.047 5,527.90 2,768.06 0.10 0.05 0.046 5,342.60 2,675.27 0.15 0.06 0.045 5,158.31 2,582.99 0.22 0.07 0.044 4,975.17 2,491.28 0.30 0.08 0.043 4,793.30 2,400.21 0.39 0.10 0.042 4,612.83 2,309.84 0.50 0.11 0.042 4,532.112,269.43 0.55 0.11 0.041 4,433.90 2,220.24 0.62 0.12 0.040 3,247.801,626.31 0.70 0.13 0.053 3,199.581,602.17 0.75 0.13 0.052 3,079.291,541.93 0.90 0.15 0.051 2,959.441,481.92 1.06 0.16 0.049 2,840.161,422.19 1.24 0.18 0.047 2,721.581,362.81 1.44 0.19 0.046 2,603.831,303.85 1.65 0.21 0.044 2,487.031,245.37 1.88 0.22 0.041 1,606.03 804.21 2.11 0.24 0.058 1,602.65 802.51 2.12 0.24 0.057 1,534.79 768.54 2.38 0.26 0.053 1,466.83 734.50 2.66 0.27 0.049 1,398.87 700.48 2.96 0.29 0.044 1,331.06 666.52 3.27 0.30 0.038 1,263.52 632.70 3.59 0.31 0.029 1,196.39 599.08 3.92 0.32 0.023 1,129.78 565.73 4.27 0.33 0.014 1,063.82 532.70 4.61 0.33 0.009 998.65 500.07 4.97 0.34 0.000 959.98 480.71 5.18 0.34 0.000 Site Number: 283448 Site Name: AIRPORT ROAD FL, FL Customer: T-MOBILE Code: ANSI/TIA-222-G Engineering Number:OAA732153_C3_02 O 2007 - 2018 by ATC IP LLC. All rights reserved. 5/29/2018 10:53:18 AM Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 23.15 1.01 0.00 119.37 0.00 119.37 5.00 22.35 1.00 0.00 114.33 0.00 114.33 10.00 21.56 1.00 0.00 109.31 0.00 109.31 15.00 20.78 0.99 0.00 104.33 0.00 104.33 20.00 20.02 0.98 0.00 99.39 0.00 99.39 25.00 19.27 0.97 0.00 94.50 0.00 94.50 30.00 18.54 0.96 0.00 89.65 0.00 89.65 35.00 17.82 0.95 0.00 84.86 0.00 84.86 40.00 17.11 0.94 0.00 80.12 0.00 80.12 45.00 16.80 0.93 0.00 75.43 0.00 75.43 47.25 16.16 0.92 0.00 73.33 0.00 73.33 50.00 15.46 0.91 0.00 70.80 0.00 70.80 53.00 15.24 0.91 0.00 68.08 0.00 68.08 55.00 14.68 0.90 0.00 66.27 0.00 66.27 60.00 14.14 0.89 0.00 61.78 0.00 61.78 65.00 13.61 0.89 0.00 57.33 0.00 57.33 70.00 13.09 0.88 0.00 52.89 0.00 52.89 75.00 12.58 0.89 0.00 48.47 0.00 48.47 80.00 12.08 0.89 0.00 44.04 0.00 44.04 85.00 11.33 0.89 0.00 39.60 0.00 39.60 89.75 11.31 0.89 0.00 35.36 0.00 35.36 90.00 10.93 0.90 0.00 35.14 0.00 35.14 95.00 10.55 0.90 0.00 30.65 0.00 30.65 100.00 10.19 0.90 0.00 26.15 0.00 26.15 105.00 9.83 0.90 0.00 21.64 0.00 21.64 110.00 9.48 0.89 0.00 17.15 0.00 17.15 115.00 6.86 0.79 0.00 12.71 0.00 12.71 120.00 6.54 0.77 0.00 8.77 0.00 8.77 125.00 3.57 0.51 0.00 4.95 0.00 4.95 130.00 3.27 0.48 0.00 2.38 0.00 2.38 135.00 0.00 0.00 0.00 0.00 0.00 0.00 138.00 0.00 0.00 0.00 0.00 0.00 0.00 3,100.92 1,550.46 3,067.97 1,533.99 3,033.96 1,516.98 2,998.85 1,499.42 2,962.66 1,481.33 2,925.39 1,462.70 2,887.04 1,443.52 2,847.61 1,423.81 2,807.10 1,403.55 2,765.50 1,382.75 2,746.43 1,373.22 2,722.82 1,361.41 1,991.88 995.94 1,981.55 990.77 1,954.96 977.48 1,927.29 963.65 1,898.54 949.27 1,868.71 934.35 1,837.79 918.90 1,805.80 902.90 1,180.62 590.31 1,179.85 589.92 1,163.80 581.90 1,146.67 573.34 1,128.46 564.23 1,109.17 554.58 1,088.79 544.40 1,067.33 533.67 1,044.80 522.40 1,021.17 510.59 996.47 498.24 981.13 490.57 6,276.713,143.02 0.00 0.00 0.045 6,088.63 3,048.84 0.01 0.01 0.045 5,901.04 2,954.91 0.02 0.02 0.044 5,714.09 2,861.29 0.05 0.03 0.043 5,527.90 2,768.06 0.10 0.05 0.043 5,342.60 2,675.27 0.15 0.06 0.042 5,158.312,582.99 0.22 0.07 0.041 4,975.17 2,491.28 0.29 0.08 0.040 4,793.30 2,400.21 0.39 0.09 0.039 4,612.83 2,309.84 0.49 0.11 0.039 4,532.11 2,269.43 0.54 0.11 0.038 4,433.90 2,220.24 0.61 0.12 0.038 3,247.801,626.31 0.69 0.13 0.050 3,199.581,602.17 0.74 0.13 0.049 3,079.291,541.93 0.88 0.15 0.047 2,959.441,481.92 1.05 0.16 0.046 2,840.161,422.19 1.22 0.18 0.044 2,721.581,362.81 1.42 0.19 0.042 2,603.831,303.85 1.62 0.21 0.040 2,487.031,245.37 1.85 0.22 0.038 1,606.03 804.21 2.07 0.23 0.054 1,602.65 802.51 2.09 0.23 0.053 1,534.79 768.54 2.34 0.25 0.049 1,466.83 734.50 2.61 0.27 0.044 1,398.87 700.48 2.90 0.28 0.040 1,331.06 666.52 3.21 0.30 0.034 1,263.52 632.70 3.53 0.31 0.026 1,196.39 599.08 3.85 0.32 0.021 1,129.78 565.73 4.19 0.32 0.012 1,063.82 532.70 4.53 0.33 0.008 998.65 500.07 4.88 0.33 0.000 959.98 480.71 5.08 0.33 0.000 Page: 21 Site Number: 283448 Code: ANSI/TIA-222-G 02007-2018byATC1PLLC. All rights reserved. Site Name: AIRPORT ROAD FL, FL Engineering Number:OAA732153_C3_02 5/29/2018 10:53:18 AM Customer: T-MOBILE Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case kips) kips) kips) ft-kips) ft-kips) ft-kips) ft) Ratio 1. 21) + 1.6W 24.44 0.00 32.52 0.00 0.00 2551.87 53.00 0.83 0. 913 + 1.6W 24.42 0.00 24.38 0.00 0.00 2520.06 53.00 0.82 1. 213 + 1.0Di + 1.OWi 1.72 0.00 31.39 0.00 0.00 163.52 0.00 0.06 1. 2 + 0.2Sds) ' DL + E ELFM 1.06 0.00 31.90 0.00 0.00 127.01 89.75 0.05 1. 2 + 0.2Sds) " DL + E EMAM 1.01 0.00 31.90 0.00 0.00 121.11 89.75 0.06 0. 9 - 0.2Sds) " DL + E ELFM 1.06 0.00 23.15 0.00 0.00 125.25 53.00 0.05 0. 9 - 0.25ds) . DL + E EMAM 1.01 0.00 23.15 0.00 0.00 119.37 89.75 0.05 1. 013 + 1.0W 4.98 0.00 27.14 0.00 0.00 517.30 53.00 0.18 Page: 22 283448 - Airport Road FL, FL (OAA732153) _ aMawrewNTowaw• Base Plate & Anchor Rod Analysis Pole' Dimensions -, -B,,,Rections Number of Sides 18 Moment, Mu 2551.9 k ft Diameter 49.5 in Axial, Pu 32.5 k Thickness 0.313 -in Shear,Vu 24.4 .k Orientation Offset 0 Neutral Axis 120 _ _-— Base Plate Shape Round Arrangement Radial- - Quantity 12 Diameter, 0 2 1/4 , in Bolt Circle 56.5 in Grade A615-75 Yield Strength, Fy 75' ` ksi Tensile Strength, Fu 100 ksi Spacing 148. in Orientation Offset ° Applied Force, Pu 183.3 k Anchor Rods, 4)Pn 259.8 ' k 10:48 AMS/29/2018 Report Capacities 10:48 AMS/29/2018 Report Capacities Component Capacity ' Res It Base Plate 48%- - Pass--- Anchor Rods 71%_.Pass_. Dwyidag X:\A-B\Airport Road FL, FL (283448)\OAA732153 T-M0BILE\0AA732153_02_CUST_STRUC7RL\Monopole.Base-Plate-and-Anchor-Rod.v1.3 Checked By: Alexander.Cartledge Calculations for Monopole Base -Plate & Anchor Rod Analysis Reaction Distribution Geometric Properties k k ft , . m2 in in°`` # in' Base Forces 24.4 2551.9 1.00 Pole 48.1213 2.6734 0.0876 14554.43 Anchor -Rod -Forces 24.4 2551.9 1.00 Bolt 3.9761 3.2477 0.8393-- _4.5 - 15561.23 Additional Bolt (Grp1) Forces Boltl Additional Bolt (Grp2) Forces Bolt2 Dywidag Forces Dywidag Stiffener Forces Stiffener Anchor Rod Quantity, N 12 Applied Axial Force, Pu 0.0 kShapeRound Diameter; D 62.5 in Rod Diameter, d 2.25 in Applied Horizontal Force, Vu 0.00 k Thickness, t 2 in Bolt Circle, BC 56.5 in Yield Strength, Fy 60 ksi Yield Strength, Fy 75 ksi Vertical Weld Tensile Strength, Fu 75 ksi Tensile Strength, Fu 100 ksi Vert. -to -Stiffener a=e,/I DIV/0! Base Plate Chord 38.158 in Applied Axial, Pu 183.3 k Spacing Ratio, k DIV/0! Detail Type d Applied Shear, Vu 0.0 k Weld Coefficient, C DIV/0! Detail Factor 0.50 Compressive Capacity, (Pn 259.8 k Compressive Capacity, (Pn DIV/0! k Clear Distance 3 Tensile Capacity, (tRnt 0.705 OK Vert. -to -Plate a=e,/I DIV/0! Interaction Capacity -0.705 OK- Spacing Ratio, k --#DIV/0! Extemal:BasePlate Weld Coefficient, C DIV/0! Chord Length AA 31.717 in Shear Capacity, Vn DIV/0! k Additional AA 4.000 in Bolt Quantity, N 0 P /OPPn + VAVV Section Modulus, Z 35.717 in' Bolt Diameter, d 0 in Applied Moment, Mu 618.5 k-ft Bolt.Circle, BC 0 in HorizontalliVeld i Bending Capacity, c Mn 1928.7 k-ft Yield Strength, Fy 0 ksi yHorz.-to-Stiffener a=e,/I DIV/0! Capacity, Mu/d)Mn 0.321 OK Tensile Strength, Fu 0 ksi Spacing Ratio, k DIV/0! Applied Axial, Pu 0.0 k Weld Coefficient, C DIV/0! Chord Length AB 30.479 in Applied Shear; Vu 0.0 k Effective Fillet 0.000 in Additional AB 4.000 in Compressive Capacity, c Pn 0.0 k Compressive Capacity, 4)Pn DIV/0! k Section Modulus, Z 34.479 in Compressive Capacity, (Pn Horz.-to-Pole a=e,/I DIV/0! Applied Moment, Mu 548.2 k-ft Interaction Capacity Spacing Ratio, k DIV/0! Bending Capacity, (Mn 1861.9 k-ft Weld Coefficient, C DIV/0! Capacity, Mu/(Mn 0.294 OK Shear Capacity, 4)Vn DIV/01 k Bolt Quantity, N 0 P /DPP +VAVV Bend Line Length 24.112 in Bolt Diameter, d 0 in Additional Bend Line 0.000 in Bolt Circle, BC 0 in Plate.Tension Section Modulus, Z 24.112 in' Yield Strength, Fy 0 ksi Gross Cross Section 0.000 inZ Applied Moment, Mu 618.5 k-ft Tensile Strength, Fu 0 ksi Net Cross Section 0.000 in' Bending Capacity, (Mn 1302.0 k-ft Applied Axial, Pu 0.0 k Tensile Capacity, (Tn 0.0 k Capacity, Mu/dpMn 0.475 OK Applied Shear, Vu 0.0 k Capacity, Tu/(Tn Compressive Capacity, 4)Pn 0.0 k Internal Base Plate - Compressive Capacity, cl Pn Plate Compression Arc Length 0.000 in Interaction Capacity Radius of Gyration DIV/0! in Section Modulus, Z 0.000 in kl/r DIV/0! Moment Arm 0.000 in 4.71 1i(E/Fy) 0.00 Applied Moment, Mu 0.0 k-ft Dywidag Quantity, N 0 Buckling Stress(Fe) 0.0 Bending Capacity, (Mn 0.0 k-ft Dywidag Diameter, d 2.5 in Crit. Buckling Stress(Fcr) 0.0 ksi Capacity, Mu/4)Mn Bolt Circle, BC 56.38 in Compressive Capacity, Pn 0.0 k_ Yield Strength, Fy 80 ksi Capacity, Pu/c Pn Tensile Strength, Fu 100 ksi Applied Axial, Pu 0.0 k - Compressive Capacity, (tPn 0.0 k Capacity, Pu/(bPn INSPECTION SEQUENCE BP# 18-3828 ADDRESS: 1590 East Lake Mary Blvd. BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT 1 f& eE, Inspection Descri tionMinMax Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final i 99 Min Max Ins ection Description Rough Plumb Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014 Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst#2019003566 Book:9280 Page:1702; (1 PAGES) RCD: 1/10/2019 1:47:54 PM REC FEE $10.00 THIS IN9WTFJJT PREPARED BY: Name: ob Sidwell Address Box toe 8, Windermere, FE jzri SO NOTICE OF COMMENCEMENT State of Florida County of Semipft Permit Number. .1 J IQ L 00 39— A Parcel ID Number: 07-20-31-300-017C-0000 The undersigned hereby gives notice that improvement will be made to certain real property,. and Chapter 713, Florida Statutes, the following Information is provided In this Notice of Commencement. DE Q{PSION f1EPRpPERTY. LLe9al ttescdotipt 4tShe oroppt3Y and street address if available) GAmaiing antennas to ON aIMPROVEingCNe11 tower OWNER INFORMATION: Nwm,w• T-Mobile LLC Address: 5901 Benjamin Center Dr. STE 110A-B, Tampa, FL 336.34 Fee Simple Title Holder (if other than owner) Name: SKYWATER-SANFORD LLC Address: C/O R E MICHEL CO INC ONE R E MICHEL DR GLEN BURNIE, MD 21060 i accordance with 6 CONTRACTOR: 1Name: rr rtc'neef ec, „v co,vlgwiSt 1-- { 1— Address: 1eao'T': 1A 1K tJaa 't30 i Lacn ioc--'X t Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(l)(b), Florida Statutes. Name: In addition to himself, Owner Designates To receive a copy of the Lienoes Notice as Provided In Section 713.13(1 xb), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different 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 TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 COMMENCEMENT. Under pena%4 of perjury, I declare that I have read the foregoing and that the facts s(ted In it are true to the my knowledge and belief. Noelle A. Moeller Site Development Manager Owners Owners Printed Name Florida Statute713.13(1)(gy.' The ownermust sign the notloeofcommencement andno oneelsemaybepermittedtosign inhis orhersteed: State of t:t Alg County of The foregoing Instrument was acknowledged before me this %+I- day of c )e. —%xoA w.0 2019 N '' ^^ Ap , by tOp Q G % . 6 . 1' r . .Who !s personally known to me Name of person making statement OR who has produced identification type of identification produced: rr+ Notary PublicStated FbrWe aP o a ne ure My Commission GG 237207 w Wres 07/11/2022 Engineering and Operations December 18, 2018 Mr. Frank Mentlick Engineered Environments Inc. 1620 Timocuan Way Ste. 130 Sanford, FL 32750 RE: T-Mobile Site Number A2E0315D - NSD Program 1590 E. Lake Mary Blvd. Sanford, .FL 32773 Reference BP # BR18-003828. Dear Frank, This letter serves as Notice of Award for the above -referenced site. The value of this job is set at $20,000.00. All construction documents and construction materials will be supplied to you prior to construction start. Also prior to construction start, a preconstruction visit will be coordinated between T-Mobile's Construction Management Team and your Construction Foreman. Please contact me with any questions you may have. NEWIK-1 Noelle Moeller Site Development Manager, Tampa/Orlando Region T-Mobile South LLC, a Delaware Limited Liability Company State of Florida County of _ ;,,,,.4 . The foregoing instrument w s acknowledged before me this 11 `'day of%2019 LByQee A, . C, as 5i 4- CNWlk—Type of authority, e.g., officer, trustee, attorney in fact) for _- tL 5' n o. 1e (Name of pally on behalf of whom instrument was executed) who is personally known to me — or who has produced identification _ type of identification produced: f I 207 YoNig Flod_ J11 Signature 5901Benjamin Center Dr. Suite 110A Tampa, FL 33634 E NGINEERED ENVIRONMENTS I NC. LIMITED POWER OF ATTORNEY i);1G1:1ifr I hereby name and appoint Frank Mentlick I of Engineered Environments. Inc. to be my lawful attorney in fact to act for me and apply to City of Sanford Building permit for work to be performed at a location described as: Job Name: A2E0315D Job Address: 1590 E Lake Mary BLVD Sanford. FL 32773 T-Mobile Owner of Property and to sign my name and do all things necessary to this appointment. Paul A. Scoff, Engineered Environments, Inc. CGC 061570 C" LX-H- Signature of uertmeaon rac or Acknowledged: Sworn to and subscribed before me this 9th day of January A.D. 2019 by Paul A. Scott who is personally known to me. Not Publi $ta FI id My Commission expires: ko vi(L-- fA4 Seal) DAVID R. BARTLETT NOTARY PUBLIC STATE OF FLORIDA Camm# FF201846 1 Expires 4/10/2019 1620 Timocuan Way • Suite 130 • Longwood, FL 32750 Tel.: 407-831-6998 • Fax: 407-831-6383 9 www.ecigc.net