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HomeMy WebLinkAbout4175 Orlando Drn g CITY OF SANFORD rJ BUILDING & FIRE PREVENTION 1., r PERMIT APPLICATION Iv 11 D00 per eon+4 t - Application No: I / 0_ O Documented Construction Value: $._,i 1 Job Address: `i 1"15 ctrl ars e© for*i y e i i -1 -C? a 1 3a -7-7 3 Historic District: Yes No Parcel ID: 1`i ,;10 ~ 3v 300-0030 —0000 Zoning: Description of Work: &6, net ex ; si ; n cn i amen l' .0n d Plan Review Contact Person: /end sect- W k st rG .-Y, Title: mrd - nevi or Phone: jar - 93'7 f d0 rFax: ^7a r7 -X3'?-1 qE-mail:E-mail:AW k St r m a- / •, Property Owner Information Name 13'5 NVP Pro Per Es eS LLC Phone: Street: 3 O'7 A ({;, cVx e_r e* Resident of property? : t,)O City, State Zip: C) v i e d O E,_ 3Q r7 (0 (0 15b Contractor Information Name ci -C nn::) Ser iCeS - ZkIC Phone: $OS_01 - tf9lo/ Street: J y a 1 S W 13`µ'' kv,e Fax: City, State Zip: PO m PGanc 6c,h FL 330&1 State License No.: (-GC- 15/ yySS Architect/Engineer Information Name: _KC chnnloGiPS r c, Phone: 8)3 '7UG- 3nU Street: D y D 1 t --1C n, McAn D r" .Dr Fax: City, St, Zip: E01,rv, RO, EL 33& 10 E-mail: dckaq I y Kroez e e Keri , ce,_ m Bonding Company: Mortgage Lender: Address: Address: Building Permit Q( Square Footage: il S No. of Dwelling Units: A& Electrical 9 PERMIT INFORMATION Construction Type: C,,,,u,,, uf;,,,, No. of Stories: Fccci Wt -, t Flood Zone: New Service — No. of AMPS: 5- 0 Mechanical (Duct layout required for new systems) N> E}- Plumbing Vt/)]- AM New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of 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. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. A 31 Signature of Owner/Agent Date A n J r c.c, (,1>i K S lYb rv, Print Owner/Agent's Name old'y °9eNotary Public State of Florida 6 ^ Celynda Redgrave o, 7 My Commission DD850681 eb, o'g Expires 03/27/2013 Signature of Contractor/Agent Date An a r r4- L) i 1<,<_ i- rn,-,-, Print Contractor/Agent's Name Date Snattg;ooEkotary-State '6081081-:;. N L av p e`c`'s Notary Public -State of Florida c ; : • = My Comm. Expires Feb 25, 2015 Commission # EE 60182 OF FV •, I ..... Bonded Through National.11olary Assn. Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 FIRE: Contractor/Agent is Personally Known to Me or Produced ID Type of ID SM ti ea`io l/ WASTE WATER: BUILDING: i Date: Apra 1 yl „ oiI To: C -j o S a h O rd 300 N . Par ( Avenue Sa.n;ord , FL 3a 17 ) Re: Power of Attorney To Whom It May Concern: This is written confirmation that I, Bran l- ffl coo o- i!- , hereby give legal Power of Attorney to Andre -z wi Kst rorn , to handle any and all matters regarding permitting within UA%j o- San(ocd , Florida, including, but not limited to, submitting and pulling permits, licensing, and signing permits and applications on my behalf. My General Contactor license number is ccc- is l ` LI 55 Sincerely, 4: 0:,- j Qualifier k)e —Caro _(--)-V(11—n L Company Name a --4L l SI L'Ll S—S State. License # Sworn to pnd subscribed to me this day of , 20, by who is personally kn6wn_ to me or has produced as i entification. Notary Signature (Notary Seal) jf ; CLAUDE'TE R. LbwE Commission # EE 067529AExpiresFebruary24,--2015: I TI- T'0Y Fain i')Frxxe 800-385-7019 Permit No. Tax Folio No. 11-26-30 -300 pa30 - 0000 NOTICE OF COMMENCEMENT j State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following 110111N1iNNp q I"NN0N81NN INN N MARYME "Mi CLERIC OF CIRCUIT CONT SEiNINO,E CITY BK 07554 Pg 1452; U pg ) CLERK' S 0 2011037F,971037E'917 RECORDED 04/11/2011 11:4808 AN RECORDING FEES 10.00 RECORDED BY T Saith information is provided in this Notice of Commencement. ctt"75 Orlando Dr, Sc,14b d 3x773 1. Description of property: (legal description of the property, and street address if available) Le --Sec, 19 -FW P,905 R&E 30 F S x30 Fr OF N ' Sq FL OF NE '11-1 oq Suojq E o- Sra+-e a I79a 2. General description of improvement: Atldi na e4u iAmen+ e"ab",nei• an exisi'mQ paA , -iowe-r 3. Owner information: Name: Spr',ni Cern Address: g1to E15CnhoWe.r dlVd 4 3t<<{ t ,,,. r' . 33L,3y b. Interest in property: Lease -hold c. Name and address of fee simple titleholder (if other than Owner): Name: &5t+o,2 Prope > Nv.rph L Address: p7a fr.sher Int . by; Gdo 3 a-l(.e c. 4. Contractor Name: e eA 1 cc -s z Phone number: 7t2S O t I! y6 /. c. Address: q2i1 5w lam` 11 ,re Pocr oonb (3Lh fit 330lori _ C 5. Surety Name NA E Address: N>a b. Amount of bond: $ Mrd b. Lender: Name: I7 ACHER l UNr. Address: 0 A E b_ Lender's phone number: qTa. Persons within the State of Florida designated by Owner upon whom notices or other documents may be,Og a1,. provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: S.a. In addition to himself or herself, Owner designates _ Of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(6), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TIIE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATU"T.ES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND .POSTED ON' THE 10B SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO BE -FOREE COMM NCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT,, Signature of Owner or Owners Authorized Officer/Director/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me this day of _„_, (year) , by (name of person) as (type of authority,... e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was e):ecuted) a( 1 CTYYL (SEAL) Stgnarure of Notary Public Personally Known _l,-- OR Produced Identification "Type of Identification Produced Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts sta in i are n1 t b st of y knowledge and belief. Signature of Natural Person `) *p#N ENT PREPARED BYa Notary Public State of FloridaRev, date 3/2008 AME r7 r i r° Andrea Wikstrom 105 My Commission DD906128 ADDR. _- S r' 1 / t7oF dF Expires 07/09/2013 A_0lt'd FL 3Y 9i ARTICLE 3 COMMENCEMENT DATE AND FINAL COMPLETION The commencement date for Contractor to begin Work on a Project in accordance with the Contract Documents is the date from which the Contract Time is measured, and: is the date stated in a Notice to Proceed issued by the Company. The Contractor must achieve Final Completion of the Work not later than 60 days after the commencement date (the Contract Time"'), subject to adjustments to the Contract Time as provided in the Master Agreement. If Contractor does not achieve Final Completion within the Contract Time (as n -lay be arriended under the Master Agreement), Contia(;tof must pay Company as liquidated damages ("Liquidated Damages"), arid not as a penalty, the amount of 0 per clay (or any portion thereof) until the Work has been completed in accordance with the Contract Documents. ARTICLE 4 CONTRACT SUM Company will pay the Contractor the suiof$7,000.00 (ontract. Sum") for Contractor's performance of thef Work Linder this Work Order, in accorclaCh- fle, erms of the Master Agreement, The Contract Sum is based upon the following modifications, if any, which are described in the Contract Documents, arid are approved by Company, ARTICLE 5. MISCELLANEOUS PROVISIONS Any and All changes , linilhp cost, scope ofwork or 'theircompletion dates Must be introduced as: a Change I C) rd e., r f o this Work Order and. mist be: signed by Company. and by the Contractor before any changes are. binding. Ifthere, is no written Change Order, the changes may be heid to be invalid by Company. in such case, any increased cost necessary to pet -form out=of=scope work under this Work Order and the resultant Work must be solely borne by the Contractor. All rates. under this Work Orderor rates under Change Order referencing this Work Order must not increase unless specifically addressed in a mutually agreed upon Change Order, Unless specifically delineated in this Work Order-, Company delays in providing any deliverables to Contractor including documentation, access to resources and program direction do riot increase the Contract Sum. This Work Order is entered into as of the EffPcIlIve Da , te and is signed in triplicate, one of Which is to be retained by the Contractor, and the remaining two copies returned to the Company, each of which is an original.. Sprint Com, Inc. T) L Signature)J Nkg Printed I namei)nly) C,iq Title) SPRINT CONFIDENTIAL INFORMATION - RESTRICTED MCA; QM# 2545850 (12/1/06) Basis. of Paymeni - Stipulated Suin) onstruction Pi"olect Manager it, I.Site Developmerit, JOB.SITE(S): OR03XCO56 THIS WORK ORDER (the 'Work Order") is issued under that construction agreement ("Master Agreement") dated the 5th day of October; 201.0 between Sprint Com, Inc. a Kansas corporation ("company"), and Net -Com Services, Inc., a California c.orporaticin ("Contractor"). fhp, affective date of this Work Order is March 25, 2011 (thp- 'T-,ffPctivP Dato"). The Company, or a Company Affiliate., holds licenses from the Federal Communications Commission ("FCC") to provide wireless personal communications services ("PCS") and other wireless services in certain portions of the United States. The Company is building a wiroIc,,,,s network throughout portions of the United Stater, (the "Site Prcject`).. In accordance with the Contract Documents, Contractor Must perform the construction or installation of all or a portion of one or more Sites constituting a portion of the Site Project, The Work is described in the Contract Documents as referenced by the Job Site ID number indicated on the top richt hand corner of this Work Order. COMpally and Contiaf;tor agree as follows: ARTICLE I THE, CONTRACT DOCUMENTS The Contract Documents consist of this Work Order, the Master Agreement, the Bid Package, Purchase Order, Job Site Construction Drawings, Shindard Construction Sp9cifications,,or Wireless Sites, Change Orders, addenda modifying the preceding documents and other documents that Company specifically identifies as Contract Documents. The Master Agreement, together with the Contract Documents, constitutes the complete agreement between Company and Contractor with respect to the subject matter of the Master Agreement and supersedes any prior oral or written negotiations or agreements relating to the Work. ARTICLE 2. THE WORK The Contractor must perform the Work as described as installation of amplifier unit. Conticts: Sprint Project Manager for this Engagement j Contact Name:Andyea 04fiksrorn Phone Number /21-931-3100 FAX to send PO: 727-93-7-3199 Purpose: The purpose of.this Work Order is to govern all Work issued by Company to Contractor for this Site. SPRINT CONFIDENTIAL INFORMATION — RESTRICTED MCA; DM4 2545850 i Memomndm To: City of Sanford — Building Department CC: From: Andrea Wikstrom Date: 3/17/2011 Re: Building Permit Application — OR03XC056 Cabinet Building Department — Please contact me directly with any questions about the enclosed building permit application or if there is anything additional that needs to be submitted. Andrea Wikstrom s TelAcq Consulting, Inc. 727-937-3100 x0 awikstrom@telacq. com 1 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Commercial Permitting Procedures & Checklist Project Name, Number or Address: L41"75 O r tar, & br S a jo,- d FL 3 a1773 Steps in the Permit Process: 1. Submit application with required documents, including plan review fee and application fee. 2. Documents will be reviewed to determine if your project is in compliance with the construction codes, the zoning ordinance, and with other municipal or state ordinances and statutes. 3. Results of review process will be forwarded to you; resubmit required changes as well as remaining fees. 4. Call 407.688.5151 for inspections. Inspections called in prior to 4:00 P.M. will be performed the following business day. If there is a rejection on an inspection, a reinspection fee will need to be paid prior to the next reinspection. After hours inspections are available for an additional fee. If this is required, request an after hours application and a copy of our policy. 5. Receive an approved final inspection. What You Need to Submit: Use this checklist when submitting; mark N/A if specific item is not needed for your project. Failure to furnish required documents will delay processing your application. A copy of the executed contract indicating the dollar amount of construction. o tTo gin Five site plans that have been approved by the Planning and Zoning Commission. Nl\ Foundation plan reflecting footer sizes for all bearing walls. Provide a side detail reflecting the placement and size of reinforcing steel. Detail shall also reflect slab thickness and reinforcement if used. Floor plan indicating room or space identification, room dimensions, door and window dimensions and types, and tenant separation and fire resistant walls; complete UL design noted. Five sets of signed and sealed sets of plans and drawings, no less than '/ inch scale. Structure details signed and sealed by a Florida licensed design professional. Architectural drawings signed and sealed by architect. 2'/ Four or more elevations including finish floor elevations. E Electrical drawings signed and sealed by engineer if over 800 AMPS. Mechanical drawings signed and sealed when 15 tons or more and/or $50,000.00. Plumbing drawings signed and sealed and shall comply with Florida Handicap Accessibility Code. Rev. 2.16.11 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Square footage, type of construction, occupancy classification (group), occupant load, sprinklers, standpipes and alarm systems, fire protection requirements and NFPA requirements, and Life Safety Code 101 requirements. Three signed and sealed sets of Florida Energy Code Forms. Signed building permit application. A recorded copy of Notice of Commencement. (Will provi'de whewad if is) P An approved Utility Availability form, or approved well and septic tank permits. Copy of site development permit issued by Planning & Development Services Department. N]/"` Two sets of Florida product approval documentation and manufacturer's installation instruction for each of the following: o Exterior swinging doors o Garage doors o Sliding doors o Windows o Store front glazing o Roof systems o Roof and floor truss engineering Other Stuff You Need to Know If you are the owner/occupant, you are allowed by Ch. 489.103(7) of the Florida Statutes to apply for and obtain a building permit for certain types of construction up to $75,000.00. A Disclosure Statement will require your signature and addresses the limits of construction activity allowed by state law. Separate permits are required for all electrical, plumbing and mechanical, alarm systems, sprinkler systems, suppression systems, and out buildings or structures. The purpose of the executed construction contract is to calculate a plan review charge. If the executed contract is not submitted, the City reserves the right to calculate the plan review fee based on past permit activity levels. The current rate is $35.70 per square foot for plan review. Should calculated charges exceed the documented construction value, credit will be applied to your permit fees when the permit is released. If construction is located within the City's Historical District, approval needs to be obtained from the Historic Preservation Board before applying for a building permit. Please call 407.688.5140 for additional requirements for a property located with the HD. Rev. 2.16.11 ENGINEE KCI TECHNOLOGIES, INC. 10401 HIGHLAND MANOR DRIVE SUITE 120 TAMPA, FLORIDA 33610 ENGINEER: JAMES T. FENNELL, P.E. FL. LICENSE NO. 63808 PROJECT TEAM KCIPROJECT MANAGER RICH HILLYER 813-740-2300 SITE ACQUISITION CONSULTANT: CELYNDA REDGRAVE 813-417-7271 SPRINT RF ENGINEER: MARC KNAPP 407-230-9531 KCI JOB # 01100136AG CONSULTANT TEAM SITE NAME FLEA WORLD SITE NUMBER OR03XCO56-A SITE ADDRESS 4175 ORLANDO DRIVE SANFORD,FL 32773 SEMINOLE COUNTY) 5 SPRINT OR03XCO56-A FLEA WORLDg,,, o CABINET ADDITION ON EXISTING EQUIPMENT PAD 4175 ORLANDO DRIVE DIRECTIONS TO SITE: SANFORD, FL 32/73 TAKE SR 436 NORTH TO HWY17-92 NORTH AND GO SEMINOLE COUNTY) FOR APPROXIMATELY 22 MILES. INSIDE THE CITY LIMITS OF SANFORD JUST PAST FLEA WORLD THE SITE IS ON RIGHT SIDE OF ROAD BEHIND DEALERSHIP. TAKE SECOND ENTRANCE TO GET TO TOWER. THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND ANY CHANGES OR MODIFICATIONS THEY MAY IMPOSE. LANDLORD DATE low SPRINT DATE APPROVALS LOCATION SCALE: NOT TO SCALE SCALE:NOT TO SCALE To"gether with NEXTEL 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 813) 80614000 FLEA WORLD OR03XCO56-A DATE: FEBRUARY 25, 2011 1 PRELIM CONSTRUCTION PLANS ISSUED 0/5/11 2 ISSUED FOR CONSTRUCTION 03/02/11 3 4 5 6 cl TECHNOLOGIES FLORIDA LICENSE QQNOO..: EB0004898 104011RIf±tiMR1ClR XAQGIES, INC. MRDRIVE ES-3FeN49 .E. FL. LICE 0.9$6( 0.6 80 SITE FLEA WORLD SITE NUMBER OR03XCO56-A SITE ADDRESS 4175 ORLANDO DRIVE SANFORD, FL 32773 SEMINOLE COUNTY) SHEET TITLE TITLE SHEET SHEET NUMBER : T-1 KCI JOB # : 01100136AG EXISTING SPRINT EQUIPMENT CABINETS ON CONCRETE PAD 8 6 4 2 0 4 8 6 6 4 2 0 4 8 _ - r FOR 24'x36' DRAWINGS FOR 11'x17' DRAWINGS ?` " GRAPHIC SCALE: 1/2' 1'-0' GRAPHIC SCALE: 1/4' - 1'-0' FOR 24'x36' DRAPINGS FOR tt'xt7' DRAWINGS GRAPHIC SCALE: 1/2' 1'-0' GRAPHIC SCALE: 1/4' . 1'-0' ® 4' EXISTING GRIP STRUT EXISTING SPRINT PAD DETAIL SCALE AS NOTED SITE DATA 1. ZONING : GC -2 JURISDICTION: SEMINOLE COUNTY PARCEL NUMBER ;5140 28 06 1530 PROPERTY OWNER : LARRY BISHOP 850 DYSON DRIVE WINTER SPRINGS, FLORIDA 32708 2, VEHICULAR USE: APPROXIMATELY 1 TO 3 SITE VISITS PER MONTH. PARKING SHALL BE PROVIDED FOR IN THE ACCESS EASEMENT. 3. WATER AND SEWER: COMMUNICATION FACILITY SHALL NOT BE SERVICED BY WATER OR SEWER. 4. USE UNMANNED TELECOMMUNICATIONS RELAY EQUIPMENT. STORM WATER MANAGEMENT: EQUIPMENT OWNER TO ENSURE THAT THE SITE SHALL COMPLY WITH ALL STATE AND COUNTY STORM WATER REGULATIONS 5. SITE DATA COMPILED FROM A SITE VISIT BY KCITECHNOLOGIES DATED 07-01-10. EXISTING 9'-10" x 16'-4" SPRINT EQUIPMENT PAD W/CABINETS EXISTING METER, ATS PPC CABINET ON H_ FRAME EXISTING GRIP STRUT TRAY TO BE REMOVED AND CONDUIT TO BE RE-ROUTED ON OUTSIDE OF EXISTING PAD 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 THESE CODES. 1. 2007 FLORIDA BUILDING CODE W/ THE 2009 SUPPLEMENTS 2. NATIONAL ELECTRIC CODE W/ LOCAL AMENDMENTS 3. ANSI/TIA/EIA APPLICABLE STANDARDS 4. FLORIDA FIRE PREVENTION CODE 2006 5. LIFE SAFETY CODE NFPA-101-2007 6. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECS (AISC) 7. UNDERWRITERS LABORATORIES (UL) APPROVED ELECTRICAL PRODUCTS 8. LOCAL BUILDING CODE 9. CITY/COUNTY ORDINANCES EXISTING 9'-10" x 16'-4" SPRINT EQUIPMENT PAD W/CABINETS EXISTING METER, ATS PPC CABINET ON H -FRAME PROPOSED SPRINT CELL EXTENDER CABINET TO MOUNTED ONTO EXISTING SPRINT PAD 4710 EISENHOWER BLVD BLDG. D-1 TAMPA, FLORIDA 33634 813) 806-4000 FLEA WORLD OR03XCO56-A DATE FEBRUARY 25, 2011 REVISIONS 1 PRELIM CONSTRUCTION PLANS ISSUED 02/25/11 2 ISSUED FOR CONSTRUCTION 03/02/11 3 4 5 6 KCI TECHNOLOOIESS FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES, INC. 10401 HIGHLAND MANOR DRIVE SUITE 120 TA, y9 F1@01 PJ v3 10 A lij . 41 S FLEA YN 9LD, SITE NUMBER OR03XCO56-A I SITE ADDRESS : 1 4175 ORLANDO DRIVE SANFORD, FL 32773 SEMINOLE COUNTY) SHEET TITLE : PROPOSED PAD LAYOUT SHEET NUMBER : C-1 KCI JOB # : 01100136AG CONTRACTOF RE-ROUTE B TO NEW EX NST ALL NEW WAVEGUIDE BRIDGE B'•0" TALL. TO CARRY AND PROTECT NEW JUMPER RUNS. SPRINT CABINET LAYOUT NOT TO SCALE EXISTING 9`10"x 16'-4" SPRINT EQUIPMENT PAD W/CABINETS XISTING METER, ATS PPC CABINET ON i -FRAME PROPOSED SPRINT CELL EXTENDER CABINET TO MOUNTED ONTO EXISTING SPRINT PAD SEE DETAIL THIS SHEET SPRINT CABINET MOUNTING DETAIL NOT TO SCALE PROPOSED SPRINT EQUIPMENT CABINET PROPOSED SPRINT CABINET MOUNTED TO EXISTING CONCRETE PAD WITH (4)5/8"A HILTI HAS BOLTS WITH 3" MIN EMBEDMENT USING HILTI ANCHORS AND HILTIHIT-HY150 ADHESIVE. NO SUBSTITUTION PERMITTED TYP OF 4 PER CABINET) EXISTING CONCRETE PAD CONTRACTOR TO FIELD DRILL EXISTING PAD FOR NEW CABINET INSTALLATION BOLTS MIN. 3" EDGE CLEARANCE TYP FOR EA CONNECTION) Spriri`t ® Y r f' Together wlTh NEXTEL r 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 813) 806000 FLEA WORLD OR03XCO56-A DATE: FEBRUARY 25, 2011 1 PRELIM CONSTRUCTION PLANS ISSUED 02/25", / /11 2 ISSUED FOR CONSTRUCTION 03/0 /11 3 4 5 6 KCI 0 TECHNOLOGIES FLORIDA LICENSE NO.: EBOOD4898 KCI TECHNOLOGIES, INC. 10401 HIG_HJLANQ MANOR DRIVE x.63808 07 t s eI000011•` FLEA WORLD SITE NUMBER : OR03XCO56-A SITE ADDRESS 4175 ORLANDO DRIVE SANFORD, FL 32773 SEMINOLE COUNTY) SHEET TITLE : EQUIPMENT LAYOUT SHEET NUMBER : C-2 KCI JOB # 01100136AG GENERAL NOTES: 1. ALLREFERENCES TO OWNER HEREIN SHALL BE CONSTRUED TO MEAN SPRINT/NEXTEL CORPORATION OR IT'S DESIGNATED REPRESENTATIVE. 2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE ANO/OR COUNTY IN WHICH IT IS TO BE PERFORMED. 3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT. 4. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED :EXACTLY AND SHALL SUPERCEDE ANY CONFLICTING NOTES' ENCLOSED HEREIN. 5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE STRUCTURE AND .ITS COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS.. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN. THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE -PROJECT. 6. ALL DIMENSIONS, ELEVATIONS, AND. EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED.'BY THE CONTRACTOR AND THE TESTING AGENCY PRIOR TO. BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY -AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR. TO INSTALLATION. THE CONTRACTOR .SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR INSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK. 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL BUILDING CODE. 10. ALL PROPOSED CELLULAR EQUIPMENT AND FIXTURES SHALL BE FURNISHED BY OWNER FOR INSTALLATION BY THE CONTRACTOR, UNLESS SPECIFICALLY NOTED OTHERWISE HEREIN. 11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL. 12. PREFABRICATED BUILDING INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. STRUCTURAL STEEL NOTES: 1. DESIGN REQUIREMENTS PER FLORIDA BUILDING CODE (2007 EDITION W/ THE 2009 SUPPLEMENT)AND THE EIA/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. BASIC WIND SPEED: 146 MPH (3 SEC. GUST).. 2. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE A.I.S.C. SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE A.I.S.C. CODE OF STANDARD PRACTICE. 3. STRUCTURAL STEEL PLATES ANO SHAPES SHALL CONFORM TO ASTM A26. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. ALL STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 4. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) D.1.1/D1.1M2010. STRUCTURAL WELDING CODE -STEEL WELD ELECTRODES SHALL BE $70X%. 5. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 6. NORTH ARROW SHOWN ON, PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND INFORM OWNER OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 7. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND ACI 301. AND SHALL HAVE A"28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI(U.O.N.). CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL UNLESS OTHERWISE NOTED. MINIMUM CONCRETE COVER SHALL BE 3 INCHES UNLESS OTHERWISE NOTED. B. ALL REINFORCING STEEL SHALL CONFORM TO ASTM. 615 GRADE 60, DEFORMED BILLET STEEL BARS. WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO ASTM A185. 9. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST A.I.S.C. SPECIFICATIONS. 10. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH A.I.S.C. SPECIFICATIONS. 11. HOT -DIP GALVANIZE ITEMS SPECIFIED TO BE ZINC -COATED, AFTER FABRICATION WHERE PRACTICAL. GALVANIZING: ASTM A 123, ASTM, A 153/A 153M OR ASTM A 653/A 653M, G90, AS APPLICABLE. 12. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING TO ASTM A 780 OR BY APPLICATION OF STICK OR THICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS TO BE REPAIRED, AND REMOVE SLAG FROM WELDS. HEAT SURFACES TO WHICH STICK OR PASTE MATERIAL IS APPLIED WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT THE METALLICS. IN STICK OR PASTE, _SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS MATERIAL. 13. CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTRUCTIONS/SPECIFICATIONS IF NO INFORMATION IS CONTAINED IN THESE PLANS OR IF THE MANUFACTURER'S SPECIFICATIONS ARE STRICTER. PAINTING: 1. CONTRACTOR TO COORDINATE PAINTING REQUIREMENTS WITH OWNER. 2. PAINT COLORS SHALL BE SELECTED TO MATCH EXISTING COLORS AND TEXTURES. 3. PROVIDE THE BEST QUALITY GRADE OF COATINGS AS REGULARLY MANUFACTURED BY APPROVED PAINT MATERIAL MANUFACTURERS. MATERIALS NOT DISPLAYING THE MANUFACTURER'S IDENTIFICATION AS A STANDARD, BEST -GRADE PRODUCT WILL NOT BE ACCEPTABLE. 4. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COATS. USE ONLY THINNERS APPROVED BY THE PAINT MANUFACTURER AND USE ONLY WITHIN RECOMMENDED LIMITS. 5. COMPLETELY COVER TO PROVIDE AN OPAQUE, SMOOTH SURFACE OF UNIFORM. FINISH, COLOR, APPEARANCE AND COVERAGE. CLOUDINESS, SPOTTINGS, HOLIDAYS, LAPS, BRUSHMARKS, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. 6. FERROUS METALS SHOP PRIMED: 1. TOUCH-UP COAT - RED OXIDE METAL PRIMER 2. FINISH COATS - SEMI -GLOSS -ALKYD ENAMEL ANTENNAS: 1. POLANE T AND POLYURETHANE ENAMEL BY SHERWIN WILLIAMS. COORDINATE WITH SPRINT CONSTRUCTION MANAGER. PERMITS CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALL APPLICABLE GOVERNMENTAL AGENCIES. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND THE AC1318-08, LATEST EDITION "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE". THE CONTRACTOR SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. THE CONTRACTOR SHALL REWORK (DRY, SCARIFY, ETC.) ALL MATERIAL NOT SUITABLE FOR SUBGRADE IN ITS PRESENT STATE. IF THE MATERIAL, AFTER REWORKING, REMAINS UNSUITABLE THEN THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE WITH APPROVED MATERIAL AT HIS EXPENSE. ALL SUBGRADES SHALL BE PROOFROLLED WITH A FULLY LOADED TANDEM AXLEDUMPTRUCK PRIOR TO PAVING. ANY SOFT MATERIAL SHALL BE REWORKED OR REPLACED. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURES IN OPERABLE CONDITION. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE. ALL DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST REVISION) PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THE OWNER IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY GOVERNING AGENCY INSPECTORS. MISCELLANEOUS 1. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT ASSEMBLES SHALL CONFORM TO ASTM A307 OR ASTM 36. ALL STRUCTURAL FASTNERS FOR STRUCTURAL STEEL FRAMING SHALL. CONFORM TO ASTM A325. FASTENERS SHALL BE %" MIN. DIA. BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE PLANE. ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. 2. THE CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. CONNECTION HARDWARE SHALL BE STAINLESS STEEL. 3. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR SHALL VERIFY NORTH AND NOTIFY CONSULTANT OF ANY DISCREPANCY BEFORE STARTING CONSTRUCTION. 4. PROVIDE LOCK WASHERS. FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 5. THOROUGHLY REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS. 6. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. ALL BENDS TO BE A MIN. OF 8" RADIUS. 7. FOR ALL EXTERNAL GROUND CONNECTIONS, CLAMPS AND CADWELDS, APPLY A LIBERAL PROTECTIVE COATING OR AN ANTI -OXIDE COMPOUND SUCH AS 'NO -OXIDE A' BY DEARBORN CHEMICAL COMPANY. 8. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ANY EXISTING RUST AND APPLYING COLD GALVANIZATION. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURERS SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. SEE RF ANTENNA CONFIGURATION SHEET FOR JUMPER LENGTH TO ANTENNAS. 11. ALL MAIN TRANSMISSION CABLES WILL BE TERMINATED AT A SPRINT/NEXTEL POLYPHASER PROTECTOR LOCATED WITHIN V -O" OF THE EQUIPMENT CABINET. 12. ANTENNA CABLE LENGTHS HAVE BEEN DETERMINED BASED ON THESE PLANS. CABLE LENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRICATION. DUE TO FIELD CONDITIONS, ACTUAL CABLE LENGTHS VARY. CONTRACTOR MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. 13. ALL MAIN CABLES WILL BE COLOR CODED AT FOUR LOCATIONS: A) AT ANTENNA PRIOR TO JUMPER, B) AT THE BOTTOM OF THE TOWER, CI EXTERIOR PART OF THE WAVEGUIDE ENTRY PORT AT THE SHELTER/CABINET WALL), D) INTERIOR OF THE SHELTER/CABINET. 14. ALL MAIN .CABLES WILL BE GROUNDED AT: A) AT THE ANTENNA MOUNTING PIPE, B) MIDDLE OF THE CABLE RUN IF OVER 200', C) AT THE BOTTOM OF THE TOWER, D) PRIOR TO ENTERING EQUIPMENT SHELTER/CABINET (WITHIN 1'OF ENTRY). 15. PROVIDE AT LEAST 6" SLACK IN THE MAIN COAXIAL CABLES AT THE TOWER TOP TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. 16. PROVIDE A CABLE DRIP LOOP AT THE BOTTOM OF THE TOWER BELOW THE TOWER BOTTOM GROUND CONNECTIONS AND AS THE CABLE TRANSITIONS TO THE CABINET. 17. CABLE SUPPORT RODS INSIDE SHELTER SHALL BE CUT 2" BELOW LOWER SUPPORT PLATE AND SHALL BE COVERED WITH A RUBBER CAP. 18, ALL UNISTRUT CUTS AND ANY METAL ENDS WITH RAW EDGES SHALL BE COLD GALVANIZED AND COVERED WITH A PLASTIC/RUBBER CAP. 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 813) 806-4000 FLEA WORLD OR03XCO56-A DATE: FEBRUARY 25, 2011 NO. I I'DATE 'I 1 PRELIM CONSTRUCTION PLANS ISSUED 02/25/11 . 2 ISSUED FOR CONSTRUCTION 03/02/11 3 4 5 6 K C 1 TECFINOLOOIES FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES, INC. 10401 HIGHLAND MANOR DRIVE SITE NUMBER OR03XCO56-A SITE ADDRESS 4175 ORLANDO DRIVE SANFORD, FL 32773 SEMINOLE COUNTY) SHEET TITLE GENERAL CONSTRUCTION NOTES SHEET NUMBER : N-1 KCI JOB # : 01100136AG ELECTRICAL SPECIFICATIONS GENERAL A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETE INSTALLATION AND OPERATION OF AL4 ELECTRICAL WORK. ALL WORK SHALL BE DONE BY QUALIFIED PERSONNEL. B. CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND THE NATIONAL ELECTRICAL SAFETY CODE ADOPTED BY THE .LOCAL AUTHORITY HAVING JURISDICTION. THE INSTALLATION SHALL COMPLY WITH THESE AND ALL APPLICABLE RULES & REGULATIONS OF LOCAL AND STATE AUTHORITIES HAVING JURISDICTION. C. COORDINATE THE WORK OF ALL TRADES. D. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES. ARE .PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. THE RIGHT IS RESERVED TO MAKE REASONABLE CHANGES IN LOCATION OF EQUIPMENT, CONDUIT, AND .WIRING UP TO THE TIME OF ROUGH -IN OR FABRICATION. E. THE CONTRACT ,DRAWINGS .ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO .FIT THE WORK TO THE CONDITIONS F. THERE SHALL BE NO INTERRUPTION OF POWER TO EXISTING ELECTRICAL SYSTEMS WITHOUT PRIOR CONSENT OF THE BUILDING OWNER. SUCH INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL BE SCHEDULED WITH THE OWNER AT LEAST THREE BUSINESS DAYS IN ADVANCE OF THE QUTAGE.:ANY COST FOR WORK THAT MUST BE DONE ON AN OVERTIME BASIS SHALL BE INCLUDED IN THE • BID. G. VISIT THE SITE AND INSPECT THE EXISTING CONDITIONS BEFORE BID IN ORDER TO ENSURE PROPER EVALUATION OF WORKING CONDITIONS AND LOCATION OF EXISTING CONDITIONS. H. WHERE OUTLETS ARE REMOVED OR CIRCUITS INTERRUPTED OR BROKEN, PROVIDE THE REQUIRED RELOCATION; RECONNECTION OR REARRANGEMENT TO RESTORE SERVICE TO ALL ITEMS, OUTLETS, ETC. NOT MADE OBSOLETE BY THIS WORK. I. MOUNTING AND SUPPORTING OF ALL EQUIPMENT PROVIDED UNDER THIS SECTION SHALL BE COORDINATED WITH THE CONSTRUCTION MANAGER IN THE FIELD. PERMITS AND FEES A. OBTAIN, PAY FOR, AND DELIVER ALL PERMITS, CERTIFICATES OF INSPECTION, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. DELIVER CERTIFICATES TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. MATERIAL AND EQUIPMENT A. INSTALLATIONON SHAND QUIMENT INSTALLED AS A PART ALL OTPERMANENT BE NEW UNLESS OTHERWISE INDICATED OR FSPECIFIED, AND EAL BECH PTARTICULAR CASE, WBY A HERE STANDARDSRECOGNIZED TESTING LAB, ARDS HAVE BEEN ESTABLISHED. CUTTING AND PATCHING A. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR THE. INSTALLATION OF THE ELECTRICAL WORK. ANY DAMAGE DONE TO THE WORK ALREADY IN PLACE BY REASON OF THIS WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE BY A QUALIFIED MECHANIC EXPERIENCED IN SUCH WORK. PATCHING SHALL BE UNIFORM IN APPEARANCE AND SHALL MATCH THE SURROUNDING SURFACE. DO NOT CUT STRUCTURAL MEMBERS WITHOUT APPROVAL BY THE CONSTRUCTION MANAGER. WHERE PENETRATIONS ARE NECESSARY THROUGH' THE ROOF, PROVIDE ALL NECESSARY CURBS, SLEEVES, SHIELDS, FLASHING, FITTINGS, AND CAULKING TO MAKE THE PENETRATIONS ABSOLUTELY WATERTIGHT. ELECTRICAL WORK UNDER OTHER DIVISIONS A. IN GENERAL POWER WIRING FOR SYSTEMS ARE INCLUDED UNDER THIS SPECIFICATION. CAREFULLY REVIEW THE CONTRACT DOCUMENTS AND COORDINATE THE ELECTRICAL WORK TO BE PERFORMED UNDER THE OTHER DIVISIONS. GUARANTEE A. GUARANTEE THE ELECTRICAL SYSTEM INSTALLED BY THE CONTRACTOR FREE FROM ALL MECHANICAL AND ELECTRICAL DEFECTS FOR THE PERIOD OF ONE YEAR BEGINNING FROM THE DAY OF FINAL ACCEPTANCE OF THE WORK OR BENEFICIAL OCCUPANCY BY THE OWNER, WHICHEVER OCCURS FIRST. B. UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE ELECTRICAL INSTALLATION DURING THE GUARANTEE PERIOD, NEW REPLACEMENT PARTS SHALL BE FURNISHED AND INSTALLED PROMPTLY AT NO COST TO THE OWNER CONDUIT AND FITTINGS A. MINIMUM CONDUIT SIZE SHALL BE 3'4". (UNLESS OTHERWISE INDICATED) B. SUPPORT ALL CONDUIT NOT EMBEDDED IN CONCRETE OR MASONRY SO THAT STRAIN IS NOT TRANSMITTED TO OUTLET BOXES AND PULL BOXES, ETC. SUPPORTS TO BE SUFFICIENTLY .RIGID TO PREVENT DISTORTION OF CONDUITS DURING WIRE PULLING. C. ALUMINUM CONDUIT IS PROHIBITED. D. ALL CONDUITS SHALL BE -GALVANIZED ELECTRICAL METALLIC TUBING (EMT), PVC, OR RIGID GALVANIZED STEEL (EXTERIOR EXPOSED) E. EMT CONDUIT FITTINGS SHALL BE FERROUS COMPRESSION TYPE. F. IN DAMP OR WET LOCATIONS USE FLEXIBLE, LIQUID -TIGHT METAL CONDUIT WITH APPROVED FITTINGS. COORDINATION A. COORDINATE THE WORK OF POWER, GROUNDING AND TELCO AT EQUIPMENT WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. FINAL TERMINATIONS TO BE AT THE DIRECTION OF THE EQUIPMENT SUPPLIER. B. PRIOR TO BEGINNING WORK CONTRACTOR SHALL COORDINATE ALL POWER TELCO WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED. WIRES AND CABLES (600 VOLTS) A. BUILDING WIRE, UNLESS OTHERWISE INDICATED SHALL BE 600 VOLTS, TYPE THHN-THWN INSULATION. CONDUCTORS SHALL BE SIZED AND RUN AS INDICATED CONDUCTORS SHALL BE SOFT DRAWN COPPER OF NOT LESS THAN 98/ CONDUCTIVITY. CONDUCTOR INSULATION A. ALL CONDUCTORS SHALL BE COLOR CODED AS REQUIRED BY NEC AND FURTHER IDENTIFIED AND CODED AS SPECIFIED HEREINAFTER. COLOR CODING SHALL BE BY MEANS OF COLORED INSULATING MATERIAL, COLORED BRAID OR JACKET OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED, PERMANENT, NON -AGING, INSULATING TAPE APPLIED TO CONDUCTORS AT EACH CABINET OR JUNCTION POINT. THE COLOR CODING SHALL BE ACCOMPLISHED AS THE CONDUCTORS ARE INSTALLED. THE FOLLOWING SYSTEMS OF COLOR CODING SHALL BE STRICTLY ADHERED T0: A) GROUND LEADS: GREEN B) GROUNDED NEUTRAL LEADS: WHITE C)120/208 VOLT (120/240 VOLT) UNGROUNDED PHASE WIRES: BLACK, RED, BLUE THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY FOLLOWED THROUGHOUT. CONDUIT SUPPORTS A. SUPPORT SURFACE RUNS OF CONDUIT USING ONE OR TWO HOLE PIPE STRAPS. STRAP SPACING 6FOOT ON CENTERS, MAXIMUM, UNLESS NOTED OTHERWISE. B. FASTEN STRAPS TO CONCRETE USING INSERTS OR EXPANSION BOLTS AND TO HOLLOW MASONRY USING TOGGLE BOLTS. WOODEN PLUGS ARE UNACCEPTABLE. OUTLET, JUNCTION AND PULL BOXES A. ALL BOXES, WHETHER OUTLET, JUNCTION, PULL, OR EQUIPMENT SHALL BE FURNISHED WITH APPROPRIATE COVERS. B. NO SECTIONALIZED BOXES SHALL BE USED. C. OUTLET, JUNCTION AND PULL BOXES SHALL BE SHEET STEEL. WHERE REQUIRED TO FACILITATE PULLING OF WIRES. OR CABLES, SUCH BOXES SHALL BE RIGIDLY MOUNTED AND INSTALLED IN ACCESSIBLE LOCATIONS. IDENTIFICATION OF EQUIPMENT A MARK AND PERMANENTLY IDENTIFY ALL ELECTRICAL EQUIPMENT. IDENTIFICATION SHALL BE LAMINATED PLASTIC PLATES, BLACK WITH WHITE ENGRAVED LETTERS. USE 4" HIGH LETTERING. ATTACH PLATES WITH CHROME PLATED OR 3116 STAINLESS STEEL SCREWS TO THE DEVICE. USE NOMENCLATURE ON DRAWINGS. B. ALL EQUIPMENT SHALL BE MARKED WITH WARNING LABELS AND SIGNAGE AS REQUIRED BY THE NATIONAL ELECTRIC CODE AND OTHER APPLICABLE STANDARDS. SAFETY DISCONNECT SWITCH A. PROVIDE SAFETY DISCONNECT SWITCHES AS SHOWN ON THE DRAWINGS AND WHERE REQUIRED BY THE NATIONAL ELECTRICAL CODE. SWITCHES SHALL BE HORSEPOWER -RATED WHERE APPLICABLE, AND SHALL BE THE SIZES REQUIRED. SERVICE ENTRANCE SWITCH SHALL BE SO RATED. B. SWITCHES SHALL BE HEAVY DUTY TYPE FUSED OR UNFUSED, AS INDICATED; SIDE HANDLE OPERATED, NEMA 1 FOR GENERAL INTERIOR WORK AND NEMA 3R STEEL FOR EXTERIOR, DAMP, OR WET LOCATIONS. SWITCHES SHALL' BE EQUIPPED WITH A COVER INTERLOCK TO 'PREVENT OPERATION WITH COVER OPEN. C. SWITCHES SHALL BE VISIBLE BLADE, EXTERNALLY OPERATED, WITH ALL CURRENT CARRYING PARTS SILVER OR TIN-PLATED. ALL SWITCHES SHALL HAVE PROVISIONS FOR NOT LESS THAN THAN TWO EXTERNAL PADLOCK. GROUNDING A. PROVIDE GROUND FOR ALL RACEWAYS, DEVICES, AND UTILIZATION EQUIPMENT PERMANENTLY AND EFFECTIVELY IN ACCORDANCE WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND AS HEREINAFTER SPECIFIED. ALL GROUNDED NEUTRAL CONDUCTORS SHALL BE CONTINUOUSLY IDENTIFIED. ALL GROUNDING AND BONDING CONNECTIONS SHALL BE SOLDERLESS. B. PROVIDE INSULATED GROUNDING CONDUCTORS FOR FEEDER AND BRANCH CIRCUIT WIRING AS CALLED FOR ON THE PLANS. PROVIDE GROUNDING BLOCKS, TERMINALS, ETC., FOR CONNECTION OF GROUND WIRE IN ALL DISTRIBUTION EQUIPMENT, OUTLETS, JUNCTION BOXES, AND UTILIZATION EQUIPMENT. TERMINATE WITH .LUGS OR COMPRESSION TERMINALS. CONDUCTORS LOOPED UNDER BOLTS OR SCREWS WILL NOT BE ACCEPTABLE. C. GROUND RODS WHEN NEEDED SHALL BE STEEL, COPPER CLAD %" DIAMETER BY TEN FEET LONG. GROUND ROD SHIELDS TO BE PROVIDED FOR DRIVING RODS. D. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM, THE EARTH RESISTIVITY SHALL BE MEASURED USING WENNER FOUR TERMINAL METHOD. REPORTS OF THE MEASURED RESISTIVITY MUST BE SUBMITTED TO THE CONSTRUCTION MANAGER. E. THE MAXIMUM RESISTANCE OF THE COMPLETED GROUNDING SYSTEM SHALL NOT EXCEED 5 OHMS ON ANY PART OF THE SYSTEM. IF DUE TO SOIL CONDITIONS OR OTHER PARAMETERS THIS MAXIMUM VALUE IS EXCEEDED, CONTACT THE ENGINEER FOR ADDITIONAL INSTRUCTIONS. F. GROUND BAR PLATES ARE TO BE MANUFACTURED EXACTLY AS DETAILED AND DIMENSIONED. DIMENSIONS TO BE ACCURATE TO 'A2" - G. ALL MOUNTING HARDWARE SHALL BE STAINLESS STEEL H. ALL BARE COPPER SURFACES SHALL BE COATED PRIOR TO LUGGING. JOINT COMPOUND SHALL BE KOPR-SHIELD BY THOMAS & BETTS. I. CONNECTION OF CONDUCTORS BELOW GRADE TO GROUND RODS, GROUND RINGS, GROUND WELL, ETC., SHALL BE EXOTHERMIC TYPE WELDING CONNECTIONS CADWELD". J. CONNECTION OF CONDUCTORS ABOVE GRADE TO METALLIC OBJECTS OR IN HANDHOLES.SHALL BE WITH .PRESSURE TYPE CRIMP CONNECTORS, BOLTED CLAMPS, OR SPLIT BOLT CONNECTIONS WITH SOLID BRONZE HARDWARE. CADMIUM PLATED STEEL HARDWARE IS NOT ACCEPTABLE. CONNECTIONS TO INTERIOR HALO GROUND RING SHALL BE WITH 'C' CLAMPS. SOLID TO SOLID AND STRANDED CONDUCTORS REQUIRES TWO (2) CLAMPS. ALL 'C' CLAMPS REQUIRE INSTALLATION WITH THE CORRECT HYDRAULIC CLAMP TOOL. SUPPORTS, HANGERS AND FOUNDATIONS A. PROVIDE ALL SUPPORTS, HANGERS, BRACES, ATTACHMENTS, AND FOUNDATIONS REQUIRED FOR THE WORK., SUPPORT AND SET THE WORK IN A THOROUGHLY SUBSTANTIAL AND WORKMANLIKE MANNER WITHOUT PLACING STRAINS ON THE MATERIALS, EQUIPMENT, OR THE BUILDING STRUCTURE. B. SUPPORTS, HANGERS, BRACES AND ATTACHMENTS SHALL BE STANDARD MANUFACTURED ITEMS OR FABRICATED STRUCTURAL STEEL SHAPES. AC-PLIR T neTA A. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE CONSTRUCTION MANAGER AS -BUILT" DRAWINGS FOR CHANGES OR DEVIATIONS FROM CONTRACT DRAWINGS TO THE FOLLOWING: 1. SOURCE. ORIGIN, AND/OR ROUTING OF MAIN FEEDERS 2. LOCATION OF MAJOR PIECES OF DISTRIBUTION EQUIPMENT SUCH AS KILOWATTHOUR METER AND MAIN FEEDER OVERCURRENT DEVICES. CONNECTED LOAD SUMMARY - CDMA ELECTRICAL LEGEND 1 SEE DRAWING NOTE OF SAME NUMBER g KILOWATTHOUR METERM 6 CONDUIT OR CABLE-UP,OOWN 2 AWG BARE, SOLID,TINNED COPPER CONDUCTOR UNDERGROUND 2 AWG BARE, SOLID, TINNED COPPER CONDUCTOR ROUTING AS SHOWN ON DWG'S BASED ON EXISTING SITES) CONDUIT TERMINATED OR TRANSITION AS INDICATED IN PLAN KVA STANDARD GROUND ROD -%"x10'-0" E — UNDERGROUND CONDUIT, POWER T — UNDERGROUND CONDUIT, TELCO rs []J FUSED SERVICE. DISCONNECT SWITCH, NON-FUSED s ExOTHERMIC WELD OR MECHANICAL GROUND BOND AMPERES INTERRUPTING INSPECTION SLEEVE GROUND ROD EXOTHERMICALLY WELDED TO BURIED GROUND RING CONNECTED LOAD SUMMARY - CDMA 120/24OV-SINGLE PHASE -3W,200 AMP LOAD DESCRIPTION KVA CDMA 14.0 KVA CDMA EXTENDER 9.6 KVA TOTAL 23.6 KVA DEMAND LOAD BASED ON EXISTING SITES) LOAD DESCRIPTION KVA CDMA 8.0 KW CDMA EXTENDER 7.6 KW TOTAL 15.6 KW 13.26KW Q 240V,SINGLE PHASE 0 0.85 PF - 55.2 AMPS (27%) 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 813) 8064000 FLEA WORLD OR03XCO56-A DATE: FEBRUARY 25, 2011 1 PRELIM CONSTRUCTION PLANS ISSUED 02/25/11 2 ISSUED FOR CONSTRUCTION 03/02/11 3 4 5 6 KCI TECHNOI.O(- FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES, INC. 10401 HIGHLAND MANOR DRIVE SUITE 120 TAMP9D FEMIDA 83610 63808 TTS UU. ,{)} jam ..{., Ox•:`21® V q E .. siotqNv FLEA® LD SITE NUMBER OR03XCO56-A SITE ADDRESS 4175 ORLANDO DRIVE SANFORD, FL 32773 SEMINOLE COUNTY) SHEET TITLE : ELECTRICAL SPECIFICATIONS SHEET NUMBER: E-1 KCI JOB # : 01100136AG ABBREVIATIONS & SYMBOLS AAFF AMPEREABOVE FINISHED FLOOR MGB MAIN GROUND BAR AFG ABOVE FINISHED GRADE M.H. MOUNTING HEIGHT AFB ABOVE FINISHED ROOFUND M.L.O. MAIN LUG ONLY AGB ANTENNA GROBARAGROUND NEC NATIONAL ELECTRICAL CODE A AIR HANDLING UNIT NEMA NATIONAL ELECTRICAL AICC AMPERES INTERRUPTING MANUFACTURERS ASSOCIATION CURRENT NETA NATIONAL ELECTRICAL TESTING AWG AMERICAN WIRE GAUGE ASSOCIATION BKR,CB CIRCUIT BREAKER NFSS NON-FUSED SAFETY SWITCH CAT CATALOG NIC NOT IN CONTRACT C, COND. CONDUIT N0. NUMBER CKT CIRCUIT OCP OVER CURRENT PROTECTION DWG DRAWING P. EMT ELECTRICAL METALLIC TUBING PVC POLYVINYL CHLORIDE FSS FUSED SAFETY SWITCH RGS RIGID GALVANIZED STEEL GFI GROUND FAULT INTERRUPTING SPST SINGLE POLE, SINGLE THROW GRD GROUND TYP. TYPICAL KVA KILOVOLT -AMPERES V VOLTS MCB MAIN CIRCUIT BREAKER WP WEATHERPROOF 0 PHASE 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 813) 8064000 FLEA WORLD OR03XCO56-A DATE: FEBRUARY 25, 2011 1 PRELIM CONSTRUCTION PLANS ISSUED 02/25/11 2 ISSUED FOR CONSTRUCTION 03/02/11 3 4 5 6 KCI TECHNOI.O(- FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES, INC. 10401 HIGHLAND MANOR DRIVE SUITE 120 TAMP9D FEMIDA 83610 63808 TTS UU. ,{)} jam ..{., Ox•:`21® V q E .. siotqNv FLEA® LD SITE NUMBER OR03XCO56-A SITE ADDRESS 4175 ORLANDO DRIVE SANFORD, FL 32773 SEMINOLE COUNTY) SHEET TITLE : ELECTRICAL SPECIFICATIONS SHEET NUMBER: E-1 KCI JOB # : 01100136AG POWER AND TELCO PLAN SCALE AS NOTED B 6 4 2 0 4 8 FOR 24'x76" DRAWINGS GRAPHIC SCALE: 1/4' . t'-0' FOR 11'x17' DRAWINGS GRAPHIC SCALE: 1/8' - 1'-0" NOTES PPC PANEL SCHEDULE 2. SERVICE NEUTRAL SHALL BE GROUNDED AT ONE LOCATION ONLY. 3. WHITE/NEUTRAL, GREEN/GROUND SHALL BE MAINTAINED THROUGHOUT 22,000 AIC) 4r THE SITE ELECTRICAL SYSTEM. OOA SPRINT EQUIPMENT 4. ALL TERMINATIONS SHALL BE LISTED AND IDENTIFIED FOR USE WITH POLEN0. EQUIPMENT SERVED PHASEVOLTS AAP I UIWIRING POLES C 2 BTS #1 10,240 70 3 3 2 1'/z" B. REFER TO ADDITIONAL COMA MOP'S AS NEEDED. TONOTHE OUT TLE YTTOM TRAY 1 8 INTO THE ELECTRIC METER AS REQUIRED. METER BASE SHALL BE 3 POWER COMPANY APPROVED UNIT PROVIDED BY CONTRACTOR AND INSTALLED UNDER THIS CONTRACT. THE POWER COMPANY SHALL PROVIDE METER AS REQUIRED AND TERMINATE THE POWER CONDUCTORS AT METER. SPACE 10. POWER PROTECTION CABINET (PPC) IS A PRE-PACKAGED UNIT. PPC INCLUDES GENERATOR RECEPTACLE, SERVICE ENTRANCE AND GENERATOR BREAKERS, LOAD CENTER PANEL, SURGE 4 ARRESTORS AND RECEPTACLES. ALL COMPONENTS ARE PRE -WIRED. 11. GROUND FAULT PROTECTION REQUIRED FOR SERVICE RECEPTACLES. 5 GENERATOR BREAKER 10,120 30 THE SITE ELECTRICAL SYSTEM. 14. EMERGENCY GENERATOR RECEPTACLE SHALL BE PREWIRED AND 6 TELCO FAN 10,120 10 1 12 12 1 1" BEING IN THE ON POSITION SIMULTANEOUSLY. SURGE ARRESTOR 10,240 60 ylX8 2 1/2' 8 H -FRAME PROVIDE NEW CIRCUIT FROM PPC TO THE EOUIPMENT CABINET. 9 CDMA CELL EXTENDER CABINET 10,240 50 3 8 10 1 10 11 GFCI 10,120 15 1 21!27 1 1" 12 SPACE B 6 4 2 0 4 8 FOR 24'x76" DRAWINGS GRAPHIC SCALE: 1/4' . t'-0' FOR 11'x17' DRAWINGS GRAPHIC SCALE: 1/8' - 1'-0" NOTES PROPOSED SPRINT CABINET TENGER CONTRACTOR TO VERIFY AVALABLE POSITIONS ON PPC PANELD. FROM SOURCE EXISTING) EXISTING FEEDER CONDUCTORS: 3#3/0 & 1#6 GRD IN 2" RGS CONDUIT THROUGH CABINET TO PANEL GENERATOR RECEPTACLE SHALL REMAIN. INTEGRAL TRANSFER SWITCH - EXISTING PANELBOARD 120/24OV,10,200A EQUIPMENT LOCATED WITHIN DASHED LINES IS NOT IN THIS CONTRACT AND- IS SHOWN FOR INFORMATION ONLY INSTALL A 50 AMP 2P 120/240V MOLDED CASE BREAKER IN PANEL BOARD. MATCH STYLE AND RATING MANUFACTURER. 3418 & 1#10 AWG 1 IN A 1" CONDUIT SPRINT CDMA CELL EXTENDER CABINET ONE LINE DIAGRAM NOT TO SCALE EXISTING SPRINT PPC CABINET- POWER SIDE ON WALL CASE BOND #2 AWG BARE, TINNED, SOLID COPPER TO GROUND RING AT PLATFORM r Sprint ®0 Together with NEXTEL" 4710 EISENHOWER BLVD BLDG. D-1 TAMPA, FLORIDA 33634 813) 806-4000 FLEA WORLD OR03XCO56-A DATE: FEBRUARY 25 2011 1 PRELIM CONSTRUCTION PLANS ISSUED 02/25/11 2 ISSUED FOR CONSTRUCTION 03/02/11 3 4 5 6 Kcl TECHNIOLOOIBS FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES, INC. 10401 HIGHLAND MANOR DRIVE FLEA WORLD SITE NUMBER OR03XCO56-A SITE ADDRESS 4175 ORLANDO DRIVE SANFORD, FL 32773 SEMINOLE COUNTY) SHEET TITLE : POWER AND TELCO PLAN SHEET NUMBER E-2 KCI JOB # : 011 0136A 1. GROUND FAULT PROTECTION REQUIRED FOR SERVICE RECEPTACLES. 2. SERVICE NEUTRAL SHALL BE GROUNDED AT ONE LOCATION ONLY. 3. WHITE/NEUTRAL, GREEN/GROUND SHALL BE MAINTAINED THROUGHOUT THE SITE ELECTRICAL SYSTEM. EXISTING 9`10"x 16'-4" SPRINT EQUIPMENT 4. ALL TERMINATIONS SHALL BE LISTED AND IDENTIFIED FOR USE WITH PAD W/CABINETS C RATED CONDUCTORS. 5. TERMINATE NEW FEEDER IN EXISTING PANEL. RUN CONDUIT & FEEDER AS SHOWN 6. FOLLOW COMA METHOD OF PROCEDURE (MOP) FOR INSTALLATION OF NEW RACK. 7. FOLLOW CDMA METHOD OF PROCEDURE (MOP)FOR INSTALLATION OF NEW RECTIFIER. B. REFER TO ADDITIONAL COMA MOP'S AS NEEDED. TONOTHE OUT TLE YTTOM TRAY 9. CONTRACTOR SHALL ROUTE INCOMING SERVICE CONDUCTORS INTO THE ELECTRIC METER AS REQUIRED. METER BASE SHALL BE POWER COMPANY APPROVED UNIT PROVIDED BY CONTRACTOR AND INSTALLED UNDER THIS CONTRACT. THE POWER COMPANY SHALL PROVIDE METER AS REQUIRED AND TERMINATE THE POWER CONDUCTORS AT METER. 10. POWER PROTECTION CABINET (PPC) IS A PRE-PACKAGED UNIT. PPC INCLUDES GENERATOR RECEPTACLE, SERVICE ENTRANCE AND GENERATOR BREAKERS, LOAD CENTER PANEL, SURGE ARRESTORS AND RECEPTACLES. ALL COMPONENTS ARE PRE -WIRED. 11. GROUND FAULT PROTECTION REQUIRED FOR SERVICE RECEPTACLES. 12. SERVICE NEUTRAL SHALL BE GROUNDED AT ONE LOCATION ONLY. 13. WHITE/NEUTRAL, GREEN/GROUND SHALL BE MAINTAINED THROUGHOUT THE SITE ELECTRICAL SYSTEM. 14. EMERGENCY GENERATOR RECEPTACLE SHALL BE PREWIRED AND MOUNTED ON EXTERIOR OF THE POWER PROTECTION CABINET. 15. PPC IS EQUIPPED WITH SQUARE "D" WALKING BEAM MECHANICAL INTERLOCK. INTERLOCK PROHIBITS BOTH POWER SOURCES FROM BEING IN THE ON POSITION SIMULTANEOUSLY. 16. ALL TERMINATIONS SHALL BE LISTED AND IDENTIFIED FOR USE WITH C RATED CONDUCTORS. EXISTING METER, ATS PPC CABINET ON H -FRAME PROVIDE NEW CIRCUIT FROM PPC TO THE EOUIPMENT CABINET. PROPOSED SPRINT CABINET TENGER CONTRACTOR TO VERIFY AVALABLE POSITIONS ON PPC PANELD. FROM SOURCE EXISTING) EXISTING FEEDER CONDUCTORS: 3#3/0 & 1#6 GRD IN 2" RGS CONDUIT THROUGH CABINET TO PANEL GENERATOR RECEPTACLE SHALL REMAIN. INTEGRAL TRANSFER SWITCH - EXISTING PANELBOARD 120/24OV,10,200A EQUIPMENT LOCATED WITHIN DASHED LINES IS NOT IN THIS CONTRACT AND- IS SHOWN FOR INFORMATION ONLY INSTALL A 50 AMP 2P 120/240V MOLDED CASE BREAKER IN PANEL BOARD. MATCH STYLE AND RATING MANUFACTURER. 3418 & 1#10 AWG 1 IN A 1" CONDUIT SPRINT CDMA CELL EXTENDER CABINET ONE LINE DIAGRAM NOT TO SCALE EXISTING SPRINT PPC CABINET- POWER SIDE ON WALL CASE BOND #2 AWG BARE, TINNED, SOLID COPPER TO GROUND RING AT PLATFORM r Sprint ®0 Together with NEXTEL" 4710 EISENHOWER BLVD BLDG. D-1 TAMPA, FLORIDA 33634 813) 806-4000 FLEA WORLD OR03XCO56-A DATE: FEBRUARY 25 2011 1 PRELIM CONSTRUCTION PLANS ISSUED 02/25/11 2 ISSUED FOR CONSTRUCTION 03/02/11 3 4 5 6 Kcl TECHNIOLOOIBS FLORIDA LICENSE NO.: EB0004898 KCI TECHNOLOGIES, INC. 10401 HIGHLAND MANOR DRIVE FLEA WORLD SITE NUMBER OR03XCO56-A SITE ADDRESS 4175 ORLANDO DRIVE SANFORD, FL 32773 SEMINOLE COUNTY) SHEET TITLE : POWER AND TELCO PLAN SHEET NUMBER E-2 KCI JOB # : 011 0136A EXISTINGGROUND RING BRIDGE+- - may y- # 2 AWG BTSC FROM POST TO EXISTING RING SEE DETAIL SHEET E-4 TYP FOR EACH POST) DETAIL- EXOTHERMIC WELD PARALLEL CABLES NOT TO SCALE GROUNDING PLAN SCALE AS NOTED EXOTHERMIC WELD CONNECTION (TYP) SHELTER PAD OR TOWER GROUND RING 2 AWG, TINNED, COPPER, SOLID WIRE. MIN. MAX.----iii--FFF^^^ .. NLN. 4 MAX. EXOTHERMIC WELD SEE DETaI BELOW PARALLEL EXOTHERMIC WELD NOT TO SCALE IF GROUND ROD NOT USED) EXISTING 9'-10" x 16'-4" SPRINTEQUIPMENT PAD W/CABINETS XISTING METER, ATS 4 PPC CABINET ON i -FRAME 2 AWG BTSC TO EXISTING GROUND RING INSTALL IN 4" PVC AND ATTACH TO SLAB WITH 2 HOLE STRAPS CABLE TO CABLE EXOTHERMIC WELD SEE SHEET E-4 (TYP) BELOW GRADE CABLE TO CABLE CONNECTIONPARALLELEXOTHERMIC WELD) x 10'-0" GROUND ROD 8 6 4 2 0 4 8 FOR 24'x36' ORAUINCS GRAPHIC SCALE: t/4' 1'-0' FOR, Tt'x17' DRAWINGS GRAPHICISCALEs 1/8' - t'-0' GROUNDING NOTES: 1. ALL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELD PROCESS (CAD WELD OR EQUAL) EXCEPT FOR EQUIPMENT CONNECTIONS WHICH ARE MECHANICALLY FASTENED. ALL LUGS SHALL BE TWO HOLE, LONG BARREL TYPE, FOR COPPER, UNLESS OTHERWISE NOTED. 2. ALL GROUND RODS SHALL BE A MINIMUM OF 8 FEET LONG, COPPER CLAD STEEL 302 OR 304), %" DIAMETER, DRIVEN VERTICALLY DOWN WITH TOPS 36" MIN. BELOW GRADE. USE SHIELDS TO PREVENT "MUSHROOMING" ROD TOPS. 3. ALL GROUND CONDUCTORS SHALL BE BARE, TINNED, SOLID COPPER WIRE, SIZED #2 AWG., RUN 36" MINIMUM BELOW GRADE. 4. GROUND RODS FOR GROUND RING SHALL BE LOCATED 8' APART. 5. ANY METAL OBJECT WITHIN 6 FEET OF THE TOWER OR EQUIPMENT GROUND RING SHALL BE BONDED DIRECTLY TO THE RING. 6. THE MINIMUM BENDING RADIUS FOR ALL GROUND CONDUCTORS NO. 6 AWG OR SMALLER SHALL BE B". CONDUCTOR LARGER THAN NO.6 SHALL HAVE A 12" BENDING RADIUS. 7.ALL: ABOVE GRADE GROUND CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD EARTH AND HORIZONTAL ONLY WHERE NECESSARY WITH NO LOOP BACKS. 8. ALL CONDUCTORS SHALL BE ROUTED SUCH THAT THERE ARE NO ANGLES OF LESS THAN 90 DEGREES. 9. COMPLETED GROUND SYSTEMS SHALL BE TESTED AND SHALL HAVE A RESISTANCE OF 5 OHMS OR LESS. IF RESISTANCE VALUE IS EXCEEDED, NOTIFY OWNER FOR FURTHER INSTRUCTIONS. SUBMIT A COPY OF THE TEST REPORT TO THE OWNER. 10.ALL GROUNDING SHALL COMPLY WITH NFPA 70 (NEC) AND NFPA 780, "LIGHTNING PROTECTION CODE". 11:ALL GROUNDING COMPONENTS SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 12.ANY METAL CONDUIT MOUNTED ON THE TOWER SHALL BE BONDED TO THE TOWER AT EACH END. 13.ALL GROUNDING SHALL COMPLY WITH NORTEL STANDARD CS4122,"GROUNDING OF COMMUNICATIONS SYSTEMS" & SPRINT PCS METROCELL GROUNDING GUIDELINES. 14ALL GROUND BMS SHALL BE TINNED COPPER 4" X 24" X '/4" WITH PREDRILLED HOLES TO MATCH TWO HOLE LUGS. GROUND BMS SHALL NOT BE FIELD FABRICATED OR DRILLED. HARDWARE SHALL BE %-. STAINLESS STEEL, NO ZINC COATED MATERIAL ALLOWED. MOUNT ALL GROUND BARS PARALLEL TO THE EARTH. 15.STACKING OF LUGS IS NOT ACCEPTABLE, IF BACK TO BACK IS NECESSARY DUE TO NO AVAILABLE HOLES. ALL CONNECTIONS SHALL BE INSTALLED IN THE FOLLOWING ORDER: BOLT -FLAT -LUG -BUS -LUG -FLAT -LOCK -NUT. GROUNDING CABLE A TWO HOLE COPPER TERMINAL GROUND BAR PLATE (MGB, AGB) 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 813) 806-4000 FLEA WORLD OR03XC056-A DATE: FEBRUARY 25, 2011 1 PRELIM CONSTRUCTION PLANS ISSUED 0/5/11 2 ISSUED FOR CONSTRUCTION 03/02/11 3 4 5 6 LORIDA LICENSE NO.: EB0004898 KC jEC7 i @CQ S, INC. 14 E4 Fdt1 J DRIVE A 4CS }T FE INELL LIC @SIO. E o v e 41 STAINLESS STEEL O ® O HARDWARE 00 QO I FLEA WORLD 3 ELEVATION ISITE NUMBER GROUNCCABLE EXH1 B( HEX B(. FINISHED GRADE FLAT 1 30" (TYPIC BELOW GRADE CABLE TO CABLE CONNECTION NOT TO SCALE TWO HOLE COPPER TERMINAL (SHOWN AS BACK TO BACK CONNECTION) GROUND BAR PLATE NUT (TYPICAL) BELLEVILLE WASHER TYPICAL) FLAT WASHER TYPICAL) SECTION 'A -A' NOTES DOUBLING UPOR 'STACKING' OF CONNECTIONS IS NOT PERMITTED. OXIDE - INHIBITING JOINT COMPOUND TO BE USED ON ALL CONNECTIONS. BACK TO BACK CONNECTIONS SHALL BE USED ONLY WHEN NUMBER OF CONNECTIONS TO FRONT OF BAR EXCEEDS NUMBER OF AVAILABLE SPACES. FOR LUG TO STEEL -INSERT LOCK WASHER BETWEEN LUG & STEEL. TYPICAL GROUND BAR PLATE CONNECTIONS NOT TO SCALE OR03XCO56-A SITE ADDRESS 4175 ORLANDO DRIVE SANFORD, FL 32773 SEMINOLE COUNTY) SHEET TITLE : GROUNDING PLAN SHEET NUMBER E-3 KCI JOB * : 01100136AG HOLES FORDIM(ETER BOLTS. tL HARDWARE TO BE GROUND BAR 1" (TYPICAL) STAINLESS STEEL. A O O 000 0 0 O O O G O 0 O G G O 24• A tV6 yyO UNTING HOLES FOR '/ DIAMETER BOLTS ELEVATION Rl - SECTION'A-A' MAIN GROUND BAR NOT TO SCALE NOTE CONTRACTOR SHALL FIELD DRILL HOLES AS REQUIRED TO MATCH LUG DIMENSIONS AND NUMBER OF CONNECTIONS. FIELD COORDINATE WITH THE CONSTRUCTION COORDINATOR. DETAIL—EXOTHERMIC WELD PARALLEL CABLE'- NOT TO SCALE GROUND BAR GROUNDING CABLE A PLATE (MGB, AGB) STAINLESS STEEL ^1HARDWARE GROUNDINGCABLE NO OX APPLIED TWO HOLE COPPER BEFORE CRIMP TERMINAL (SHOWN NO OX NO O% AS BACK TO BACK HEX BOLT CONNECTION) GROUNO BAR PLATE NUT (TYPICAL) FLAT WASHER TYPICAL) LOCK WASHER TYPICAL) FLAT WASHER TYPICAL) GROUND BAR CONNECTION No K NOTEDOUBLING UP'OR 'STACKING'OF CONNECTIONS IS NOT PERMITTED. OXIDE - INHIBITING JOINT COMPOUND TO BE USED ON ALL CONNECTIONS, BACK TO BACK CONNECTIONS SHALL BE USED ONLY WHEN NUMBER OF CONNECTIONS TO FRONT OF BAR EXCEEDS NUMBER OF AVAILABLE SPACES. AFTER COOLING. 2 AWG BARE, SOLID COPPER WIRE TO BTS RING. WAVEGUIDE BONDING DETAIL NOT TO SCALE 4710 EISENHOWER BLVD. BLDG. D-1 TAMPA, FLORIDA 33634 813) 806-4000 FLEA WORLD 2 - BARREL C TPP INSULATED COPPER OR03XCO56-A CONDUCTOR DATE: FEBRUARY 25, 2011 REVISIONS NO. DATE MAXIMUM 'SHINER' I/” M-- 1 PRELIM CONSTRUCTION PLANS ISSUED 0/5/11 2 ISSUED FOR CONSTRUCTION DETAIL -C TAP CRIMP CONNECTOR ,/02/11 NOT TO SCALE 3 4 5 6 SCI TECHNOLOGIES FLORIDA LICENSE NO.: EB0004898 KCI TE NQGdFx& jNC. 10401 KCI, 1" (TYPICAL) GROUND BAR I•L r IV e` 10 o 0 o a o ' O • •••..! 2" 0 O O 0 O •, ••.. 0.......... •• ,. It/16" MUNTING HOLES , S® ss s e®, FOR DIAMETER BOLTS A SI E NAM dao - ess 12" k/j§" HOLES FORDIAMETERBOLTS ELEVATION STANLPEBS°SWASTTEE o BE FLEA WORLD A- NOTE` SITE NUMBERCONTRACTORSHALLFIELDDRILLHOLES 2'• AS REQUIRED MATCH LUG DIMENSIONS AND NUMBER OFF CONNECTIONS. FIELD COORDINATE WITH THE CONSTRUCTION MANAGER SECTION 'A -A' OR03XCO56-A ANTENNA GROUND BAR SITE ADDRESS NOT TO SCALE 4175 ORLANDO DRIVE SANFORD, FL 32773 SEMINOLE COUNTY) SHEET TITLE : ELECTRICAL DETAILS SHEET NUMBER: E-4 KCI JOB # : 01100136AG Date: July 16, 2010 Kevin DePatie Crown Castle 6306 Benjamin Road, Suite 604 Tampa, FL 33634 Subject: Structural Analysis Report Carrier Designation: Sprint PCS Co -Locate Carrier Site Number: Carrier Site Name: Crown Castle 2000 Corporate Drive Canonsburg, PA 15317 724) 416-2000 OR03XCO56 Flea World Crown Castle Designation: Crown Castle BU Number: 879197 Crown Castle Site Name: FLEA WORLD Crown Castle JDE Job Number: 139344 Crown Castle Work Order Number: 346375 Engineering Firm Designation: Crown Castle Project Number: 346375 Site Data: 4175 ORLANDO DRIVE (17-92), SANFORD, Seminole County, FL Latitude 280 44'52.8", Longitude -81* 17'27.6" 124.5 Foot - Monopole Tower Dear Kevin DePatie, Crown Castle is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural Statement of Work' and the terms of Crown Castle Purchase Order Number 346375, in accordance with application 105142, revision 0. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LCI: Existing + Reserved + Proposed Equipment Sufficient Capacity Note: See Table I and Table II for the proposed and existing/reserved loading, respectively. The analysis has been performed in accordance with the TIA-222-G standard and local code requirements based upon a wind speed of 120 mph 3 -second gust. All equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Crown Castle appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Structural analysis prepared by: Brad Truman /FAA Respectfully submitted by: Kenton C. Weber, P.E. Engineering Supervisor RISA Tower Report - version 5.4.1 pa%%J1119B111111 , 14 C 5- No 63692 3• ; Cta D STATE OF . QJ 010 R DONA •+ Kenton C. Weber,F.E. License: #63692 Professional Eng Crown Castle USA, Inc. Certificate of Authorization: # 28970 124.5 Ft Monopole Tower Structural Analysis Project Number 346375, Application 105142, Revision 0 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information Table 3 - Design Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 4 - Documents Provided 3:1) Analysis Method 3112) Assumptions 4) ANALYSIS RESULTS Table 6 - Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A RISATower Output 6) APPENDIX B Bi se Level Drawing 7) APPENDIX C Additional Calculations RISATower Report - version 5.4.1.8 July 16, 2010 CCI BU No 879197 Page 2 July 16, 2010 124.5 Ft Monopole Tower Structural Analysis CCI BU No 879197 Project Number 346375, Application 105142, Revision 0 Page 3 1) INTRODUCTION This tower is a 124.5 ft Monopole tower designed by FWT in February of 1998, The tower was originally designed for a wind speed of 105 mph per TIA/EIA-222-F. 2) ANALYSIS CRITERIA' The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3 -second gust wind speed of 120 mph with no, ice and 60 mph under service loads. Table 1 - Proposed Antenna and Cable Information 128 1 127 Notes: 1) Proposed Table 2 - Existinq 6I jaybeam wireless I PCSA065-19-2 w/ Mount Pioe Reserved Antenna and Cable Information Notes: 1) Existing equipment 2) MLA equipment controlling, considered in analysis 3) Equipment to be removed and replaced by proposed equipment Table 3 - Design Antenna and Cable Information RISATower Report - version 5.4.1.8 9 MLA MLA ANTENNA w/ Mount 9 1 5/8 2 Pipe 130 6 ems wireless FV65-14-OONA2 w/ Mount 3 128 Pipe 128 1 tower mounts Platform Mount [LP 601-1] 6 1 5/8 1 2 rfs celwave APL199016-42T2 w/ Mount Pipe AP20-1900/063D w/ 110 110 6 1 1/4 1 4 scala Mount Pipe 1 tower mounts I T -Arm Mount [TA 601-3] Notes: 1) Existing equipment 2) MLA equipment controlling, considered in analysis 3) Equipment to be removed and replaced by proposed equipment Table 3 - Design Antenna and Cable Information RISATower Report - version 5.4.1.8 124.5 Ft Monopole Tower Structural Analysis Project Number 346375, Application 105142, Revision 0 3) ANALYSIS PROCEDURE Table 4 - Documents Provided July 16, 2010 CCI BU No 879197 Page 4 r. s . 40`0 v W-11i 4 -GEOTECHNICAL REPORTS Meyers &Associates, Inc. 1567902 CCISITES 4 -TOWER FOUNDATION FWT, Inc. 1483668 CCISITES DRAWINGS/DESIGN/SPECS 4 -TOWER MANUFACTURER Paul J. Ford / FWT, Inc. 2115708 CCISITES DRAWINGS 53.2 Pass 97.583 3.1) Analysis Method RISATower (version 5.4.1.8), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Crown Castle should be notified to determine the effect on the structural integrity of the tower. 4) ANALYSIS RESULTS Table 5 - Section Capacity (Summary) RISATower Report - version 5.4.1.8 L1 124.5- Pole TP26.831x20.75x0.1875 1 -3.54 1034.67 53.2 Pass 97.583 L2 97.583- Pole TP37.638x25.6653x0.25 2 -9.62 1897.07 78.3 Pass 48.083 L3 48.083-0 Pole TP4806.02724.3125 3 -20.82 3051.19 79.1 Pass Summary Pole (1-3) 79.1 Pass RATING = 79.1 Pass RISATower Report - version 5.4.1.8 July 16, 2010 124.5 Ft Monopole Tower Structural Analysis CCI BU No 879197 Project Number 346375, Application 105142, Revision 0 Page 5 Table 6 - Tower Component Stresses vs. Capacitv - LC1 Notes: 1) See additional documentation in "Appendix C — Additional Calculations" for calculations supporting the % capacity consumed. 4.1) Recommendations The tower and its foundation have sufficient capacity to carry the existing, reserved, and proposed loads. No modifications are required at this time. RISATower Report - version 5.4.1.8 124.5 Ft Monopole Tower Structural Analysis Project Number 346375, Application 105142, Revision 0 APPENDIX A RISA TOWER OUTPUT RiSATower Report - version 5.4.1.8 July 16, 2010 CCI BU No 879197 Page 6 124_5 It 97.6 ft 48.1 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE m m m w o 128 2) AP20-1900/063D w/ Mount Pipe 1110 3) MLA_ANTENNA W Mount Pipe 126 2) APL19901642T2 "'Mount Pipe 110 G W N io tpN b Q 0 N r m 2 m N J Z F N F m 124_5 It 97.6 ft 48.1 ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE I ELEVATION TYPE ELEVATION Platform Mount [LP 601-11 1128 2) AP20-1900/063D Nd Mount Pipe 110 3) MLA_ANTENNA wd Mount Pipe 128 2) AP20-1900/063D w/ Mount Pipe 1110 3) MLA_ANTENNA W Mount Pipe 126 2) APL19901642T2 "'Mount Pipe 110 3) MLA ANTENNA vvd Mount Pipe 126 T -Arm Mount rrA 601-31 110 Lighting Rod 5/8" x IT 125 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-85 165 ksi 180 ksi TOWER DESIGN NOTES 1. Tower is located in Seminole County, Florida. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 120 mph basic wind in accordance with the TIA-222-G Standard. 4. Deflections are based upon a 60 mph wind. 5. Tower Structure Class II. 6. Topographic Category 1 with Crest Height of 0.00 ft 7. TOWER RATING: 79.1% ALL REACTIONS ARE FACTORED AXIAL 21K iEMOMENT K_" rjrj 2349 kip -ft TORQUE 2 kip -ft REACTIONS - 120 mph WIND Crown Castle C N 2000 Corporate DriveECanonsburgPA Shaping the wireless world Phone: (724) 416-2000 FAX: ob BU# 879197 Protect client: Crown Castle USA, Inc Drawn Y: Fires Abdelaha Appd. Cade: TIA-222-G Date 07/16/10 Seale: NTS Path. aunMoma.amerN enrs .e srs..M Dwg No. E-1 S vo-wer Job Page BU# 879197 1 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client Designed by Phone: (724) 416-2000 Crown Castle USA, Inc. FAX Firas Abdelahad There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Seminole County, Florida. Basic wind speed of 120 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Deflections calculated using a wind speed of 60 mph. A non-linear (P -delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification J Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KL/r Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area of Appurt. Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feedline Bundles As Cylinder Use ASCE 10 X -Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members m FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feedline Torque Include Angle Block Shear Check Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in L1 124.50-97.58 26.92 3.50 18 20.7500 26.8310 0.1875 0.7500 A572-65 65 ksi) L2 97.5848.08 53.00 4.92 18 25.6653 37.6380 0.2500 1.0000 A572-65 65 ksi) L3 48.08-0.00 53.00 18 36.0272 48.0000 0.3125 1.2500 A572-65 65 ksi) MSA„ ®wer Job BU# 879197 Page2 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client Designed by Phone: (724) 416=2000 Crown Castle USA, Inc. FAX Firas Abdelahad Section Tip Dia. Area 1 r C UC J It/Q w w/t per face) in int in' in in in' in4 int in ftp Li 21.0701 12.2373 653.6923 7.2997 10.5410 62.0143 1308.2448 6.1198 3.3220 17.717 27.2449 15.8562 1422.0651 9.4584 13.6301 104.3323 2846.0013 7.9296 4.3923 23.425 L2 26.8641 20.1670 1645.7720 9.0224 13.0380 126.2292 3293.7095 10.0854 4.0771 16.308 0.00 38.2186 29.6674 5239.3943 13.2727 19.1201 274.0254 10485.6827 14.8365 6.1843 24.737 L3 37.7109 35.4246 5708.6997 12.6787 18.3018 311.9194 11424.9111 17.7156 5.7908 18.531 0.000 48.7405 47.3000 13589.6434 16.9291 24.3840 557.3181 27197.1684 23.6545 7.8980 25.274 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt per face) Ar Spacing Spacing r Diagonals Horizontals ft ftp in K in in L1 A 1 1 1 124.50-97.58 0.00 B L2 97.58-48.08 0.000 1 1 1 L3 48.08-0.00 1 1 1 Description Face Allow Component Placement Total CAAA Weight or Shield Type Nwnber LDF7-50A(I-5/8") C No Inside Pole 124.50 - 0.00 9 No Ice 0.00 0.82 FLC 114-50J(1-1/4") C No Inside Pole 110.00 - 0.00 6 No Ice 0.00 0.70 Safety Line 3/8 C No CaAa (Out Of 124.50 - 0.00 1 No Ice 0.04 0.22 Face) Tower Tower Face An AF CAAA CAAA Weight Section Elevation In Face Out Face r f, f? V ft= K L1 124.50-97.58 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 1.009 0.26 L2 97.58-48.08 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 1.856 0.58 L3 48.08-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 1.803 0.57 i]fA Tower Job Page BU# 879197 3 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client Designed by Phone: (724) 416-2000 Crown Castle USA, Inc. FAX. Firas Abdelahad Section Elevation CPX CPZ CPX CPZ No Ice 28.47 28.47 1.12 Ice Ice From Leg ft in in in in L1 124.50-97.58 0.0471 0.0272 0.0471 0.0272 L2 97.58-48.08 0.0473 0.0273 0.0473 0.0273 L3 48.08-0.00 0.0475 0.0274 0.0475 0.0274 Tower Feed Line I Description I Feed Line I K Section I Record No. Segment Elev I No Ice I Ice Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft ofr fig ftp K ft Platform Mount [LP 601-I] A None 0.0000 128.00 No Ice 28.47 28.47 1.12 3) MLA ANTENNA w/ A From Leg 4.00 0.0000 128.00 No Ice 8.64 6.95 0.07 Mount Pipe 0.00 2.00 3) MIA _ANTENNA w/ B From Leg 4.00 0.0000 128.00 No Ice 8.64 6.95 0.07 Mount Pipe 0.00 2.00 3) MLA ANTENNA w/ C From Leg 4.00 0.0000 128.00 No Ice 8.64 6.95 0.07 Mount Pipe 0.00 s* 2.00 T -Arm Mount [TA 601-31 A None 0.0000 110.00 No Ice 10.90 10.90 0.73 2) AP20-1900/063D w/ A From Leg 4.00 0.0000 110.00 No Ice 5.39 3.25 0.04 Mount Pipe 0.00 0.00 2) AP20-1900/063D w/ B From Leg 4.00 0.0000 110.00 No Ice 5.39 3.25 0.04 Mount Pipe 0.00 0.00 2) APL I 99016-42T2 w/ C From Leg 4.00 0.0000 110.00 No Ice 4.35 5.20 0.03 Mount Pipe 0.00 s 0.00 Lighting Rod 5/8" x 8' C None 0.0000 125.00 No Ice 0.50 0.50 0.03 SA Towe ' Job BU# 879197 Page4 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client Designed by Phone: (724) 416-2000 Crown Castle USA, Inc. Firas Abdelahad FAX. Section Elevation t z i KZ qs Ac F a c e AF ARA,,, A,,, t Leg CAAA In Face tz CAAA Out Face L1 110.47 1.292 45 54.187 A 0.000 54.187 54.187 100.00 0.000 0.000 124.50-97.58 C 124.50-97.58 B 0.000 54.187 100.00 0.000 0.000 C 0.000 54.187 0.65 100.00 0.000 1.009 L2 97.5848.08 71.84 1.18 41 134.233 A 0.000 134.233 134.233 100.00 0.000 0.000 1 134.233 4.04 81.56 C B 0.000 134.233 B 100.00 0.000 0.000 1 1 134.233 C 0.000 134.233 100.00 0.000 1.856 L3 48.08-0.00 24.11 0.938 33 173.202 A 0.000 173.202 173.202 100.00 0.000 0.000 0.65 33 1 1 173.202 B 0.000 173.202 100.00 0.000 0.000 1 0.65 1 1 C 0.000 173.202 100.00 0.000 1.803 G„ =1.1oo Section Elevation z t KZ qt Ac F a c a AF iz AR t A,,, t Leg CAAA In Face tZ CAAA Out Face L1 110.47 1.292 10 54.187 A 0.000 54.187 54.187 100.00 0.000 0.000 124.50-97.58 C 124.50-97.58 B 0.000 54.187 100.00 0.000 0.000 C 0.000 54.187 0.65 100.00 0.000 1.009 L2 97.58-48.08 71.84 1.18 9 134233 A 0.000 134.233 134.233 100.00 0.000 0.000 1 134.233 4.04 81.56 C B 0.000 134.233 B 100.00 0.000 0.000 1 1 134.233 C 0.000 134.233 100.00 0.000 1.856 L3 48.08-0.00 24.11 0.938 7 173.202 A 0.000 173.202 173.202 100.00 0.000 0.000 0.65 33 1 1 173.202 B 0.000 173.202 100.00 0.000 0.000 1 0.65 1 1 C 0.000 173.202 100.00 0.000 1.803 Section Elevation t Add Weight K Self Weight K F a c e e CF q= Psf DF DR AE F K w Plf Ctrl. Face L1 0.26 1.29 A 1 0.65 45 1 1 54.187 1.80 67.02 C 124.50-97.58 B 1 0.65 1 1 54.187 C 1 0.65 1 1 54.187 L2 0.58 4.49 A 1 0.65 41 1 1 134.233 4.04 81.56 C 97.58-48.08 B 1 0.65 1 1 134.233 C 1 0.65 1 1 134.233 L3 48.08-0.00 0.57 7.46 A 1 0.65 33 1 1 173.202 4.09 85.16 C B 1 0.65 1 1 173.202 C 1 0.65 1 1 173.202 Sum Weight: 1.41 13.24 OTM 588.01 9.94 kip -ft SA Tower Job BU# 879197 Page5 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client Designed by Phone: (724) 416-2000 Crown Castle USA, Inc. FAX Firas Abdelahad Section Elevation ft Add Weight K Self Weight K F a c e e CF q psf DF DR AE F K w py Ctrl. Face Ll 0.26 1.29 A 1 0.65 45 1 1 54.187 1.80 67.02 C 124.50-97.58 B 1 0.65 1 1 54.187 C 1 0.65 1 1 54.187 L2 0.58 4.49 A 1 0.65 41 1 1 134.233 4.04 81.56 C 97.58-48.08 B 1 0.65 1 1 134.233 C 1 0.65 1 1 134.233 L3 48.08-0.00 0.57 7.46 A 1 0.65 33 1 1 173.202 4.09 85.16 C B 1 0.65 1 1 173.202 C 1 0.65 1 1 173.202 Sum Weight: 1.41 13.24 OTM 588.01 9.94 kip -ft Section Elevation t Add Weight K Self Weight K F a c e e CF q. Psf DF DR AE fil F K w Plf Ctrl. Face L 1 0.26 1.29 A 1 0.65 45 1 1 54.187 1.80 67.02 C 124.50-97.58 B 1 0.65 1 1 54.187 C 1 0.65 1 1 54.187 L2 0.58 4.49 A 1 0.65 41 1 1 134.233 4.04 81.56 C 97.58-48.08 B 1 0.65 1 1 134.233 C 1 0.65 1 1 134.233 L3 48.08-0.00 0.57 7.46 A 1 0.65 33 1 1 173.202 4.09 85.16 C B 1 0.65 1 1 173.202 C 1 0.65 1 1 173.202 Sum Weight: 1.41 13.24 OTM 588.01 9.94 kip -ft Section Elevation ft Add Weight K Self Weight K F a c e e CF q. Psf DF DR AE ft, F K w Plf Ctrl. Face L 1 0.26 1.29 A 1 0.65 10 1 1 54.187 0.40 14.99 C 124.50-97.58 B 1 0.65 1 1 54.187 C 1 0.65 1 1 54.187 L2 0.58 4.49 A 1 0.65 9 1 1 134.233 0.90 18.24 C 97.58-48.08 B 1 0.65 1 1 134.233 C 1 0.65 1 1 134.233 L3 48.08-0.00 0.57 7.46 A 1 0.65 7 1 1 173.202 0.92 19.05 C B 1 0.65 1 1 173.202 C 1 0.65 1 1 173.202 Sum Weight: 1.41 13.24 OTM 131.53 2.22 kip -ft, RISATower Job BU# 879197 Page6 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PAClient Designed by Phone: (724) 416-2000 Crown Castle USA, Inc. Firas Abdelahad FAX.- L I Section Elevation ft Add Weight K Self Weight K F a c e e CF q: Psf DF DR AE F K w Plf Ctrl. Face Ll 0.26 1.29 A 1 0.65 10 1 1 54.187 0.40 14.99 C 124.50-97.58 B 1 0.65 1 1 54.187 C 1 0.65 1 1 54.187 L2 0.58 4.49 A 1 0.65 9 1 1 134.233 0.90 18.24 C 97.58-48.08 B 1 0.65 1 1 134.233 C 1 0.65 1 1 134.233 L3 48.08-0.00 0.57 7.46 A 1 0.65 7 1 1 173.202 0.92 19.05 C B 1 0.65 1 1 173.202 C 1 0.65 1 1 173.202 Sum Weight: 1.41 13.24 OTM 131.53 2.22 kip -ft Section Elevation t Add Weight K Self Weight K F a c e e CF q= Psf DF DR AE fil F K w Plf Ctrl. Face L1 0.26 1.29 A 1 0.65 10 1 1 54.187 0.40 14.99 C 124.50-97.58 B 1 0.65 1 1 54.187 C 1 0.65 1 1 54.187 L2 0.58 4.49 A 1 0.65 9 1 1 134.233 0.90 18.24 C 97.58-48.08 B 1 0.65 1 1 134.233 C 1 0.65 1 1 134.233 L3 48.08-0.00 0.57 7.46 A 1 0.65 7 1 1 173.202 0.92 19.05 C B 1 0.65 1 1 173.202 C 1 0.65 1 1 173.202 Sum Weight: 1.41 13.24 OTM 131.53 2.22 kip -ft, Overturning Moments, M 11 -P RISA Tower Job BU# 879197 Page7 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client Designed by Phone: (724) 416-2000 Crown Castle USA, Inc. Firas Abdelahad FAX. Load vertical Case Forces K Sum of Forces X K Sum of Forces Z K Sum of Overturning Moments, M kip -ft Sum of Overturning Moments, M kip -ft Sum of Torques i - kip -ft Wind 60 deg - No Ice 14.31Wind 8.26 706.06 1222.93 0.00 Wind 90 deg - No Ice 16.59 0.10 11.28 1418.64 0.53 Wind 120 deg - No Ice 14.42 8.44 725.59 1234.24 0.91 Wind 150 deg - No Ice 8.38 14.52 1245.47 719.14 1.05 Wind 180 deg - No Ice 0.10 16.71 1431.62 11.37 0.91 Wind 210 deg - No Ice -8.20 14.42 1234.16 699.44 0.53 Wind 240 deg - No Ice -14.31 8.26 706.00 1222.82 0.00 Wind 270 deg - No Ice -16.59 0.10 11.35 1418.53 0.53 Wind 300 deg - No Ice -14.42 8.44 725.66 1234.14 0.91 Wind 330 deg - No Ice -8.38 14.52 1245.53 719.04 1.05 Total Weight 17.38 0.03 0.05 Wind 0 deg - Service -0.02 3.74 320.29 2.44 0.15 Wind 30 deg - Service 1.84 3.22 276.12 156.55 0.09 Wind 60 deg - Service 3.20 1.85 157.98 273.62 0.00 Wind 90 deg - Service 3.71 0.02 2.48 317.40 0.09 Wind 120 deg - Service 3.22 1.89 162.26 276.16 0.15 Wind 150 deg - Service 1.88 3.25 278.55 160.94 0.17 Wind 180 deg - Service 0.02 3.74 320.19 2.62 0.15 Wind 210 deg - Service -1.84 3.22 276.02 156.38 0.09 Wind 240 deg - Service -3.20 1.85 157.88 273.45 0.00 Wind 270 deg - Service -3.71 0.02 2.58 317.23 0.09 Wind 300 deg - Service -3.22 1.89 162.36 275.98 0.15 Wind 330 de - Service -1.88 3.25 278.65 160.76 0.17 Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+l .6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+l .6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 Dead+Wind 0 deg - Service 27 Dead+Wind 30 deg - Service 28 Dead+Wind 60 deg - Service Section No. SA Tower Job Page Condition BU# 879197 8 of 14 Major Axis Moment kip -ft Crown Castle Project Date 124.5 - 97.583 2000 Corporate Drive 13:52:34 07/16/10 1 Canonsburg, PA Client Designed by 0.00 Phone: (724) 416-2000 Crown Castle USA, Inc. Firas Abdelahad 0.16 FAX. 1 Comb. Description 0.05 No. Max. M. 8 29 Dead+Wind 90 deg - Service 3.58 30 Dead+Wind 120 deg - Service 1.67 31 Dead+Wind 150 deg - Service Max. My 32 Dead+Wind 180 deg - Service 1.36 33 Dead+Wind 210 deg - Service 8 34 Dead+Wind 240 deg - Service 8 35 Dead+Wind 270 deg - Service 1.43 36 Dead+Wind 300 deg - Service Min. Mx 37 Dead+Wind 330 deg - Service 13.71 Section No. Elevation ft Component Type Condition Gov. Load Comb. Axial K Major Axis Moment kip -ft Minor Axis Moment kip -ft Ll 124.5 - 97.583 Pole Max Tension 1 0.00 0.00 0.00 2 20.85 0.16 Max. Compression 1 4.05 0.08 0.05 26.73 Max. M. 8 Max. Mx 8 3.58 287.97 1.43 1.67 13.41 23.23 Max. My 2 3.55 1.36 289.66 Min. H. 8 20.85 Max. Vy 8 13.52 287.97 1.43 0.16 26.73 Min. Mx Max. Vx 14 13.71 1.68 289.55 20 2316.97 26.54 Max. Torque 24 12 1.67 1.30 L2 97.583- Pole Max Tension 1 0.00 0.00 0.00 48.083 Max. Compression 18 9.65 934.30 539.42 Max. Mx 8 9.64 1084.55 9.58 Max. My 2 9.63 9.54 1095.57 Max. Vy 8 19.75 1084.55 9.58 Max. Vx 2 19.95 9.54 1095.57 Max. Torque 24 1.47 L3 48.083-0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 18 20.82 1997.33 1153.16 Max. Mx 8 20.82 2317.10 18.46 Max. My 2 20.82 18.43 2338.36 Max. Vy 8 26.56 2317.10 18.46 Max. Vx 2 26.75 18.43 2338.36 Max. Torque 24 1.67 Location Condition Gov. Load Comb. Vertical K Horizontal, X K Horizontal, Z K Pole Max. Vert 14 20.85 0.16 26.73 Max. Hx 20 20.85 26.54 0.16 Max. H. 2 20.85 0.16 26.73 Max. Mx 2 2338.36 0.16 26.73 Max. M. 8 2317.10 26.54 0.16 Max. Torsion 24 1.67 13.41 23.23 Min. Vert 23 15.64 23.07 13.51 Min. H. 8 20.85 26.54 0.16 Min. Hz 14 20.85 0.16 26.73 Min. Mx 14 2338.28 0.16 26.73 Min. M. 20 2316.97 26.54 0.16 Min. Torsion 12 1.67 13.41 23.23 SA Tower Job Shear. Page Overturning Overturning BU# 879197 9 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client kip ft Designed by Phone: (724) 416-2000 Dead Only Crown Castle USA, Inc. Firas AbdelahadFAX 0.03 0.05 0.00 Location Condition Gov. Vertical Horizontal, X Horizontal, Z 26.73 2338.36 Load K K K Ice Comb. Load Vertical Shear. Shear Overturning Overturning Torque Combination Moment, M Moment, M K K K kip ft kip ft kip ft Dead Only 17.38 0.00 0.00 0.03 0.05 0.00 1.2 Dead+1.6 Wind 0 deg - No 20.85 0.16 26.73 2338.36 18.42 1.41 Ice 0.9 Dead+1.6 Wind 0 deg - No 15.64 0.16 26.73 2325.25 18.34 1.41 Ice 1.2 Dead+1.6 Wind 30 deg - No 20.85 13.13 23.07 2015.90 1142.57 0.80 Ice 0.9 Dead+1.6 Wind 30 deg - No 15.64 13.13 23.07 2004.60 1136.16 0.80 Ice 1.2 Dead+1.6 Wind 60 deg - No 20.85 22.90 13.22 1153.23 1997.46 0.00 Ice 0.9 Dead+1.6 Wind 60 deg - No 15.64 22.90 13.22 1146.77 1986.26 0.00 Ice 1.2 Dead+1.6 Wind 90 deg - No 20.85 26.54 0.16 18.46 2317.10 0.80 Ice 0.9 Dead+1.6 Wind 90 deg - No 15.64 26.54 0.16 18.36 2304.11 0.80 Ice 1.2 Dead+1.6 Wind 120 deg - 20.85 23.07 13.51 1185.13 2015.86 1.41 No Ice 0.9 Dead+1.6 Wind 120 deg - 15.64 23.07 13.51 1178.50 2004.56 1.41 No Ice 1.2 Dead+1.6 Wind 150 deg - 20.85 13.41 23.23 2034.22 1174.55 1.67 No Ice 0.9 Dead+1.6 Wind 150 deg - 15.64 13.41 23.23 2022.83 1167.96 1.66 No Ice 1.2 Dead+1.6 Wind 180 deg - 20.85 0.16 26.73 2338.28 18.57 1.47 No Ice 0.9 Dead+1.6 Wind 180 deg - 15.64 0.16 26.73 2325.19 18.44 1.47 No Ice 1.2 Dead+1.6 Wind 210 deg - 20.85 13.13 23.07 2015.82 1142.43 0.86 No Ice 0.9 Dead+1.6 Wind 210 deg - 15.64 13.13 23.07 2004.54 1136.05 0.86 No Ice 1.2 Dead+1.6 Wind 240 deg - 20.85 22.90 13.22 1153.16 1997.33 0.00 No Ice 0.9 Dead+1.6 Wind 240 deg - 15.64 22.90 1322 1146.71 1986.16 0.00 No Ice 1.2 Dead+1.6 Wind 270 deg - 20.85 26.54 0.16 18.54 2316.97 0.86 No Ice 0.9 Dead+1.6 Wind 270 deg - 15.64 26.54 0.16 18.42 2304.01 0.86 No Ice 1.2 Dead+1.6 Wind 300 deg - 20.85 23.07 13.51 118522 2015.72 1.47 No Ice 0.9 Dead+1.6 Wind 300 deg - 15.64 23.07 13.51 1178.57 2004.46 1.47 No Ice 1.2 Dead+1.6 Wind 330 deg - 20.85 13.41 23.23 2034.30 1174.41 1.67 No Ice 0.9 Dead+1.6 Wind 330 deg - 15.64 13.41 23.23 2022.90 1167.85 1.66 No Ice Dead+Wind 0 deg - Service 17.38 0.02 3.74 326.25 2.53 0.15 Dead+Wind 30 deg - Service 17.38 1.84 3.22 281.26 159.44 0.09 RISA Tows ' Job Page BU# 879197 10 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client Designed by Phone: (724) 416-2000 Crown Castle USA, Inc. FAX. Firas Abdelahad Load Vertical Shea Shear, Overturning Overturning Torque Combination Load PX Py Moment, M Moment, M Py PZ K K K kip -ft kip ft kip ft Dead+Wind 60 deg - Service 17.38 3.20 1.85 160.91 278.70 0.00 Dead+Wind 90 deg - Service 17.38 3.71 0.02 2.55 323.30 0.09 Dead+Wind 120 deg - Service 17.38 3.22 1.89 165.31 281.28 0.15 Dead+Wind 150 deg - Service 17.38 1.88 3.25 283.77 163.91 0.17 Dead+Wind 180 deg - Service 17.38 0.02 3.74 326.19 2.64 0.15 Dead+Wind 210 deg - Service 17.38 1.84 3.22 281.19 159.33 0.09 Dead+Wind 240 deg - Service 17.38 3.20 1.85 160.84 278.59 0.00 Dead+Wind 270 deg - Service 17.38 3.71 0.02 2.61 323.19 0.09 Dead+Wind 300 deg - Service 17.38 322 1.89 165.38 281.17 0.15 Dead+Wind 330 deg - Service 17.38 1.88 3.25 283.84 163.80 0.17 Sum of Applied Forces Sum ofReactions Load PX Py PZ PX Py PZ Error Comb. K K K K K K 1 0.00 17.38 0.00 0.00 17.38 0.00 0.000% 2 0.16 20.85 26.73 0.16 20.85 26.73 0.000% 3 0.16 15.64 26.73 0.16 15.64 26.73 0.000% 4 13.13 20.85 23.07 13.13 20.85 23.07 0.000% 5 13.13 15.64 23.07 13.13 15.64 23.07 0.000% 6 22.90 20.85 13.22 22.90 20.85 13.22 0.000% 7 22.90 15.64 13.22 22.90 15.64 13.22 0.000% 8 26.54 20.85 0.16 26.54 20.85 0.16 0.000% 9 26.54 15.64 0.16 26.54 15.64 0.16 0.000% 10 23.07 20.85 13.51 23.07 20.85 13.51 0.000% 11 23.07 15.64 13.51 23.07 15.64 13.51 0.000% 12 13.41 20.85 23.23 13.41 20.85 23.23 0.000% 13 13.41 15.64 23.23 13.41 15.64 23.23 0.000% 14 0.16 20.85 26.73 0.16 20.85 26.73 0.000% 15 0.16 15.64 26.73 0.16 15.64 26.73 0.000% 16 13.13 20.85 23.07 13.13 20.85 23.07 0.000% 17 13.13 15.64 23.07 13.13 15.64 23.07 0.000% 18 22.90 20.85 13.22 22.90 20.85 13.22 0.000% 19 22.90 15.64 13.22 22.90 15.64 13.22 0.000% 20 26.54 20.85 0.16 26.54 20.85 0.16 0.000% 21 26.54 15.64 0.16 26.54 15.64 0.16 0.000% 22 23.07 20.85 13.51 23.07 20.85 13.51 0.000% 23 23.07 15.64 13.51 23.07 15.64 13.51 0.000% 24 13.41 20.85 23.23 13.41 20.85 23.23 0.000% 25 13.41 15.64 23.23 13.41 15.64 23.23 0.000% 26 0.02 17.38 3.74 0.02 17.38 3.74 0.000% 27 1.84 17.38 3.22 1.84 17.38 3.22 0.000% 28 3.20 17.38 1.85 3.20 17.38 1.85 0.000% 29 3.71 17.38 0.02 3.71 17.38 0.02 0.000% 30 3.22 17.38 1.89 3.22 17.38 1.89 0.000% 31 1.88 17.38 3.25 1.88 17.38 3.25 0.000% 32 0.02 17.38 3.74 0.02 17.38 3.74 0.000% 33 1.84 17.38 3.22 1.84 17.38 3.22 0.000% 34 3.20 17.38 1.85 3.20 17.38 1.85 0.000% 35 3.71 17.38 0.02 3.71 17.38 0.02 0.000% 36 3.22 17.38 1.89 3.22 17.38 1.89 0.000% 37 1.88 17.38 3.25 1.88 17.38 3.25 0.000% R 1! ®were Job Page BU# 879197 11 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client Designed by Phone: (724) 416-2000 Crown Castle USA, Inc. FAX. Firas Abdelahad Load Converged? Number Displacement Force Combination No. of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00084338 3 Yes 4 0.00000001 0.00045512 4 Yes 5 0.00000001 0.00022212 5 Yes 5 0.00000001 0.00007580 6 Yes 5 0.00000001 0.00022757 7 Yes 5 0.00000001 0.00007817 8 Yes 4 0.00000001 0.00058838 9 Yes 4 0.00000001 0.00031797 10 Yes 5 0.00000001 0.00023995 11 Yes 5 0.00000001 0.00008250 12 Yes 5 0.00000001 0.00021918 13 Yes 5 0.00000001 0.00007330 14 Yes 4 0.00000001 0.00036294 15 Yes 4 0.00000001 0.00019890 16 Yes 5 0.00000001 0.00023377 17 Yes 5 0.00000001 0.00008097 18 Yes 5 0.00000001 0.00022753 19 Yes 5 0.00000001 0.00007817 20 Yes 4 0.00000001 0.00011263 21 Yes 4 0.00000001 0.00006319 22 Yes 5 0.00000001 0.00022049 23 Yes 5 0.00000001 0.00007382 24 Yes 5 0.00000001 0.00024210 25 Yes 5 0.00000001 0.00008349 26 Yes 4 0.00000001 0.00002315 27 Yes 4 0.00000001 0.00007018 28 Yes 4 0.00000001 0.00007504 29 Yes 4 0.00000001 0.00001436 30 Yes 4 0.00000001 0.00009056 31 Yes 4 0.00000001 0.00007063 32 Yes 4 0.00000001 0.00002054 33 Yes 4 0.00000001 0.00008172 34 Yes 4 0.00000001 0.00007472 35 Yes 4 0.00000001 0.00001191 36 Yes 4 0.00000001 0.00007124 37 Yes 4 0.00000001 0.00009330 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o o Ll 124.5 - 97.583 12.194 37 0.9149 0.0019 L2 101.083 - 48.083 7.993 37 0.7741 0.0014 L3 53-0 2.102 37 0.3704 0.0004 RISA Tower Job Page BU# 879197 12 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client Designed by Phone: (724) 416-2000 Crown Castle USA, Inc. FAX. Firas Abdelahad Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature 128.00 Platform Mount [LP 601-1] 37 12.194 0.9149 0.0019 33140 125.00 Lighting Rod 5/8" x 8' 37 12.194 0.9149 0.0019 33140 110.00 T -Arm Mount [TA 601-3] 37 9.534 0.8320 0.0016 11427 Section Elevation Horz. Gov. Tilt Twist No. 24 Deflection Load 125.00 Lighting Rod 5/8" x 8' 24 ft in Comb. T -Arm Mount [TA 601-31 L1 124.5 - 97.583 87.218 24 6.5540 0.0154 L2 101.083 - 48.083 57.217 24 5.5470 0.0116 L3 53-0 15.067 24 2.6552 0.0033 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Elevation Comb. in o o t 128.00 Platform Mount [LP 601-1] 24 87.218 6.5540 0.0154 4752 125.00 Lighting Rod 5/8" x 8' 24 87.218 6.5540 0.0154 4752 110.00 T -Arm Mount [TA 601-31 24 68.221 5.9615 0.0131 1636 Section Elevation Size L L. K1/r A P P„ Ratio No. M kip -ft lap -it W_ Ll 124.5 - 97.583 TP26.83lx20.75x0.1875 290.47 550.38 0.528 0.00 550.38 0.000 ftP ft ft int K K OP Ll 124.5 - 97.583 TP26.831x20.75x0.1875 26.92 0.00 0.0 15.3856 3.54 1034.67 0.003 1) L2 97.583- TP37.638x25.6653x0.25 53.00 0.00 0.0 28.7860 9.62 1897.07 0.005 48.083(2) L3 48.083 - 0 (3) TP4806.02720.3125 53.00 0.00 0.0 47.3000 20.82 3051.19 0.007 Section Elevation Size M Om- Ratio MY OXY Ratio No. M M,, f taPft kip -jt M kip -ft lap -it W_ Ll 124.5 - 97.583 TP26.83lx20.75x0.1875 290.47 550.38 0.528 0.00 550.38 0.000 ISA Towe ' Job Page BU# 879197 13 of 14. Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client Designed by Phone: (724) 416-2000 Crown Castle USA, Inc. FAX. Firas Abdelahad Section Elevation Size M W Ratio Mu, OM,v, Ratio No. No. No. Type M M V Mme, T ft kip -ft lap -ft OM kip -ft lap ft OM,,,, kip -ft 1) O Ll 124.5 - 97.583 TP26.831x20.75x0.1875 13.81 517.34 L2 97.583- TP37.638x25.6653x0.25 1101.05 1416.54 0.777 0.00 1416.54 0.000 948.54 48.083(2) 1.47 2836.54 0.001 48.083(2) V L3 48.083 - 0 (3) TP48x36.0272x0.3125 2348.96 2995.92 0.784 0.00 2995.92 0.000 Section Elevation Size Actual 0v Ratio Actual OT Ratio No. No. Type V M V T T T. Stress tft Pole K K y kip -ft lap -ft O Ll 124.5 - 97.583 TP26.831x20.75x0.1875 13.81 517.34 0.027 1.30 1102.11 0.001 L2 1) 97.583- TP37.638x25.6653x0.25 20.04 948.54 0.021 1.47 2836.54 0.001 48.083(2) V 4.8.2 1> L2 97.583- 0.005 0.777 L3 48.083 - 0 (3) TP48x36.0272x0.3125 26.85 1525.59 0.018 1.67 5999.15 0.000 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. Type P. M Mme, V T Stress Stress 124.5 - 97.583 Pole fi opn OM 0M,1 0y Ratio Ratio Pole Ll 124.5 - 97.583 0.003 0.528 0.000 0.027 0.001 0.532 1.000 TP48x36.0272x0.3125 3 1) 3051.19 79.1 Pass V 4.8.2 1> L2 97.583- 0.005 0.777 0.000 0.021 0.001 0.783 1.000 Pole (U) 48.083(2) Pass 4 8 2 L3 48.083 - 0 (3) 0.007 0.784 0.000 0.018 0.000 0.791 1.000 V 4.8.2 Section Elevation Component Size Critical P eP&I.. Pass No. ft Type Element K K Capacity Fail Ll 124.5 - 97.583 Pole TP26.831x20.75x0.1875 1 3.54 1034.67 53.2 Pass L2 97.583 - 48.083 Pole TP37.638x25.66530.25 2 9.62 1897.07 78.3 Pass L3 48.083-0 Pole TP48x36.0272x0.3125 3 20.82 3051.19 79.1 Pass Summary Pole (U) 79.1 Pass RATING = 79.1 Pass RISATower Job Page BU# 879197 14 of 14 Crown Castle Project Date 2000 Corporate Drive 13:52:34 07/16/10 Canonsburg, PA Client Designed by Phone: (724) 416-2000 Crown Castle USA, Inc. FAX Firas Abdelahad Program Version 5.4.1.8 - 4/8/2010 File:R:/SA Models - Letters/Work Area/BTruman/879197/tempfaa/879197.eri 124.5 Ft Monopole Tower Structural Analysis Project Number 346375, Application 105142, Revision 0 APPENDIX B BASE LEVEL DRAWING RISATower Report - version 5.4.1.8 July 16, 2010 CCI BU No 879197 Page 7 INSTALLED> 8) 1-1/4• TO 110 Ft LEVEL 0 1 2 3FT Fri BUSINESS UNIT: 879197 TOWER ID: C-BASELEVEL SCALE MLA) 9) 1-5/8• TO 128 FT LEVEL PROPOSED-INADDITION TO INSTALLED) 1) 1/4' TO 128 FT LEVEL INSTALLED) 8) 1-5/8" TO 128 FT LEVEL 124.5 Ft Monopole Tower Structural Analysis Project Number 346375, Application 105142, Revision 0 APPENDIX C ADDITIONAL CALCULATIONS RISATower Report - version 5.4.1.8 July 16, 2010 CCI BU No 879197 Page 8 Moment Capacity of Drilled Concrete Shaft (Caisson) for TIA Rev F or G Note: Shaft assumed to have ties, n Site Data BU#: 879197 Site Name: FLEA WORLD App #: 105142, Rev 0 Loads Already Factored For For P (DL) kips Disregard DisregardMmffm Pier Pier Diameter = ft Concrete Area = 4778.4 int Reinforcement: Clear Cover to Tie= in Horiz. Tie Bar Size= Vert. Cage Diameter = 5.61 ft Vert. Cage Diameter = 67.34 in Vertical Bar Size = Bar Diameter = 1.41 in Bar Area = 1.56 int Number of Bars = As Total= 24.96 int A s/ Aconc, Rho: 0.0052 0.52% ACI 10.5 , ACI 21.10.4, and IBC 1810. Min As for Flexural, Tesnion Controlled. Shafts 3)*(Sgrt(f c)/Fy: 0.0032 200 / Fy: 0.0033 IBC 1810.1.2: None SDC A or B Govemingl- 07005- 3-3-1 0.33% ACI 10.8 and 10.9 Min As for Columns. Comp. Controlled, Shafts: Min As: 0.0050 0.50% Minimum Rho Check: Actual Req'd Min. Rho:j 0.33% IFlexural Provided Rho: 0.529/.OK Ref. Shaft Max Axial Capacities. d) Max(Pn or Tn): Max Pu = ((p=0.65) Pn. Pn per ACI 318 (10-2) 9182.77 kips at Mu=(cP=0.65)Mn= 5173.38 ft -kips 0.0180 et > 0.0050, MaxTu,((p=0.9)Tn=l 1347.84 Ikips at Mu=cP=(0.90)Mn= 0.00 ft -kips of spiral, transverse reinforcing Maximum Shaft Superimposed Forces TIA Revision: Max. Factored Shaft Mu:ft-kips (* Note) Max. Factored Shaft Pu: kips Max Axial Force Type: ote: Max Shaft Superimposed Moment does not nese equal to the shaft top reaction moment Load Factor Shaft Factored Loads 1.00 Mu:1 1.00 1 Pu: 2510.383 1 21 ft -kips Ikips ssarily Concrete Comp. strength, fc Reinforcement yield strength, Fy = ksi Reinforcing Modulus of Elasticity, E = ksi Reinforcement yield strain = 0.00207 Limiting compressive strain = ACI 318 Code Select Analysis ACI Code= MEM Seismic Properties Seismic Design Category = Seismic Risk = Low Results: Mu Ulkowl' Governing Orientation Case: 1 E E Mu 1 Case 1 Case 2 Dist. From Edge to Neutral Axis: 10.40 in Extreme Steel Strain, et: 0.0180 et > 0.0050, Tension Controlled Reduction Factor,q: 0.900 Comment Box Output Note: Negative Pu=Tension For Axial Compression, rp Pn = Pu: -21.00 kips Drilled Shaft Moment Capacity, cpMn: 3635.24 ft -kips Drilled Shaft Superimposed Mu: 2510.38 ft -kips Mu/cpMn, Drilled Shaft Flexure CSR: 1 69.06% Drilled—Shaft—Moment—Capacity, DSMC, Version 1.0 - Effective XX/ XX/ 2009 Analysis Date: 7/16/2010 Stiffened or Unstiffened, Ungrouted, Circular Base Plate - Any Rod Material TIA Rev G Rigid Site Data v Reactions Disregard BU#:879197 ksi Mu:ft-kips W Site Name: FLEA WORLD in Axial, Pu: kips in App #: 105142 Rev 0 in Shear, Vu: kips in Pole Manufacturer: in Anchor -.. Data Rigid D M v i Rod Material: Disregard Strength .4WD" ksi Yield (Fy): L40 W Bolt Circle:in in Plate Data Diam:in Thick: in Grade: ksi Single -Rod B-eff12.70 in Stiffener Data (Welding at both sides) Config: Rigid Weld Type: Thick: Groove Depth: Disregard Groove Angle: Disregard Fillet H. Weld: in Fillet V. Weld: in Width: in Height: in Thick: in Notch: in Grade: ksi Weld str.: ksi Only Applcable to Unstiffened Cases Anchor Rod Results Flexural Check 20.4 ksi 54.0 ksi 37.7% Pass Rigid in Thick: in Grade: ksi of Sides: 1.011 IF Round 68.1 % Pass n/a Reinf. Fillet Weld 0" if None Only Applcable to Unstiffened Cases Anchor Rod Results Flexural Check 20.4 ksi 54.0 ksi 37.7% Pass Rigid Max Rod (Cu+ Vu/1): 177.1 Kips AISC LRFD Allowable Axial, 4)*Fu*Anet: 260.0 Kips cp*Tn Anchor Rod Stress Ratio: 68.1 % Pass n/a Base Plate Results Base Plate Stress: Allowable Plate Stress: Base Plate Stress Ratio: Flexural Check 20.4 ksi 54.0 ksi 37.7% Pass Rigid AISC LRFD cp*Fy Y.L. Length: 26.85 n/a 0: Stiffener Results Horizontal Weld: n/a Vertical Weld: n/a Plate Flex+Shear, fb/Fb+(fv/Fv)^2: n/a Plate Tension+Shear, ft/Ft+(fv/Fv)^2: n/a Plate Comp. (AISC Bracket): n/a Pole Results Pole Punching Shear Check: n/a 0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.2 - Circular Base G 1.2, Effective October 26, 2009 Analysis Date: 7/16/2010 0: C, -... c. n/a 0 = none, 1 = every bolt, 2 = every 2 bolts, 3 = 2 per bolt Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.2 - Circular Base G 1.2, Effective October 26, 2009 Analysis Date: 7/16/2010 Monopole Drilled Pier Checks capacity of a single drilled shaft foundation for a monopole per TIA-222-G BUM 879197 Site Name: FLEA WORLD App Number: 105142 Rev 0 rr Rebar Tensile, Fy: 60 ksi Concrete Strength, Fc: 4000 psi Concrete Density, 6x: 150 pct Clear Cover, cc: 4 in r Soil Unit Weight, y:1 115 pcf Ultimate Gross Bearing, Bc: 3.400 ksf Seismic Design Cat, z:1 B 5111111111 1 am Depth to Zero Shear: 6.1 ft Max Moment: 2510.38 ft -kips Overturning FOS: 2.92 ACI 318 Version: Shear, S: a21.00 kips Moment, Mt:ft-kips Capacity/ Availability Demand/ Limits Tower Weight, Wt:kips Bearing Pressure (kst): 2.55 Tower Height, H:ft OK Minimum Req'd Dia. (ft): Base Diameter, BD:in 5.50 OK rr Rebar Tensile, Fy: 60 ksi Concrete Strength, Fc: 4000 psi Concrete Density, 6x: 150 pct Clear Cover, cc: 4 in r Soil Unit Weight, y:1 115 pcf Ultimate Gross Bearing, Bc: 3.400 ksf Seismic Design Cat, z:1 B 5111111111 1 am Depth to Zero Shear: 6.1 ft Max Moment: 2510.38 ft -kips Overturning FOS: 2.92 ACI 318 Version: Bearing: 24.8% Pier: 69.1% Soil: 45.7% Monopole Drilled Pier (Caisson)_Rev G Version 1.1 Effective Date: 11/9/09 Capacity/ Availability Demand/ Limits check Bearing Pressure (kst): 2.55 0.63 OK Minimum Req'd Dia. (ft): 6.50 5.50 OK Rebar Area (in 2): 24.96 15.93 OK Pier moment capacity (k -ft): 3635.24 2510.38 OK Rebar spacing (in): 11.81 2 < Bs <18 OK Development Length (in) 228.23 42.80 OK Soil moment capacity(FOS): 2.92 1.33 OK Bearing: 24.8% Pier: 69.1% Soil: 45.7% Monopole Drilled Pier (Caisson)_Rev G Version 1.1 Effective Date: 11/9/09 a 1 879197_caisson.txt CAISSON version 10.40 2:02:53 PM Friday, July 16, 2010 Crown Castle USA tr4tr*tr****4#tr###tr*****A*#44444*******+4**44#4#444*****+444t##+#***#444+4#tr+tr****#*#4#44444** CAISSON - Pier Foundations Analysis and Design - Copyright Power Line systems, Inc. 1993-2010 tr*4+tr*trtr**4**+##tr4*******44*#tr*4tr************44*#+trtr#tr******4*##tr#tr#******+#trt#tr*tr******##+trtr Project Title: sU# 879197 Project Notes: wO# 346375 APP# 105142 Calculation method: Full 8CD I N P U T D A T A Pier Properties Distance of Top of Layer Thickness Density CU KP Force Arm Diameter Distance Concrete Steel of Top of Pier Strength yield psf) kips) ft) Cla above Ground 3.00 strength 0.00 2.00 ft) ft) ksi) ksi) 2.882 177.73 6.38 6.50 0.50 4.00 60.00 3.124 91.95 9.27 Soil Properties 10.00 7.76 52.6 3.124 612.96 14.08 Layer Type Thickness Depth at Top Density Cu KP PHI of Layyer ft) ft) (lbs/ftA3) psf) deg) 1 Clay 3.00 0.00 115.0 2 Sand 5.00 3.00 115.0 2.882 29.00 3 Sand 1.50 8.00 115.0 3.124 31.00 4 Sand 20.50 9.50 52.6 3.124 31.00 Design (Factored) Loads at Top of Pier moment Axial shear Additional Safety Load Load Factor Against Soil Failure ft -k) (kips) (kips) 2349.0 21.0 27.00 2.92 RES ULTS calculated Pier Properties Length weight End searing Pressure ft) (kips) (psf) 25.500 126.925 632.9 Ultimate Resisting Forces Along Pier Type Distance of Top of Layer Thickness Density CU KP Force Arm to Top of Pierft) ft) lbs/ftA3) psf) kips) ft) Cla 0.50 3.00 115.0 0.00 2.00 Sand 3.50 5.00 115.0 2.882 177.73 6.38 Sand 8.50 1.50 115.0 3.124 91.95 9.27 Sand 10.00 7.76 52.6 3.124 612.96 14.08 Sand 17.76 7.74 52.6 3.124 803.53 21.78 Shear and Moments Along Pier Distance below Shear Top of Pier (with Safety Factor) ft) (kips) 0.00 79.1 2.55 79.1 5.10 39.8 7.65 -57.0 10.20 -203.9 12.75 -385.7 15.30 -588.3 17.85 -795.3 20.40 -551.0 22.95 -285.9 25.50 0.0 Moment with Safety Factor) ft -k) 6885.2 7086.9 7259.5 7246.5 6926.3 6178.9 4941.5 3161.6 1440.6 369.0 0.0 Shear moment without Safety Factor) (without safety Factor) kips) (ft -k) 27.1 2357.9 27.1 2427.0 13.6 2486.1 19.5 2481.7 69.8 2372.0 132.1 2116.1 201.5 1692.3 272.4 1082.8 188.7 493.4 97.9 126.4 0.0 0.0 Page 1 g$ .CITY OF SANFORD T BUILDING & FIRE PREVENTION: PERMIT APPLICATION: Application No: I 1 Documented Construction Value: $ 1 (BOO oc e ( 1 S •n rd ' - ` Job Address: 9 I ')S: C (I Gn d o .r }7-9a ... F ; 3 ' '7 3 Historic ;District: Yes 11lvo (] Parcel ID: 14 -'d0 -3 u 300'= O ©C)O 6 Zoning: Description of Work: on exi s'c' +-+ a e('AP rr e rrJ P G Plan Review ContactPerson-Ar cLrCo. L) i K,,,,Z rte Title: ` ec . Coor Aol Phone: .rl'a"1 ,.,a 31 31 Db x D Fax: 7 ID - i 3' - 3) 9 9E-mail:, aW 't IC s-ro o: j 0_ "fie I Property—'Own'er Information Name. Q'+shoe (?foPeri e5 lor =L c Phone: Street: 3`o r1 K'`. r,';s, e r Resident of "property? City, State Zip: Contractor Information ; er_- i i G Name r,c Phone:. -]a17- aa`f Street:` Out 8`1"' `Avenue Nei Fax: City, State Zip: 5Pe,f ers aY-,, FL 33'7D , State License No.: F-G 130C493,9 Architect/Engineer 'Information Name: I CS TechnoLC a n Phone: `6l -`-1 10 x300 Street: 1; (O 1 and C n r brFax: F _ City, St" Zip:, TG,rnQ c, 33Cl' I 0 E-mail: "dc.rr. o I . I{roeze e r+=-a Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit Comrn n l on SquareFoo age 4S f Construction,Type: r--uci No. of Stories: tJ, 7_ No. ofIDwellirng Units: 1 j ^ Flood Zone: Electrical L7 Plumbing US, r\5 ex, st;n New Service — No. of AMPS: s New Construction - No.. of Fixtures: Mechanie'al' 3 (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: „ 9 f 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. OWNER'S AFFIDAVIT:- I certify that all of the foregoing) information is accurate and that all work will be done in compliance With all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD AN;OTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE O F 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable, to this property that may be found, in the public records of this county, and there_ may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit 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. A copy of.the executed contract is required in order to calculate a plan review charge: If the" executed contract is not submitted, we reserve the right to calculate the plan review fee based on- past ` permit activity levels. Should- calculated charges exceed the documented construction value when the executed contract is submitted, credit will be,applied to your permit fees when the pen -nit is released. Signature of Owner/Agent Date ar eco lX S ro m Print Owner/Agent's Name Signature of Notary -State of Florida Date Signature of Contractor/Agent Date , 1 Vin(:YltLk i k5tfam t41 i I I 1 Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID, Type of ID APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rev 11.08 r , i 04111/2011 15:55 7273218550 KENNETH A PERRY ELEC Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 411-11-11 I hereby name and. appoint: an agent of: & d ( %C Nr ofComp(nY) PAGE 02102 ? i to be my lawful attorney-in-fact to act for me to apply 'for, receipt for, sign for and do all things necessary to this appointment for (check. only one option): All permits and applications submitted by this contractor. The specific permit and plication for work located at: 5trecr. Addre z) % l Date for Th'. T ;.,,;rnrl Pmvi-r of Atf'nrnP.v- Ea piration / // License Halder Name: State License Number Signature of License Holder: STATE OF FLORID COUNTY OF R uAlaS The foregoing instrument was acknowledged before me this Itkday of A - f- , 2044_, by who is ? personally Known to me or ? who has produced as identification and, who did (did not ake an oath, t TAM WO MT' JY ;% W COMMISSION # 24 UpIRES; Januar!' 24, 2p12 M.,°1.:1' ra 90ntYd7NNWestarrs$rt tYCo"Y Rcv. 3/27/07) Signature 7 -PIM .vrD Print or type name Notary Public - State of F -L Commission No. My Commission Expires: