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Home My WebLink About4175 Orlando Dr - 98-001329 (1998) (Tower Install) Documents1j75 C'lsm64 SUBDIVISION: p "y' ZONE - DATE PERMIT '# CONTRACTOR ADDRESS JOB PHONE # COST $( LOCATION FEE V OWNERY/i ADDRESS HONE # LUMBING CONTRACTOR DDRESS PONE # fL/ Z I EI:CTRICAL CONTRACTOR.,Q.ou,L - c-tit, ( G AORESS PONE # M.CHANICAL CONTRACTOR A,DRESS P#0NE # MKCELLANEOUS CONTRACTOR ADCIESS RVTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (__) ARCHITECTURAL APPROVAL DATE: STATE NO FEE $ FEE $ FEE $ LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS ITYPEDATEOKREJECTBY FEEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: LO CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT Previously i(_t d I98-1067) PERMIT ADDRESS L// /lJ( PERMIT NUMBER ).f Total Contract Price of Job Afk OV V Total Sq. Ft. - Describe Work Telecommunications Monopole Type of Construction Flood Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial XX Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 14-20-10-300-0220-0000 and 14- 0-30-100-0230-0000 William Larry Bishop, Edelgard Bishop, William Lawnie Bishop, 407) 948-8679OWNERandSondraBishopEvansPHONENUMBER ADDRESS 4179 (rinnrin 11rivP, Sanford, Florida 19771 CITY Sanford STATE Flnridn ZIP '19772 TITLE HOLDER ADDRESS CITY IF OTHER THAN OWNER) BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY MORTGAGE ADDRESS CITY LENDER STATE STATE STATE STATE ZIP ZIP ZIP ZIP CONTRACTOR Carrick Contracting -Corp PHONE NUMBE)t-, 948-8679 ADDRESS 12773 w -Forest Hill Blvd , Ste 21A ST. LICENSE NUMBER CITY STATE ZIPWellington1?le;<ida r• .[+ 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEE14 ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. 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 lentities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILLWO F THE PROPERTY OF 4HE REQUIREM TS OF FLORIDA LIEN LAW, FS713. H M Z T C O M O Wo ign to-rle of Owner/Agent & Date nat.0 ya ontractor & Date 0 M o rt H a r toqI AQ2yr,+Pa)vJ , G z u Type or Print Owner/Agent Name Type or Print Contractor's Name N :1 3 ao qd' 3 Zo gig a roaSignatA6reofNotAy & Date Signatu6fe of NotaPy & Date O ( Official Seal) (Official Seal) Y OFFICIAL NOTARY SEAL OFFICIAL NOTARY SEAI. MARY S DALBEY MARY S DALBEY NOTARY PUBLIC STATE OF FLORIDA NOTARY PUBLIC STATE OF FLORIDA c COMMISSION NO. CC433424 COMMISSION NO. CC433424 ro Y COMMISSION EXP. JAN. 16,1999 Iviy C0MN-J1SSI0` EXP.JJAN. 16,1999 n 0 E Application Approved BY:RJAI\S I70 Date: _> - 0 0 FEES: Building adon Police Fire l m Open Space Road Impact ppl'cation c O PERMIT VALIDATION: CHECK CASH DATE BY 4o — J a - p' 0ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) aZ a EF THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE ROUTING MEMO TO, Name Department or Organizations[ Code Action Initials and Date Mrlhe I & e re_ C &J, ACTION: 4. Please Call Me 8. Note and Return 12. Re Our Conversation 1. Your Information 5. Please Handle 9. Signature 13. Your Comments or 2. Approval 8. As Requested 10. Please Reply Recommendations 3. Please See Me 7. Please File 11. See "Remarks" 14. Read and Pass On REMARKS (Use Reverse Side for More Space) ` IYI T t C'I/yiC yC.Te»s /S Tie y wQ Ai)C 0 - 6Firk ob Ae- Vb FROM DATE J V un'Y OF SANFORD INSPECTIONS Ur'>" BUILDING PERMITS 24 HOUR NOTICE REQUIRED 300 N PARK AV FOR ALL INSPECTIONS SANFORD, FL 32771 PHONE (407) 330-5659 7------------------------------------------------------- Application Number . . . . . 98-00001067 Date 3/02/98 Property Address . . . . . . 4175 ORLANDO DR Parcel Number . . . . . . . . 14.20.30.300-0220-0000 1707 Application description . . . TOWER INSTALLATION Subdivision Name . . . . . . ACREAGE PARCELS Property Use . . . . . . . . AUTO SALES Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 80000 Owner Contractor BISHOP WILLIAM L & ELDEGARD M J ANDERSON CONSTRUCTION CORP 850 DYSON DR 11382 PROSPERITY FARMS RD WINTER SPRINGS FL 32708 STE 130 PALM BEACH GARDENS FL 33410 407) 627-4744 Permit . . . . . BUIDLING PERMIT - OTHER Additional desc . Permit Fee . . . 345.00 Plan Check Fee 00 Issue Date . . . 3/02/98 Valuation . . . . 80000 Expiration Date . 8/29/98 Qty Unit Charge Per Extension BASE FEE 25.00 80.00 4.0000 THOU BLDG PERMIT - ORD 3123-8/10/92 320.00 Other Fees . . . 01-APPLCTN FEE -BUILDING 10.00 01-FIRE INSPECT -NEW CONST 25.00 Fee summary Charged Paid Credited Due Permit Fee Total 345.00 00 .00 345.00 Plan Check Total 00 00 .00 00 Other Fee Total 35.00 00 .00 5.00 Grand Total 380.00 00 .00 380.00 9 - n (o-7- 8 F, FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RE LT THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPR 3 Receiptt:'Y' 0Hp 568NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEI DISSUED. 1s0, NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE IN We 510 ij COMMUNICATIONS CORP. ACQUISITION - DESIGN - CONSTRUCTION 3/18/98 City of Sanford Building Department 300 N Park Ave. Sanford, FI. 32771 407) 330-5659 Re: Change of Contractor To whom it may concern: Please accept this letter as notification of a change in Contractors for permit # 98- 0001067 located at 4175 Orlando Dr., Sanford, FI., issued on 3/02/98. M J Anderson Construction Corp. requests a full refund from the fees paid for the above referenced permit. M J Anderson Construction Corp. will be turning over the permit and construction of the site to Carrick Contracting Corp., license # CGC055115. If you have any further questions, please feel free to contact me at (407) 875-1014. Thank You, li beth K. McPeek Signature of Authorized Agent) sonally Known J. JOHN BARKER W COMNSSION / CC418M DO'M Novwftf 2.1998CBmwTwofilmy /Amne5litAm m 2700 Westhall Lane, Suite 120, Maitland, Florida 32751 Phone: (407) 875-1014 • Fax: (407) 875-1152 M. J. Anderson Construction Corp. • CGCA04055 CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT Sprint Site OR03XCO56 - Flea Worl PERMIT ADDRESS "t lS 4S.,seA Q„p.-G-Zana PERMIT NUMBER AS-,0( r aTotalContractPriceofJob ±>UO.Q 7 Describe Work v. G Type of Construction EQ-W Number of Stories Occupancy: Residential Number of Dwellings Commercial )( Total Sq, Ft. krone (YES) (NO) Zoning <ZbC,-z Industrial LEGAL DESCRIPTION (please attach printout from Seminole Count TAX I.D. NUMBER 14-20-30-300-0220-0000 and 14-20-30-300-0230-0000 William Larry Bishop, Edelgard Bishop, William Lawnie Bishop, OWNER and Sonya Bishop Evans PHONE NUMBER (407) 875-1014 ADDRESS 4175 Orlando Drive, Sanford, Florida 32773 CITY Orlando STATE Florida ZIP 32773 TITLE HOLDER (IF OTHER THAN OWNER) Same ADDRESS CITY STATE BONDING COMPANY VV d- ADDRESS JCjL} I 5• E . C> IJ i UJl7. CITY STATE 11i71a ZIP ?,y995 ARCHITECT C j`}S \;L(-y\ ADDRESS aCN\ S• d(LA E k\IF. S'J :e - C- - CITY STATE r11P_I i-1 ZIP 'aaQ`G MORTGAGE LENDER OR ADDRESS 1J1A CITY 1A STATE tiIA ZIP CONTRACTOR MJA Communications Corp. PHONE NUMBER'S-', -pia ADDRESS 2700 Westhall Lane, Suite 120 ST. LICENSE NUMBER C%, CAQA(,)E> CITY Maitland, STATE FL ZIP 32751 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. 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 REQUIREM S OF FLORIDA LIEN LAW, FS713. w************ 3 ro Z m o b n rY o m o o a h ture of Owner/Agent & Date ig ture of Contractor & Date 0 a w e i u h . m P.k ype or Print Owner/A en Name Type or Print Contractor's Name d Z 0 o cDtio w use o a ate Signatu* ((f Notary & Date a p Official Seal) (Official Seal) J JOHN BARKER "% = Hdi d Bkula O MY COMMISSION N CC418265 EXPIRES*My CpnMlrtllOfl CC869804'` November 2. 1998`7`xpY'B raYn01 b 1-i C pd'h.•• BONDED THRU TROY FAIN INSURANCE, INC. • a E Application Approved BY: ' Date: r 1 < ` n ro ? FEES: Building J q Q Q Ra on Police Fire a 4 ~ Open Space Road Impact Application U1 .-I H c o PERMIT VALIDATION: CHECK CASH DATE BY o ' N o to U) c 4J as a ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAXn GOLD (CO. ADMIN) Z a E~ GNU, THIS APPLICATION USED FOR WORK VALUED $2500.ORE LIMITED POWER OF ATTORNEY g 1he ( date) I hereby name and appoint Flicaklam A/ fIcgpi , MJA Communications Corp. or MJ An erson C tction Corp. to be lawful attorney in fact to act for me and apply to "W Q for a permit for w rk to be performed at a location described as: CY Section Township C90 (5) Range 30 e Q Lot Block Subdivision ly-,• U--30C-GAG-GCS - /y-aG-3o-3oo-oa3o-o000 address of project) 175 Oikok Zk , , owner of property and address) and to sign my name and do all things necessary to this appointment. ACKNOWLEDGED: Sworn to and subscribed before me this 1OV63 day of A w A.D., 199$ ,_ Mdy d Blnna Notary Public, State Qof Florida MY melon ca"91" Explree d o, >rbAt 4si nature) My Commission expires: A-) Personally known to me. Site Name: Flea World Site I.D.: 0R03XC056B4 BTA: Orlando AFFIDAVIT OF AUTHORIZATION I (we) William Larry Bishop, Edelgard Bishop, William Lawnie Bishop and Sonya Bishop Evans Owner") of the following described property ("Property"): The S 250ft of the N 484 ft ofthe NE V4 of the SW V, of514, T20S, R30E, lying E of SR 15-600. AND That part ofthe S 407 ft of the N891 ft of the NE V4 ofthe SW Y4 of514, T20S, R30E, Seminole Co., FL (Less the W 30ft) lying E ofSR 15 and 600 (US Hwy 17 and 92). HEREBY consent, appoint, and authorize SprintCom, Inc., and its agents to make and file applications on Owner's behalf to such local, state and federal governmental entities whose approval Agents may consider necessary or advisable to have the Property approved as tower or antenna site, including, but not limited to, governmental approvals for zoning variances, rezoning applications, building permits and wetland permits. OWNER: William Larry Bishop, Edelgard Bishop, William La By: Nat Bishop and Sonya Bishop Evans STATE OF FLORIDA COUNTY OF Sz! 7— yIAJO L4 y Before me, the undersigned au rity, personally appeared tO % who is personally known to me LIor who has produced identification, and who did/did not take an oath. AFFIX NOTARY STAMP Si atur of Notary Public Print Notary Name) J. JOHN HARKER MY COMMISSION 0 CC418265 DIARE6 My Commission Expires November 2, 1998 Commission Number: MWEDTHRUMFAIN INSURANCE. INC . Personally known, or Produced Identification Type of Identification Produced: Site Name: Flea World Site No. OR03XC056B4 Legal Description for P.I.D.: 14-20-30-300-0220-0000 14-20-30-300-0230-0000 The S 250 ft of the N 484 ft of the NE 1/4 of the SW 1/4 of S14, T20S, R30E, lying E of SR 15-600. AND That part of the S 407 ft of the N891 ft of the NE 1/4 of the SW 1/4 of S14, T20S, R30E, Seminole Co., FL (Less the W 30 ft) lying E of SR 15 and 600 US Hwy 17 and 92). T- i MEMORANDUM FROM THE [DEPARTMENT AND PLANIVIING TO: Building Department RE: Issuance of Site Development Permits: 4175 Orlando Drive - SPRI?U PCS - ORLANDO Tax I.D. Numbers: 14-20-30-300-0220-0000 14-20.30-300-0230-0000 OF ENGINEERING February 16, 1998 The attached construction plans for a 130 foot monopole communications tower and support equipment facility located at 4175 Orlando Drive (Behind Aristocrat Volkswagen) is approved for permitting by the Department of Engineering and Planning subject to the following conditions and stipulations: A copy of FAA permit approval shall be submitted to the City. Stabilization of the drive from the edge of the existing pavement to the support equipment compound shall be accomplished per Sanford Land Development Regulations. Landscaping shall be provided in accordance with the landscape plan submitted in conjunction with the Conditional tTse permit approved by the Planning and Zoning Commission on January 8, 1998. A 11"x17" copy of said plan is attached. Thank you. 4141*- 411fi1%d Rob J. Walter, P.E. Pro essional Engineer attachments: 3 sets of constructions plans dated 2/4/98 11 "x 17" Site Layout with landscaping Cc: Conditional Use file C Russe Gibson, ICP Land Development Coordinator CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT 0 PERMIT ADDRESS Sv /y/¢-Lyyt •/ / TTI I Total Contract Price of Job Describe Work Type of Constructiofn Number of Stories Occupancy: Residential _ Number of Dwellings Commercial XG r1e,* Col l.G`Qlrns PERMIT NUMBER Total Sq. Ft. Flood Prone (YES) (NO) Zoning Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS CITY PHONE NUMBER STATE mac— Z I P STATE STATE STATE STATE ZIP ZIP ZIP ZIP CONTRACTOR PHONE NUMBER ADDRESS Cp—- ST. LICENSE NUMBER e.9 Q!L74- Z CITY STATE %L ZIP ?211sir***wtr* **w**w**** 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. 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, stpte agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WI NOTIF E OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. ir***1* r***rt********ir*********fr*****t **tr k** *** ****rtir*rr*******rt******ww*****w** H 'U ZO b a a+ U O d O r a rz 0 G N C t3O 0 x o Z O >C N O N 0, o a) >- Z w EE GO M VN 0 r* W Signature of Owner/Agent & Date Si natu e 8t Contractor & Date r0n w'< AJ1t6— Fr N Ty6 or Print Co tract is N me 3TypeorPrintOwner/Agent Name p co O E L1 O F•1 Signature of Notary & Date Signature of Notary & D to Official Seal) rr ARLENE K. RUMBLEY L MY COMMISSION # CC 821908 O EXPIRES: 9• Jun 26, 2003 i-0OU3N0'TARY Fla. Notary Service8 Bonaing Co. d r 1 0 Application Appr vedBY: Date: ©fl o FEES: Building icu Rado Police Fire a Open Space Road Impact ppl-cation 111 M rZPERMIT VALIDATION: CHECK pp CASH DATE .3 00 BY t7 ORIGINAL ( BUILDING) YELLOW (CUSTOMER) COUNTY TAX OFFICE) ( O.IADMIN) PINK ( GOLD THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE ITY OF SANFORD FIRE DEPARTME FEES FOR SERVICES PHONE #: 407-302-1091 • FAX #: 407-330-5677 DATE: Ab //i PERMIT #: &9- R`11194 BUSINESS NAME: laol &11E i66/%' ADDRESS: '5 JIJ /Y PHONE NUMBER: 4e !) `f 12) cz JF?•4=5 CONST. INSP. PLANS REVIEW BURN PERMIT TANK PERMIT C. OF O. INSP. TENT PERMIT REINSPECTION FA FS OTHER f• CYJ AMOUNT $ fi COMMENTS: V, /2>• p {l'/iir flee, GC•/ -: ;%r•% Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply wit all ap lic le codes and ordinances of t e y nford, Florida. anfdr'd Fire Py'91vention " Apgi tints Signature CITY OF SANFORD INSPECTIONS DIVISION COMMERCIAL REVIEW COMMENTS NEW CONSTRUCTION PROJECT:I e S s fDa{S o-+ru DATE: f'VtAtz. ADDRESS: g'3 ;!/,,X SANFORD, FL. 32772 CONTRACTOR: rj 1 LiC# f36-0s7 63" 0)4ziP. e ADDRESS: foD_ o ,l,y /R s- PHONE# A0 Af?W.Vet:1( Fc 3 7rI9 REVIEW COMMENTS: 1. Finish floor elevation shall be 16 inches above center line of established street or a Min. Of 8' above grade when property has no paved street. City Section 6-7. t - 2. Strip footers shall be continuous with 245 rebars for 1-story buildings, 2-story buildings shall have 345 rebars in footers, and #5 dowel at each corner. Size of footers shall be 8"x16" min. for a 1-story and 10"x20" for a 2-story. e- 3. Mono footerlslab combination shall be 20" deep and 16" wide with 45 degree angle into 4"slab. 2-story shall be 20" deep and 20" wide with 45 degree angle into 4" slab. Reinforcement shall be as in strip footer all laps a min. Of 25 inches. a— 4. Masonry construction shall have a min. of 145 rebar in lintel course or tie beams. Verticial down rods shall be #5 rebar with 24" bend tied to lintel rebar and min. of 25" lap at each dowel & tied. 5. Means of egress shall comply to Chapter 10, 97 S.B.C. 6. Means of egress and illuminations shall comply to section 1016.1, 1016.2 and 1016.3 Exit Signs) 1997 S.B.C. a- 7. All corridors shall be a minimum of 44", Table 1104, 1991, S.B.C. a-- 8. All restrooms shall comply to 1997, H.C.F.S. 553, Part S. e-- 9. Interior finishes shall comply to Chapter 8, Table 803.3, 1997, S.B.C. 10. All electrical wiring service & fixtures shall comply to 1996 N.E.C. and Notice L Amendents. 11. All plumbing shall comply to 1994, S.P.C. and 1997 F.S. 553, Part 5 Florida Accessibility Code . c-r- 12. All mechanical equipment & duct systems shall comply to 1997, S.M.C. and 1997 Florida Enegry Code. 4-- 13. Firewalls or tenant separations shall comply to Sec.413.3 & Table 704.1 & 704.1.4, 1997 S.B.C. All rated wall penetrations shall be sleeved and fire caulked. Ki 14. Stairs shall comply to Section 1006, 1007, 1007.1.2, 1007.3, 1007.4, 1007.5, 11007.5.3 1007.6, 1007.7, 1007.8, 1008.6, & 1015, 1997 S.B.C. 15. Shall comply to 1994 N.F.P.A.-1 4 16. Shall comply to Life Safety Code 101, 1994. tr- 17. Final grading inspection needs to be done after final grade but prior to final landscaping. Review by: a REC' D DATE PLANS REVISION PERMI # C) C-' 1 ' 55 OWNER: I YINTR ACTOR dl e,u) S. CITY OF SANFORD PLANS REVIEWED ITEMS NEEDED PLANS REVIEWED BY: L PERSON NOTIFIED: DATE: CALLED Kr0 NO ONE NOTIFED (explaination) DATE RESPONSE RECEIVED: 300 N. Park Ave. Sanford, FL 32771 407) 302-1091 (407) 330-5677 Fax To: Steve Jones, Foreman From: B. T. Wright, Fire Protection Inspector Mgmt. Office (407) 302-2526 Fax: 407.322.7076 Pages: 1 407.869.9650 Phone: 407.448.3108 Date: 03/08/00 Re: Stair replacement CC: Monroe Harbor Motel Permit #00-316 Urgent X For Review Please Comment Please Reply Please Recycle Steve, Review of your submitted stair details are acceptable to both Mr. Culbertson and me During the replacement phase, you must be keep travel distance from any point on the floor to no greater than 100 ft. (LSC 17-2.6.2). Therefore, you can work on as many stairs at one time as the travel distance access (100') allows. Should any travel exceed that distance, you might consider working with the management of the motel in not leasing rooms beyond that distance. You can call the permit desk (407) 330-5656 tomorrow to arrange to pick up your revised permit. f CITY OF SANFORD INSPECTIONS DIVISION COMMERCIAL REVIEW COMMENTS NEW CONSTRUCTION PROJECT: nl a(S+p Rs fo rn Ra z. ale` DATE: MA-e. Cr AOCO ADDRESS: -WSANFORD, FL. 32772 CONTRACTOR: Z-4o v '2Z,,L i C # C B <, os? 65-,-7- ADDRESS: ? cc -,rok (,41(>°Y pi--, 5'-?ooPHONE# oAqu> o,- Fl- REVIEW COMMENTS: 1. Finish floor elevation shall be 16 inches above center line of established street or a Min. Of 8' above grade when property has no paved street. City Section 6-7. 7 2. Strip footers shall be continuous with 245 rebars for 1-story buildings, 2-story buildings shall have 345 rebars in footers, and #5 dowel at each corner. Size of footers shall be 8"x16" min. for a 1-story and 10"x20" for a 2-story. tr 3. Mono footer/slab combination shall be 20" deep and 16" wide with 45 degree angle into 4"slab. 2-story shall be 20" deep and 20" wide with 45 degree angle into 4" slab. Reinforcement shall be as in strip footer all laps a min. Of 25 inches. 4. Masonry construction shall have a min. of 145 rebar in lintel course or tie beams. Verticial down rods shall be #5 rebar with 24" bend tied to lintel rebar and min. of 25" lap at each dowel & tied. 5. Means of egress shall comply to Chapter 10, 97 S.B.C. 6. Means of egress and illuminations shall comply to section 1016.1, 1016.2 and 1016.3 ExitSigns) 1997 S.B.C. 7. All corridors shall be a minimum of 44", Table 1104, 1991, S.B.C. 8. All restrooms shall comply to 1997, H.C.F.S. 553, Part 5. 9. Interior finishes shall comply to Chapter 8, Table 803.3, 1997, S.B.C. 10. All electrical wiring service & fixtures shall comply to 1996 N.E.C. and Notice L Amendents. 11. All plumbing shall comply to 1994, S.P.C. and 1997 F.S. 553, Part 5 Florida Accessibility Code . 12. All mechanical equipment & duct systems shall comply to 1997, S.M.C. and 1997 Florida Enegry Code. 13. Firewalls or tenant separations shall comply to Sec.413.3 & Table 704.1 & 704.1.4, 1997S.B.C. All rated wall penetrations shall be sleeved and fire caulked. X 14. Stairs shall comply to Section 1006, 1007, 1007.1.2, 1007.3, 1007.4, 1007.5, 11007.5.3 1007.6, 1007.7, 1007.8, 1008.6, & 1015, 1997 S.B.C. 15. Shall comply to 1994 N.F.P.A.-1 16. Shall comply to Life Safety Code 101, 1994. n 17. Final grading inspection needs to be done after final grade but prior to final landscaping. Review by: ' Leading The Way Job #16158 Design #M98-0275 OR03XC056, Flea World, Sanford, Seminole Co., FL Sprint PCS 129' Monopole I- r-a 0 7 10998 APPROXIMATE WEIGHT OF GALVANIZED POLE SHAFTS (LBS) TOP PLATE + SHAFT 1 1650 NOTE: WEIGHTS SHOWN SHAFT 2 5200 DO NOT INCLUDE ANYBASEPLATE + SHAFT 3 11850 ATTACHMENTS, MOUNTS, PLATFORMS, HANDHOLES, ETC. FIELD VERIFY WEIGHTS PRIOR TO LIEM- APPROXIMATE OTAL 1 18700 t 33/1t6X 26.92' (Fy-65) BLACK WT - 1.287 KIPS) 1a1'- 1' SPLICE LENGTH MIN = 37.80' DESIGN - 42.00' MAX - 47.00' SHAFT 2 It 1/4' X 53.00' (Fy=65) BLACKWT = 4.494 KIPS) SPLICE LENGTH MIN - 53.10' 77 DESIGN - 59.00' MAX - 64.00' S 5/116.jX 53.00' (Fy=65) BLACK WT = 7.459 KIPS) Flfff P. O. BOX 8597 FORT WORTH, TX 76124-0597 817) 457-3060 FAX (817) 429-6010 J 0 A A age o Job No. 16158 Design No. MI98-0275 Date 01-20-1998 Rev. No. Rev. Date By TWL Chk d By TWL a 1 9 (P- Pole 129 FT MONOPOLE Site OR03XCO56. FLEA WORLD, SANFORD,M N Owner SPRINT PCS Ref. No. Design ACCORDING TO TIA EIA-222-F 1996 PRFIIMINARY T)FSIGN - NOT FOR FARRIrATInN A D C A CASE 1 CASE 2 1105 MPH WITH NO ICE DESIGN WIND 50 MPH WITH NO ICE OPERATIONAL WIND S P E C I IF I C A T 1 0 N S Pole Shape e: 18-SIDED POLYGON o er: 0.225904 IN Shaft Steel: ASTM A572 GRADE 65 Base PL Steel: ASTM A633 GR. E 60 KSI Anchor Bolts: 2 17.40 x 7 -0 LONG 18J ASTM A615 GRADE 75 A N T E N N A L I S T No. Elev.Descri ption 1- 12 126.00 12) SCALA AP18-1900/090D AMERICELL PANEL 126. 00 10-FT LOW -PROFILE SECTORED MOUNT W/WALKWAY 13- 24 115.00 12) SCALA AP18-1900/090D AMERICELL PANEL 115. 00 10-FT LOW -PROFILE SECTORED MOUNT W/WALKWAY STEP BOLTS FULL HEIGHT FROM 9'-6' ABOVE 114SE PLATE ANTENNA FEED LINES RUN INSIDE OF POLE Al N Elevation Lateral Deflection Inches) Rotation sway) degrees) Lateral Deflection Inches) Rotation sway) degrees) TOP 91.1 6.546 20.6 1.484 A IF T S E C T 1 O N D A T A Shaft Section Plate Lop Diameter Across Flats Sectior Length Thickness Splice inches) Top ottom feetin. in. 1 26.92 0.1875 20.750 26.831 2 53.00 0.2500 5.00 9 25.665 37.638 3 53.00 0.3125 00 36.027 48.000 2" X 61.000" ROUND (OUT. = 2.072 KIPS) 0 ANCHOR BOLTS ON 55.000' B.C. WITH MIN. 6'-0' INTO PIER (W/NUTS & TEMPLATE PLATE O WT.) 48. 000' ACROSS FLATS MOMENT = 2305 ft-kips SHEAR = 25.1 kips AXIAL = 20.6 kips EST. SHAFT + BASE R WT. = 15.3 kips POLE SHAFT — BASE PL. HEAVY HEX NUT W/ WASHER 3" GAP NO GROUT) cc T TEMPLATE ` AND NUTS c zwJ z 0 V) a 4" CLR U z 8'-0 W.T. o NI I P.O. BOX 8597 FORT WORTH, TX 76124-0597 817) 457-3060 FAX (817) 429-6010 z z POLE & FOUNDATION U ww ANCHOR la5OLTSa I 6'-6"0 SHAFT HEAVY HEX ? LEVELING NUT I W/ WASHER o cv 2' CLR FIN GRADE 12)—#5 TIES 0 6" C/C REM #5 TIES 0 18' C/C 2'-0' MIN LAP 16)—#11 VERT REINF FULL HEIGHT F14FT A T A Page 2 of 2 Job No. 16158 Design No. M98-0275 Date 01-20-1998 Rev. No. Rev. Date By TWL Chk d By U/L 8 Pole 129 FT M NOPO Site ORO3XCO56,FL.EA WORLD.SANFORD.SEMINOLE CO., FL Owner SPRINT PCS Ref. No. Design ACCORDING TO TIA EIA-222—F 1996 NOTES: 1. ALL CONCRETE SWILL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. 2. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615 GRADE 40). 3. SEE PAGE 1 FOR ANCHOR BOLT QUANTITY, SIZE, LENGTH, AND BOLT CIRCLE. 12) 118J 2.25.0 X 7'-0- LG ANCHOR BOLTS ON 55.000- BOLT CIRCLE] 4. TOTAL CONCRETE = 32.0 CUBIC YARDS. 5. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL EXPLORATION REPORT PREPARED BY: MEVERS & ASSOCIATES REPORT NO.: 97-G-1309 DATED: 11-26-1997 6. CONTRACTOR SHALL READ THE GEOTECHNICAL REPORT AND CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 7. GEOTECHNICAL REPORT INDICATES GROUNDWATER WAS ENCOUNTERED AT 8'-0* BELOW GRADE. 8. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING SERVICE LOADS: MOMENT: 2305 FT -KIPS SHEAR: 25 KIPS AXIAL: 21 KIPS FOR PERMITS ONLY CAISSON NOT TO SCALE) IERI FOUNDATION 0 N 10 00 N L C 0 C Ib CD N N N Deflection (in) 0.5 0 0.5 1 1.5 2 2.5 3 I 1I I I i I I I I•- I I I I i I i- 1 I 1 i I I 1 I I I I I 1 I I I I 294 /. S 0 e rouh Sur ACe O D v # 1 gt,6Arrs PROGRAM LPILE Plus 3.0 for Windows C) COPYRIGHT ENSOFT, INC., 1985-97 ALL RIGHTS RESERVED Licensed to: FWT, INC. P. 0. Box 8597 Fort Worth, TX 76124-0597 License No. 1012-050997 Program to be used only by Licensee at the above address LATERALLY LOADED PILE ANALYSIS PROGRAM LPILE plus PC VERSION 3.0 (C) COPYRIGHT ENSOFT,INC. 1997 THE PROGRAM WAS COMPILED USING MICROSOFT FORTRAN COMPILER, C) COPYRIGHT MICROSOFT CORPORATION 129' MONOPOLE, DES M98-0275, JOB 16158 ULTIMATE BENDING RESISTANCE AND FLEXURAL RIGIDITY DIAMETER = 78.00 IN CONCRETE COMPRESSIVE STRENGTH = 3.000000 KIP/IN**2 REBAR YIELD STRENGTH 60.000000 KIP/IN**2 MODULUS OF ELASTICITY OF STEEL = 29000.000000 KIP/IN**2 NUMBER OF REINFORCING BARS = 16 SIZE OF REBAR = 11 NUMBER OF ROWS OF REINFORCING BARS 9 COVER THICKNESS = 4.000 IN SQUASH LOAD CAPACITY 13618.78 KIP ROW AREA OF DISTANCE TO NUMBER REINFORCEMENT CENTROIDAL AXIS IN**2 IN 1 1.560000 35.0000 2 3.120000 32.3358 3 3.120000 24.7488 4 3.120000 13.3939 5 3.120000 0000 6 3.120000 13.3939 7 3.120000 24.7488 8 3.120000 32.3358 9 1.560000 35.0000 OUTPUT RESULTS FOR AN AXIAL LOAD = 20.57 KIP MOMENT EI PHI MAX STR N AXIS IN -KIP KIP-IN**2 11IN IN/IN IN 613E+04 61333E+10 000001 00004 40.452 613E+04 12267E+10 000005 00009 18.354 924E+04 10264E+10 000009 00016 17.893 131E+05 10076E+10 000013 00023 17.729 169E+05 99625E+09 000017 00030 17.676 207E+05 98807E+09 000021 00037 17.670 245E+05 98150E+09 000025 00044 17.690 283E+05 97585E+09 000029 00051 17.728 320E+05 97074E+09 000033 00059 17.776 357E+05 96533E+09 000037 00066 17.829 382E+05 93125E+09 000041 00073 17.686 401E+05 89158E+09 000045 00079 17.497 412E+05 84136E+09 000049 00084 17.206 423E+05 79856E+09 000053 00090 16.966 468E+05 56348E+09 000083 00129 15.513 483E+05 42728E+09 000113 00162 14.317 493E+05 34442E+09 000143 00195 13.666 500E+05 28874E+09 000173 00228 13.195 502E+05 24705E+09 000203 00261 12.872 502E+05 21565E+09 000233 00290 12.458 503E+05 19129E+09 000263 00320 12.176 503E+05 17180E+09 000293 00351 11.994 504E+05 15591E+09 000323 00383 11.855 THE ULTIMATE BENDING MOMENT AT A CONCRETE STRAIN OF 0.003 IS : .503E+05 IN -KIP PROGRAM LPILE plus Version 3.0 C) COPYRIGHT 1997 ENSOFT, INC. ALL RIGHTS RESERVED 129' MONOPOLE, DES M98-0275, JOB 16158 UNITS--ENGLISH UNITS I N P U T I N F O R M A T I O N THE LOADING IS STATIC PILE GEOMETRY AND PROPERTIES PILE LENGTH 312.00 IN 2 POINTS X DIAMETER MOMENT OF AREA INERTIA IN IN IN**4 IN**2 00 78.000 182E+07 478E+04 312.00 78.000 182E+07 478E+04 SOILS INFORMATION X AT THE GROUND SURFACE = 6.00 IN SLOPE ANGLE AT THE GROUND SURFACE _ .00 DEG. 4 LAYER(S) OF SOIL LAYER 1 THE SOIL IS A SOFT CLAY X AT THE TOP OF THE LAYER = 6.00 IN X AT THE BOTTOM OF THE LAYER = 42.00 IN MODULUS OF SUBGRADE REACTION = 100E+01 LBS/IN**3 LAYER 2 THE SOIL IS A SAND P-Y CRITERIA BY REESE ET AL, 1974 MODULUS OF ELASTICITY LBS/IN**2 312E+07 312E+07 X AT THE TOP OF THE LAYER = 42.00 IN X AT THE BOTTOM OF THE LAYER = 102.00 IN MODULUS OF SUBGRADE REACTION = 900E+02 LBS/IN**3 LAYER 3 THE SOIL IS A SAND P-Y CRITERIA BY REESE ET AL, 1974 X AT THE TOP OF THE LAYER = 102.00 IN X AT THE BOTTOM OF THE LAYER = 390.00 IN MODULUS OF SUBGRADE REACTION = 600E+02 LBS/IN**3 LAYER 4 THE SOIL IS A STIFF CLAY WITH WATER -INDUCED EROSION X AT THE TOP OF THE LAYER = 390.00 IN X AT THE BOTTOM OF THE LAYER = 426.00 IN MODULUS OF SUBGRADE REACTION = .500E+03 LBS/IN**3 DISTRIBUTION OF EFFECTIVE UNIT WEIGHT WITH DEPTH 4 POINTS X,IN WEIGHT,LBS/IN**3 6.00 .55E-01 102.00 .55E-01 102.00 .30E-01 426.00 .30E-01 DISTRIBUTION OF STRENGTH PARAMETERS WITH DEPTH 8 POINTS X,IN C,LBS/IN**2 PHI,DEGREES 6.00 .694E-02 .000 42.00 .694E-02 .000 42.00 .000E+00 .290E+02 102.00 .000E+00 .290E+02 102.00 .000E+00 .310E+02 390.00 .000E+00 .310E+02 390.00 .139E+02 .000 426.00 .139E+02 .000 BOUNDARY AND LOADING CONDITIONS LOADING NUMBER 1 E50 400E-01 400E-01 700E-02 700E-02 BOUNDARY -CONDITION CODE = 1 LATERAL LOAD AT THE PILE HEAD = .251E+05 LBS MOMENT AT THE PILE HEAD = .277E+08 IN-LBS AXIAL LOAD AT THE PILE HEAD = .206E+05 LBS FINITE -DIFFERENCE PARAMETERS NUMBER OF PILE INCREMENTS = 200 DEFLECTION TOLERANCE ON DETERMINATION OF CLOSURE _ .100E-04 IN MAXIMUM NUMBER OF ITERATIONS ALLOWED FOR PILE ANALYSIS = 100 MAXIMUM ALLOWABLE DEFLECTION = .10E+03 IN OUTPUT CODES KOUTPT = 1 KPYOP = 0 INC = 10 O U T P U T I N F O R M A T I O N COMPUTE LOAD -DISTRIBUTION AND LOAD -DEFLECTION CURVES FOR LATERAL LOADING LOADING NUMBER 1 BOUNDARY CONDITION CODE = 1 LATERAL LOAD AT THE PILE HEAD = .251E+05 LBS MOMENT AT THE PILE HEAD = .277E+08 IN-LBS AXIAL LOAD AT THE PILE HEAD = .206E+05 LBS X DEFLECTION MOMENT SHEAR SLOPE TOTAL FLEXURAL SOIL STRESS RIGIDITY REACTION IN IN LBS-IN LBS RAD. LBS/IN**2 LBS-IN**2 LBS/IN 0 .252E+01 .277E+08 .251E+05 -.146E-01 .598E+03 .977E+12 .000E+00 15.6 .230E+01 .281E+08 .251E+05 -.142E-01 .607E+03 .976E+12 -.162E+01 31.2 .208E+01 .285E+08 .250E+05 -.137E-01 .615E+03 .976E+12 -.157E+01 46.8 .187E+01 .289E+08 .247E+05 -.132E-01 .624E+03 .975E+12 -.134E+03 62.4 .167E+01 .292E+08 .193E+05 -.128E-01 .631E+03 .975E+12 -.565E+03 78.0 .147E+01 .294E+08 .704E+04 -.123E-01 .636E+03 .974E+12 -.100E+04 93.6 .128E+01 .294E+08 -.119E+05 -.118E-01 .635E+03 .974E+12 -.142E+04 109.2 .110E+01 .290E+08 -.354E+05 -.114E-01 .628E+03 .975E+12 -.155E+04 124.8 .929E+00 .283E+08 -.620E+05 -.109E-01 .611E+03 .976E+12 -.184E+04 140.4 .762E+00 .271E+08 -.924E+05 -.105E-01 .586E+03 .978E+12 -.205E+04 156.0 .602E+00 .254E+08 -.126E+06 -.100E-01 .549E+03 .980E+12 -.218E+04 171.6 .448E+00 .232E+08 -.160E+06 -.966E-02 .502E+03 .984E+12 -.220E+04 187.2 .300E+00 .204E+08 -.194E+06 -.931E-02 .442E+03 .989E+12 -.211E+04 202.8 .157E+00 .172E+08 -.223E+06 -.902E-02 .373E+03 .996E+12 -.139E+04 218.4 .188E-01 .136E+08 -.235E+06 -.878E-02 .295E+03 .101E+13 -.183E+03 234.0 -.117E+00 .993E+07 -.227E+06 -.860E-02 .217E+03 .102E+13 .125E+04 249.6 -.250E+00 .660E+07 -.197E+06 -.848E-02 .146E+03 .120E+13 .238E+04 265.2 -.382E+00 .384E+07 -.156E+06 -.846E-02 .867E+02 .613E+13 .281E+04 280.8 -.514E+00 .176E+07 -.109E+06 -.845E-02 .422E+02 .613E+13 .316E+04 296.4 -.645E+00 .455E+06 -.577E+05 -.845E-02 .141E+02 .613E+13 .350E+04 312.0 -.777E+00 .000E+00 .000E+00 -.845E-02 .430E+01 .613E+13 .389E+04 OUTPUT VERIFICATION THE MAXIMUM MOMENT IMBALANCE FOR ANY ELEMENT = -.375E-02 IN-LBS THE MAX. LATERAL FORCE IMBALANCE FOR ANY ELEMENT = -.122E-02 LBS OUTPUT SUMMARY PILE -HEAD DEFLECTION = .252E+01 IN COMPUTED SLOPE AT PILE HEAD = -.146E-01 MAXIMUM BENDING MOMENT = .294E+08 LBS-IN MAXIMUM SHEAR FORCE _ -.235E+06 LBS NO. OF ITERATIONS = 27 NO. OF ZERO DEFLECTION POINTS = 1 S U M M A R Y T A B L E BOUNDARY BOUNDARY AXIAL PILE HEAD MAX. MAX. CONDITION CONDITION LOAD DEFLECTION MOMENT SHEAR BC1 BC2 LBS IN IN-LBS LBS 2508E+05 2767E+08 2057E+05 .2522E+01 2945E+08 2354E+06 PJF_Pole (tm) - Monopole Design Program Windows version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description : 129 FT MONOPOLE OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... : Sprint PCS Client: Sprint PCS Status..... : Preliminary Design Revision: Rev. Date M O N O P O L E B A S E P L A T E D E S I G N D E T A I L S Shaft Shape .....: 18 Sided Polygon Stress Increase ...: 1.333 Factor Base Dia, DF ..... 48.000 Inches Base Plate Shape ... Round PT -to -PT, DP ..... 48.740 Inches Min Bolt Circle .. 55.000 Inches Use Bolt Circle .... 55.000 Inches Base Reactions DESIGN USER , Moment ..............: 2305.445 Ft -Kips 2305.445 Ft -Kips Axial Load ........... 20.573 Kips 20.573 Kips Anchor Bolt Details DESIGN USER Number of Bolts ...... 12 12 Bolt Diameter .......: 2.250 Inches 2.250 Inches Bolt Type ...........: 18J ASTM A615 18J ASTM A615 Y-Distance ........... 6 6 Mom. of Inertia ...... 4537.50 In^4 4537.50 In'4 Bolt Tension, T ...... 167.67 Kips 167.67 Kips Allowable Tension .... 194.81 Kips 194.81 Kips Bolt Compression, C .. 169.38 Kips 169.38 Kips Base Plate Details DESIGN USER Plate Moment, MPL .... 592.84 In -Kips 592.84 In -Kips Bend Plane, W .......: 12.70 Inches 12.70 Inches Plate Thickness, t ... 2.304 Inches 2.500 Inches Plate Width .........: 60.250 Inches 61.000 Inches Plate Steel .........: ASTM A633 GR. E 60 KSI) ASTM A633 GR. E (60 KSI) Gross Weight ........: 1862.80 Lbs 2071.90 Lbs Net Weight ..........: 1402.40 Lbs 1572.40 Lbs Allowable Stress ..... 52.79 Ksi 52.79 Ksi Actual Stress .......: 52.79 Ksi 44.83 Ksi Act./Allow Ratio ..... 1.00 0.85 B A S E P L A T E D E S I G N S U M M A R Y USE FOLLOWING SPECIFICATIONS: Plate Thickness ...... 2.500 Inches Number of Bolts ... 12 Plate Width/Diameter : 61.000 Inches (Round) Bolt Circle ....... 55.00 Inches Plate Weight ......... 2.072 Kips Bolt Diameter ..... 2.25 Inches Bolt Type ........: #18J ASTM A615 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description : 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... : Sprint PCS Client: Sprint PCS Status..... : Preliminary Design Revision: Rev. Date S U M M A R Y O F A N A L Y S I S R E S U L T S Pole Height.........: 124.50 ft Top Diameter......... 20.750 in Bottom Diameter.....: 48.000 in Pole Shape..........: 18-Sided Polygon Splice Joint Type...: Taper shaft - Slip Joint Splice Shaft Taper.........: 0.225904 (in/ft) Shaft Steel Weight..: 13.239 kips POLE SHAFT PROPERTIES: Wall Steel Top Bottom Slip Shaft Section Thickness Yield Diameter Diameter Joint Section Length t] [FYI [Dt] Db] Overlap Number (ft) in) (ksi) (in) in) (in) 1----------------- 1. 26.917 0.18750 65 20.750 26.831 42.00 2. 53.000 0.25000 65 25.665 37.638 59.00 3. 53.000 0.31250 65 36.027 48.000 POLE SHAFT SECTION MAXIMUM FORCES AND MOMENTS: At Base of Section ------- Max. Ratio Shaft Wind Wind Radial Sect. Axial Horiz. Bending Actual/ Section Load Speed Ice Elev. Load Shear Moment Allowable Number No. (mph) in) (ft) (kips) (kips) ft-kips) [Ftot/Fb] 1. 1 105.0 0.00 101.08 7.457 14.292 277.091 0.6656 2. 1 105.0 0.00 53.00 12.501 19.281 1115.218 *1.0073 3. 1 105.0 0.00 0.00 20.573 25.083 2305.445 0.9717 MAXIMUM BASE REACTIONS : 20.573 25.083 2305.445 << POLE DEFLECTION AND ROTATION AT TOP AND AT HIGHEST MICROWAVE DISH ELEVATION: Wind Wind Radial Max. Allowable Load Speed Ice Elev Deflection Rotation Rotation Limit No. (mph) (in) Location (ft) (in) deg) (deg) 1. 105.0 0.00 Top 124.50 91.054 6.546 2. 50.0 0.00 Top 124.50 20.596 1.484 Page 1 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description : 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... : Sprint PCS Client: Sprint PCS Status..... : Preliminary Design Revision: Rev. Date Pole Height : 124.5 ft Pole Shape : 18-Sided Polygon Pole Type : Taper shaft - Slip Joint Splice Pole Taper : 0.225904 (in/ft) INPUT TUBE PROPERTIES: Top / Bot Wall Top Bot Slip Tube Splice Tube Tube Thick Steel Diam Diam Joint Sect Elev Elev Length [t] [FYI [Dt] [Db] Overlap No. (ft) (ft) (ft) (in) (ksi) (in) (in) (in) 1. 124.50 97.58 26.917 0.18750 65 20.750 26.831 42.00 2. 101.08 48.08 53.000 0.25000 65 25.665 37.638 59.00 3. 53.00 0.00 53.000 0.31250 65 36.027 48.000 TUBE SECTION PROPERTIES: Diam. Wall Diam/ Tube Section Across Thick Thick Sect Weight Elev Flats [t] [W/t] [D/t] Area Ix No. (kips) Location (ft) (in) (in) Ratio Ratio (in'2) (in"4) 1 1.287 @Top 124.5 20.750 0.1875 17.75 110.67 12.24 653.5 @Splice 101.1 26.040 22.72 138.88 15.38 1298.7 @Bot 97.6 26.831 23.47 143.10 15.86 1421.5 2 4.494 @Top 101.1 25.665 0.2500 16.34 102.66 20.17 1645.2 @Splice 53.0 36.527 24.00 146.11 28.78 4784.5 @Bot 48.1 37.638 24.78 150.55 29.67 5237.5 3 7.459 @Top 53.0 36.027 0.3125 18.56 115.29 35.42 5706.9 @Bot 0.0 48.000 25.32 153.60 47.30 13585.1 Total Shaft Steel Weight = 13.239 kips Page 2 PJF_Pole (tm) - Monopole Design Program Windows version 1.28.0090 Sat Feb 7, 1998 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer TWL Description 129 FT MONOPOLE OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... Sprint PCS Client: Sprint PCS Status..... Preliminary Design Revision: Rev. Date Segment Properties: Max Segment 5 ft ) Diam. Wall Diam/ Tube Segment Segment Across Thick Thick Segmt Feature Elev. Flats t] W/t] D/t] Area Ix No. Location (ft) in) in) Ratio Ratio in'2) in^4) 1. top 124.500 20.750 0.18750 17.75 110.67 12.24 653.5 2. arm [1]> 124.500 20.750 0.18750 17.75 110.67 12.24 653.5 3. arm [2]> 124.500 20.750 0.18750 17.75 110.67 12.24 653.5 4. arm [3]> 124.500 20.750 0.18750 17.75 110.67 12.24 653.5 5. 120.000 21.767 0.18750 18.71 116.09 12.84 755.3 6. 115.000 22.896 0.18750 19.77 122.11 13.51 880.2 7. arm [4]> 115.000 22.896 0.18750 19.77 122.11 13.51 880.2 8. arm [5]> 115.000 22.896 0.18750 19.77 122.11 13.51 880.2 9. 110.000 24.026 0.18750 20.83 128.14 14.19 1018.2 10. 105.000 25.155 0.18750 21.89 134.16 14.86 1169.9 11. top sec(2) 101.083 26.040 0.18750 22.72 138.88 15.38 1298.7 12. 100.000 25.910 0.25000 16.51 103.64 20.36 1693.2 13. bot sec(1) 97.583 26.456 0.25000 16.90 105.82 20.79 1803.6 14. 95.000 27.039 0.25000 17.31 108.16 21.26 1926.8 15. 90.000 28.169 0.25000 18.10 112.67 22.15 2180.9 16. 85.000 29.298 0.25000 18.90 117.19 23.05 2456.5 17. 80.000 30.428 0.25000 19.70 121.71 23.95 2754.3 18. 75.000 31.557 0.25000 20.49 126.23 24.84 3075.2 19. 70.000 32.687 0.25000 21.29 130.75 25.74 3420.2 20. 65.000 33.816 0.25000 22.09 135.27 26.63 3790.1 21. 60.000 34.946 0.25000 22.88 139.78 27.53 4185.7 22. 55.000 36.075 0.25000 23.68 144.30 28.43 4608.0 23. top sec(3) 53.000 36.527 0.25000 24.00 146.11 28.78 4784.5 24. 50.000 36.705 0.31250 18.95 117.46 36.10 6038.0 25. bot sec(2) 48.083 37.138 0.31250 19.19 118.84 36.52 6256.0 26. 45.000 37.834 0.31250 19.58 121.07 37.22 6617.8 27. 40.000 38.964 0.31250 20.22 124.68 38.34 7233.6 28. 35.000 40.093 0.31250 20.86 128.30 39.46 7886.4 29. 30.000 41.223 0.31250 21.50 131.91 40.58 8577.4 30. 25.000 42.352 0.31250 22.13 135.53 41.70 9307.6 31. 20.000 43.482 0.31250 22.77 139.14 42.82 10078.2 32. 15.000 44.611 0.31250 23.41 142.76 43.94 10890.1 33. 10.000 45.741 0.31250 24.05 146.37 45.06 11744.5 34. 5.000 46.870 0.31250 24.68 149.99 46.18 12642.5 35. base 0.000 48.000 0.31250 25.32 153.60 47.30 13585.1 Total Number of Antennas / Arms = 5 Page 3 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description : 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... : Sprint PCS Client: Sprint PCS Status..... : Preliminary Design Revision: Rev. Date ANTENNA AND ARM PROPERTIES AND LOAD DATA: LOAD CASE 1: BASIC WIND VELOCITY = 105.00 mph Arm Load Antenna Antenna Ant Mount. Applic. Arm Ice Area Force Antenna Arm Elev. Elev. Length Load CaAa] gzGhCaAa] Weight No. ft) (ft) ft) Case sf) lbs) lbs) 1] 124.500 133.000 0.0000 No Ice: 0.75 53.27 15.00 Description: 3/4" Lightning Rod qz ] gz][Gh] Gh ] Kz ] psf) psf) 1.69 1.489 No Ice: 42.031 71.033 2] 124.500 126.000 0.0000 No Ice: 61.80 4322.53 180.00 Description: (12) Scala AP18-1900/090D Americell Panel qz ] qz] [Gh] Gh ] Kz ] psf) psf) 1.69 1.466 No Ice: 41.387 69.944 3] 124.500 126.000 0.0000 No Ice: 26.70 1867.50 2831.00 Description: 10-Ft Low -Profile Sectored Mount w/walkway qz ] qz] [Gh] Gh ] Kz ] psf) psf) 1.69 1.466 No Ice: 41.387 69.944 4] 115.000 115.000 0.0000 No Ice: 61.80 4211.18 180.00 Description: (12) Scala AP18-1900/090D Americell Panel qz ] qz] [Gh] Gh ] Kz ] psf) psf) 1.69 1.429 No Ice: 40.321 68.142 5] 115.000 115.000 0.0000 No Ice: 26.70 1819.39 2831.00 Description: 10-Ft Low -Profile Sectored Mount w/walkway qz ] qz] [Gh] Gh ] Kz ] psf) psf) 1.69 1.429 No Ice: 40.321 68.142 Page 4 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description : 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... : Sprint PCS Client: Sprint PCS Status..... : Preliminary Design Revision: Rev. Date POLE SHAFT LOADS: LOAD CASE 1: BASIC WIND VELOCITY = 105.00 mph Design Loads per TIA/EIA-222-F Standard; Gust Factor ........ Gh = 1.69 Pole DL Overload Factor = 1.1 Per TIA/EIA Table 1: Note 3: For all cross sectional shapes, Force Coefficient [Cf] need not exceed 1.2 for any value of C. Where C=sgrt(Kz)*V*D.) Top of Veloc Pole Projected Area Segment Shaft Segment Expos Press Veloc Force Shaft Segment Wind Segment Elev. Coeff qz] Coeff Coeff Ae] Cf Ae] Force Weight ft) Kz] psf) C] Cf] sf) sf) lbs) lbs) 124.500 1.461 41.25 219.49 0.650 0.000 0.000 0.00 0.00 124.500 1.461 41.25 219.49 0.650 0.000 0.000 0.00 0.00 124.500 1.461 41.25 219.49 0.650 0.000 0.000 0.00 0.00 124.500 1.461 41.25 219.49 0.650 0.867 0.564 39.28 22.96 120.000 1.446 40.81 229.03 0.650 8.928 5.803 402.16 236.56 115.000 1.429 40.32 239.46 0.650 7.481 4.863 333.40 198.31 115.000 1.429 40.32 239.46 0.650 0.000 0.000 0.00 0.00 115.000 1.429 40.32 239.46 0.650 1.917 1.246 84.93 50.84 110.000 1.411 39.81 249.68 0.650 9.869 6.415 433.82 261.72 105.000 1.392 39.29 259.68 0.650 10.340 6.721 448.62 274.30 101.083 1.377 38.86 267.36 0.650 6.429 4.179 275.89 375.22 100.000 1.373 38.74 265.62 0.650 4.318 2.807 184.04 152.42 97.583 1.363 38.47 270.27 0.650 4.394 2.856 186.11 155.10 95.000 1.353 38.18 275.17 0.650 6.732 4.376 283.16 237.69 90.000 1.332 37.59 284.46 0.650 11.596 7.537 481.84 409.56 85.000 1.310 36.98 293.46 0.650 12.066 7.843 493.46 426.33 80.000 1.288 36.35 302.15 0.650 12.537 8.149 504.10 443.11 75.000 1.264 35.69 310.49 0.650 13.008 8.455 513.71 459.88 70.000 1.240 34.99 318.45 0.650 13.478 8.761 522.18 476.65 65.000 1.214 34.26 325.98 0.650 13.949 9.067 529.41 493.43 60.000 1.186 33.48 333.04 0.650 14.420 9.373 535.27 510.20 55.000 1.157 32.66 339.56 0.650 14.890 9.679 539.61 526.98 53.000 1.145 32.32 341.99 0.650 6.067 3.944 215.95 752.59 50.000 1.126 31.78 340.81 0.650 9.148 5.946 321.17 404.06 48.083 1.114 31.43 342.91 0.650 3.087 2.007 107.10 136.36 45.000 1.093 30.84 346.05 0.650 12.536 8.148 428.64 553.85 40.000 1.057 29.82 350.43 0.650 16.094 10.461 534.46 711.18 35.000 1.017 28.70 353.78 0.650 16.564 10.767 530.50 732.14 30.000 1.000 28.22 360.70 0.650 17.035 11.073 529.05 753.11 25.000 1.000 28.22 370.58 0.650 17.506 11.379 542.75 774.08 20.000 1.000 28.22 380.47 0.650 17.976 11.685 557.34 795.04 15.000 1.000 28.22 390.35 0.650 18.447 11.990 571.93 816.01 10.000 1.000 28.22 400.23 0.650 18.918 12.296 586.52 836.98 5.000 1.000 28.22 410.12 0.650 19.388 12.602 601.11 857.94 1.000 1.000 28.22 418.02 0.650 15.849 10.302 491.40 701.45 Summation TOTAL = 12808.89 14536.08 END LOAD CASE 1 POLE SHAFT LOADS Page 5 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description : 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... : Sprint PCS Client: Sprint PCS Status..... : Preliminary Design Revision: Rev. Date POLE SHAFT SEGMENTS -- AXIAL AND SHEAR FORCES: LOAD CASE 1: BASIC WIND VELOCITY = 105.00 mph Cumulative Cumulative Tube Segment Axial Axial Horiz. Horiz. Segment Elevation Load Load Shear Shear No. ft) kips) kips) kips) kips) 1. 124.500 0.000 0.000 0.000 0.000 2. 124.500 0.015 0.015 0.053 0.053 3. 124.500 0.180 0.195 4.323 4.376 4. 124.500 2.854 3.049 1.907 6.283 5. 120.000 0.237 3.286 0.402 6.685 6. 115.000 0.198 3.484 0.333 7.018 7. 115.000 0.180 3.664 4.211 11.229 8. 115.000 2.882 6.546 1.904 13.134 9. 110.000 0.262 6.807 0.434 13.567 10. 105.000 0.274 7.082 0.449 14.016 11. 101.083 0.375 7.457 0.276 14.292 12. 100.000 0.152 7.609 0.184 14.476 13. 97.583 0.155 7.764 0.186 14.662 14. 95.000 0.238 8.002 0.283 14.945 15. 90.000 0.410 8.412 0.482 15.427 16. 85.000 0.426 8.838 0.493 15.921 17. 80.000 0.443 9.281 0.504 16.425 18. 75.000 0.460 9.741 0.514 16.938 19. 70.000 0.477 10.218 0.522 17.461 20. 65.000 0.493 10.711 0.529 17.990 21. 60.000 0.510 11.221 0.535 18.525 22. 55.000 0.527 11.748 0.540 19.065 23. 53.000 0.753 12.501 0.216 19.281 24. 50.000 0.404 12.905 0.321 19.602 25. 48.083 0.136 13.041 0.107 19.709 26. 45.000 0.554 13.595 0.429 20.138 27. 40.000 0.711 14.306 0.534 20.672 28. 35.000 0.732 15.038 0.531 21.203 29. 30.000 0.753 15.792 0.529 21.732 30. 25.000 0.774 16.566 0.543 22.274 31. 20.000 0.795 17.361 0.557 22.832 32. 15.000 0.816 18.177 0.572 23.404 33. 10.000 0.837 19.014 0.587 23.990 34. 5.000 0.858 19.872 0.601 24.591 35. 1.000 0.701 20.573 0.491 25.083 Base 0.000 20.573 25.083 END LOAD CASE 1 -- AXIAL AND SHEAR FORCE Page 6 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... Sprint PCS Client: Sprint PCS Status..... Preliminary Design Revision: Rev. Date POLE SHAFT SEGMENTS -- MOMENTS and DEFLECTIONS: LOAD CASE 1: BASIC WIND VELOCITY = 105.00 mph MOMENTS ft-kips) DEFLECTIONS (inch)-------] Segmnt From From From No Total W/ Total Elev Ant/ Shaft P-Delta Total P-Delta P-Delta Rotation ft) Arm Wind Effects Moment Effects Effects deg) 124.50 9.738 0.000 0.000 9.738 87.385 91.054 6.546 124.50 9.738 0.000 0.000 9.738 87.385 91.054 6.546 124.50 9.738 0.000 0.000 9.738 87.385 91.054 6.546 124.50 9.738 0.000 0.011 9.749 86.727 90.366 6.546 120.00 37.833 0.974 1.809 40.617 80.159 83.499 6.501 115.00 69.049 4.012 3.333 76.394 74.954 78.058 6.399 115.00 69.049 4.012 3.333 76.394 74.954 78.058 6.399 115.00 69.049 4.012 3.743 76.805 73.666 76.712 6.399 110.00 130.419 9.172 7.427 147.018 67.306 70.064 6.232 105.00 191.788 16.532 11.133 219.453 61.151 63.633 5.995 101.08 239.861 23.876 13.354 277.091 57.578 59.901 5.771 100.00 253.158 26.154 14.864 294.176 55.263 57.482 5.717 97.58 282.820 31.624 16.383 330.826 52.984 55.102 5.594 95.00 314.527 38.075 18.661 371.263 49.644 51.616 5.456 90.00 375.896 52.391 22.458 450.746 44.295 46.034 5.172 85.00 437.266 69.140 26.228 532.633 39.241 40.762 4.870 80.00 498.635 88.378 29.943 616.956 34.494 35.814 4.556 75.00 560.005 110.155 33.579 703.739 30.067 31.202 4.234 70.00 621.374 134.519 37.111 793.004 25.966 26.933 3.906 65.00 682.743 161.509 40.514 884.766 22.196 23.010 3.575 60.00 744.113 191.158 43.763 979.034 18.758 19.436 3.242 55.00 805.482 223.492 46.833 1075.808 15.654 16.212 2.910 53.00 830.030 237.183 48.006 1115.218 14.506 15.020 2.777 50.00 866.852 258.525 49.786 1175.162 12.877 13.329 2.606 48.08 890.377 272.660 50.372 1213.408 12.352 12.784 2.500 45.00 928.221 296.228 52.623 1277.072 10.385 10.745 2.330 40.00 989.590 336.617 55.279 1381.487 8.168 8.447 2.057 35.00 1050.960 379.672 57.727 1488.359 6.225 6.434 1.787 30.00 1112.329 425.370 59.939 1597.638 4.552 4.702 1.520 25.00 1173.698 473.739 61.888 1709.326 3.146 3.248 1.257 20.00 1235.068 524.851 63.547 1823.466 2.003 2.067 0.998 15.00 1296.437 578.779 64.888 1940.104 1.121 1.157 0.742 10.00 1357.807 635.595 65.882 2059.284 0.496 0.511 0.491 5.00 1419.176 695.373 66.500 2181.050 0.123 0.127 0.243 0.00 1480.546 758.186 66.713 2305.445 0.000 0.000 0.000 END LOAD CASE 1 MOMENTS AND DEFLECTIONS Page 7 PJF_Pole tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer TWL Description : 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... Owner...... Sprint PCS Client: Sprint PCS Status..... Preliminary Design Revision: Rev. Date POLE SHAFT SEGMENTS ACTUAL VS. ALLOWABLE STRESSES: LOAD CASE 1: BASIC WIND VELOCITY = 105.00 mph Note: Per TIA/EIA Sec. 3.1.1.1: Allow a 1/3 stress increase for poles under 700 feet in height. The allowable stresses shown include the factor of 1.333 ACTUAL STRESSES Allow. Actual/ Segmnt Bending Axial Torsion Shear Combined Stress Allowable Elev fb] fa] ft] fv] Ftot] Fb] Ftot/Fb] ft) ksi) ksi) ksi) ksi) ksi) ksi) Ratio 124.50 1.884 0.000 0.000 0.000 1.884 52.00 0.0362 124.50 1.884 0.001 0.004 0.009 1.885 52.00 0.0363 124.50 1.884 0.016 0.356 0.714 2.654 52.00 0.0510 124.50 1.886 0.249 0.508 1.024 3.407 52.00 0.0655 120.00 7.132 0.256 0.461 1.039 7.831 52.00 0.1506 115.00 12.107 0.258 0.417 1.036 12.618 52.00 0.2427 115.00 12.107 0.271 0.727 1.658 13.049 52.00 0.2509 115.00 12.172 0.484 0.861 1.939 13.554 52.00 0.2607 110.00 21.136 0.480 0.781 1.908 22.112 52.00 0.4252 105.00 28.750 0.477 0.712 1.882 29.570 52.00 0.5686 101.08 33.850 0.485 0.664 1.854 34.610 52.00 0.6656 100.00 27.426 0.374 0.506 1.419 27.998 52.00 0.5384 97.58 29.565 0.373 0.485 1.407 30.117 52.00 0.5792 95.00 31.743 0.376 0.464 1.403 32.281 52.00 0.6208 90.00 35.470 0.380 0.427 1.390 35.987 52.00 0.6921 85.00 38.704 0.383 0.395 1.378 39.208 52.00 0.7540 80.00 41.526 0.388 0.366 1.369 42.021 52.00 0.8081 75.00 43.998 0.392 0.340 1.361 44.487 52.00 0.8555 70.00 46.173 0.397 0.316 1.354 46.660 52.00 0.8973 65.00 48.095 0.402 0.295 1.348 48.581 52.00 0.9342 60.00 49.799 0.408 0.277 1.343 50.285 52.00 0.9670 55.00 51.314 0.413 0.259 1.338 51.801 52.00 0.9962 54.00 51.596 0.414 0.256 1.337 52.084 52.00 1.0016 53.00 51.873 0.434 0.253 1.337 52.379 52.00 1.0073 50.00 43.524 0.358 0.201 1.084 43.938 52.00 0.8450 48.08 43.886 0.357 0.196 1.077 44.298 52.00 0.8519 45.00 44.483 0.365 0.189 1.080 44.902 52.00 0.8635 40.00 45.337 0.373 0.178 1.076 45.762 52.00 0.8800 35.00 46.100 0.381 0.168 1.072 46.531 52.00 0.8948 30.00 46.780 0.389 0.159 1.069 47.217 52.00 0.9080 25.00 47.388 0.397 0.151 1.066 47.831 52.00 0.9198 20.00 47.932 0.405 0.143 1.064 48.383 52.00 0.9304 15.00 48.422 0.414 0.136 1.063 48.880 52.00 0.9400 10.00 48.864 0.422 0.129 1.062 49.329 52.00 0.9486 5.00 49.264 0.430 0.123 1.063 49.737 52.00 0.9565 0.00 49.629 0.435 0.117 1.058 50.105 51.56 0.9717 END LOAD CASE 1 ACTUAL VS. ALLOWABLE STRESSES Page 8 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description : 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... : Sprint PCS Client: Sprint PCS Status..... : Preliminary Design Revision: Rev. Date ANTENNA AND ARM PROPERTIES AND LOAD DATA: LOAD CASE 2: BASIC WIND VELOCITY = 50.00 mph Arm Load Antenna Antenna Ant Mount. Applic. Arm Ice Area Force Antenna Arm Elev. Elev. Length Load CaAa] gzGhCaAa] Weight No. ft) (ft) ft) Case sf) lbs) lbs) 1] 124.500 133.000 0.0000 No Ice: 0.75 12.08 15.00 Description: 3/4" Lightning Rod qz ] qz] [Gh] Gh ] Kz ] psf) psf) 1.69 1.489 No Ice: 9.531 16.107 2] 124.500 126.000 0.0000 No Ice: 61.80 980.17 180.00 Description: (12) Scala AP18-1900/090D Americell Panel qz ] qz] [Gh] Gh ] Kz ] psf) psf) 1.69 1.466 No Ice: 9.385 15.860 3] 124.500 126.000 0.0000 No Ice: 26.70 423.47 2831.00 Description: 10-Ft Low -Profile Sectored Mount w/walkway qz ] qz] [Gh] Gh ] Kz ] psf) psf) 1.69 1.466 No Ice: 9.385 15.860 4] 115.000 115.000 0.0000 No Ice: 61.80 954.92 180.00 Description: (12) Scala AP18-1900/090D Americell Panel qz ] qz] [Gh] Gh ] Kz ] psf) psf) 1.69 1.429 No Ice: 9.143 15.452 5] 115.000 115.000 0.0000 No Ice: 26.70 412.56 2831.00 Description: 10-Ft Low -Profile Sectored Mount w/walkway qz ] qz] [Gh] Gh ] Kz ] psf) psf) 1.69 1.429 No Ice: 9.143 15.452 Page 9 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... Owner...... Sprint PCS Client: Sprint PCS Status..... Preliminary Design Revision: Rev. Date POLE SHAFT LOADS: LOAD CASE 2: BASIC WIND VELOCITY = 50.00 mph Design Loads per TIA/EIA-222-F Standard; Gust Factor ........ Gh = 1.69 Pole DL Overload Factor = 1.1 Per TIA/EIA Table 1: Note 3: For all cross sectional shapes, Force Coefficient [Cf] need not exceed 1.2 for any value of C. Where C=sgrt(Kz)*V*D.) Top of Veloc Pole Projected Area Segment Shaft Segment Expos Press Veloc Force Shaft Segment Wind Segment Elev. Coeff qz] Coeff Coeff Ae] Cf Ae] Force Weight f t) Kz] psf) C] Cf] sf) sf) lbs) lbs) 124.500 1.461 9.35 104.52 0.650 0.000 0.000 0.00 0.00 124.500 1.461 9.35 104.52 0.650 0.000 0.000 0.00 0.00 124.500 1.461 9.35 104.52 0.650 0.000 0.000 0.00 0.00 124.500 1.461 9.35 104.52 0.650 0.867 0.564 8.91 22.96 120.000 1.446 9.25 109.06 0.650 8.928 5.803 91.19 236.56 115.000 1.429 9.14 114.03 0.650 7.481 4.863 75.60 198.31 115.000 1.429 9.14 114.03 0.650 0.000 0.000 0.00 0.00 115.000 1.429 9.14 114.03 0.650 1.917 1.246 19.26 50.84 110.000 1.411 9.03 118.89 0.650 9.869 6.415 98.37 261.72 105.000 1.392 8.91 123.66 0.650 10.340 6.721 101.73 274.30 101.083 1.377 8.81 127.32 0.650 6.429 4.179 62.56 375.22 100.000 1.373 8.79 126.48 0.650 4.318 2.807 41.73 152.42 97.583 1.363 8.72 128.70 0.650 4.394 2.856 42.20 155.10 95.000 1.353 8.66 131.03 0.650 6.732 4.376 64.21 237.69 90.000 1.332 8.52 135.46 0.650 11.596 7.537 109.26 409.56 85.000 1.310 8.39 139.74 0.650 12.066 7.843 111.89 426.33 80.000 1.288 8.24 143.88 0.650 12.537 8.149 114.31 443.11 75.000 1.264 8.09 147.85 0.650 13.008 8.455 116.49 459.88 70.000 1.240 7.93 151.64 0.650 13.478 8.761 118.41 476.65 65.000 1.214 7.77 155.23 0.650 13.949 9.067 120.05 493.43 60.000 1.186 7.59 158.59 0.650 14.420 9.373 121.38 510.20 55.000 1.157 7.41 161.69 0.650 14.890 9.679 122.36 526.98 53.000 1.145 7.33 162.85 0.650 6.067 3.944 48.97 752.59 50.000 1.126 7.21 162.29 0.650 9.148 5.946 72.83 404.06 48.083 1.114 7.13 163.29 0.650 3.087 2.007 24.29 136.36 45.000 1.093 6.99 164.78 0.650 12.536 8.148 97.20 553.85 40.000 1.057 6.76 166.87 0.650 16.094 10.461 121.19 711.18 35.000 1.017 6.51 168.47 0.650 16.564 10.767 120.30 732.14 30.000 1.000 6.40 171.76 0.650 17.035 11.073 119.97 753.11 25.000 1.000 6.40 176.47 0.650 17.506 11.379 123.07 774.08 20.000 1.000 6.40 181.17 0.650 17.976 11.685 126.38 795.04 15.000 1.000 6.40 185.88 0.650 18.447 11.990 129.69 816.01 10.000 1.000 6.40 190.59 0.650 18.918 12.296 133.00 836.98 5.000 1.000 6.40 195.29 0.650 19.388 12.602 136.31 857.94 1.000 1.000 6.40 199.06 0.650 15.849 10.302 111.43 701.45 Summation TOTAL = 2904.51 14536.08 END LOAD CASE 2 POLE SHAFT LOADS Page 10 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description : 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... : Sprint PCS Client: Sprint PCS Status..... : Preliminary Design Revision: Rev. Date POLE SHAFT SEGMENTS -- AXIAL AND SHEAR FORCES: LOAD CASE 2: BASIC WIND VELOCITY = 50.00 mph Cumulative Cumulative Tube Segment Axial Axial Horiz. Horiz. Segment Elevation Load Load Shear Shear No. ft) kips) kips) kips) kips) 1. 124.500 0.000 0.000 0.000 0.000 2. 124.500 0.015 0.015 0.012 0.012 3. 124.500 0.180 0.195 0.980 0.992 4. 124.500 2.854 3.049 0.432 1.425 5. 120.000 0.237 3.286 0.091 1.516 6. 115.000 0.198 3.484 0.076 1.591 7. 115.000 0.180 3.664 0.955 2.546 8. 115.000 2.882 6.546 0.432 2.978 9. 110.000 0.262 6.807 0.098 3.077 10. 105.000 0.274 7.082 0.102 3.178 11. 101.083 0.375 7.457 0.063 3.241 12. 100.000 0.152 7.609 0.042 3.283 13. 97.583 0.155 7.764 0.042 3.325 14. 95.000 0.238 8.002 0.064 3.389 15. 90.000 0.410 8.412 0.109 3.498 16. 85.000 0.426 8.838 0.112 3.610 17. 80.000 0.443 9.281 0.114 3.724 18. 75.000 0.460 9.741 0.116 3.841 19. 70.000 0.477 10.218 0.118 3.959 20. 65.000 0.493 10.711 0.120 4.079 21. 60.000 0.510 11.221 0.121 4.201 22. 55.000 0.527 11.748 0.122 4.323 23. 53.000 0.753 12.501 0.049 4.372 24. 50.000 0.404 12.905 0.073 4.445 25. 48.083 0.136 13.041 0.024 4.469 26. 45.000 0.554 13.595 0.097 4.566 27. 40.000 0.711 14.306 0.121 4.688 28. 35.000 0.732 15.038 0.120 4.808 29. 30.000 0.753 15.792 0.120 4.928 30. 25.000 0.774 16.566 0.123 5.051 31. 20.000 0.795 17.361 0.126 5.177 32. 15.000 0.816 18.177 0.130 5.307 33. 10.000 0.837 19.014 0.133 5.440 34. 5.000 0.858 19.872 0.136 5.576 35. 1.000 0.701 20.573 0.111 5.688 Base 0.000 20.573 5.688 END LOAD CASE 2 -- AXIAL, AND SHEAR FORCE Page 11 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description : 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... : Sprint PCS Client: Sprint PCS Status..... : Preliminary Design Revision: Rev. Date POLE SHAFT SEGMENTS -- MOMENTS and DEFLECTIONS: LOAD CASE 2: BASIC WIND VELOCITY = 50.00 mph MOMENTS ft-kips)---------] DEFLECTIONS (inch)-------] Segmnt From From From No Total W/ Total Elev Ant/ Shaft P-Delta Total P-Delta P-Delta Rotation ft) Arm Wind Effects Moment Effects Effects deg) 124.50 2.208 0.000 0.000 2.208 19.772 20.596 1.484 124.50 2.208 0.000 0.000 2.208 19.772 20.596 1.484 124.50 2.208 0.000 0.000 2.208 19.772 20.596 1.484 124.50 2.208 0.000 0.003 2.211 19.624 20.441 1.484 120.00 8.579 0.221 0.409 9.208 18.140 18.890 1.474 115.00 15.657 0.910 0.753 17.320 16.964 17.662 1.451 115.00 15.657 0.910 0.753 17.320 16.964 17.662 1.451 115.00 15.657 0.910 0.845 17.413 16.673 17.358 1.451 110.00 29.573 2.080 1.677 33.331 15.236 15.856 1.413 105.00 43.489 3.749 2.515 49.753 13.845 14.403 1.359 101.08 54.390 5.414 3.016 62.821 13.037 13.560 1.308 100.00 57.405 5.931 3.358 66.694 12.513 13.013 1.296 97.58 64.131 7.171 3.701 75.003 11.998 12.475 1.268 95.00 71.321 8.634 4.216 84.171 11.243 11.687 1.237 90.00 85.237 11.880 5.075 102.192 10.033 10.425 1.173 85.00 99.153 15.678 5.927 120.759 8.889 9.232 1.104 80.00 113.069 20.040 6.768 139.877 7.815 8.113 1.033 75.00 126.985 24.979 7.591 159.555 6.813 7.069 0.960 70.00 140.901 30.503 8.390 179.795 5.884 6.103 0.886 65.00 154.817 36.623 9.161 200.601 5.030 5.214 0.811 60.00 168.733 43.346 9.897 221.976 4.252 4.405 0.735 55.00 182.649 50.679 10.592 243.920 3.548 3.675 0.660 53.00 188.215 53.783 10.858 252.856 3.288 3.404 0.630 50.00 196.565 58.622 11.261 266.449 2.919 3.021 0.591 48.08 201.899 61.828 11.394 275.121 2.800 2.898 0.567 45.00 210.481 67.172 11.904 289.557 2.354 2.436 0.528 40.00 224.397 76.330 12.506 313.234 1.852 1.915 0.466 35.00 238.313 86.093 13.061 337.467 1.411 1.459 0.405 30.00 252.229 96.456 13.563 362.247 1.032 1.066 0.345 25.00 266.145 107.424 14.004 387.573 0.713 0.736 0.285 20.00 280.061 119.014 14.381 413.455 0.454 0.469 0.226 15.00 293.977 131.242 14.685 439.904 0.254 0.262 0.168 10.00 307.893 144.126 14.910 466.929 0.112 0.116 0.111 5.00 321.809 157.681 15.050 494.540 0.028 0.029 0.055 0.00 335.725 171.924 15.098 522.747 0.000 0.000 0.000 END LOAD CASE 2 MOMENTS AND DEFLECTIONS )------------------------ Page 12 PJF_Pole (tm) - Monopole Design Program Windows Version 1.28.0090 Sat Feb 7, 1998 - 7:11:40 am c) 1993 to 1997 PAUL J. FORD AND COMPANY, Columbus, Ohio Licensed to FWT, Inc., Fort Worth, Texas Job No......: 16158 Design No: M98-0275 Engineer : TWL Description : 129 FT MONOPOLE - OR03XC056, FLEA WORLD, SANFORD, SEMINOLE CO., FL Design..... . Owner...... : Sprint PCS Client: Sprint PCS Status..... : Preliminary Design Revision: Rev. Date POLE SHAFT SEGMENTS -- ACTUAL VS. ALLOWABLE STRESSES: LOAD CASE 2: BASIC WIND VELOCITY = 50.00 mph Note: Per TIA/EIA Sec. 3.1.1.1: Allow a 1/3 stress increase for poles under 700 feet in height. The allowable stresses shown include the factor of 1.333 ACTUAL STRESSES ---------------] Allow. Actual/ Segmnt Bending Axial Torsion Shear Combined Stress Allowable Elev fb] fa] ft] fv] Ftot] Fb] Ftot/Fb] ft) ksi) ksi) ksi) ksi) ksi) ksi) Ratio 124.50 0.427 0.000 0.000 0.000 0.427 52.00 0.0082 124.50 0.427 0.001 0.001 0.002 0.428 52.00 0.0082 124.50 0.427 0.016 0.081 0.162 0.611 52.00 0.0117 124.50 0.428 0.249 0.115 0.232 0.906 52.00 0.0174 120.00 1.617 0.256 0.105 0.236 1.963 52.00 0.0378 115.00 2.745 0.258 0.094 0.235 3.056 52.00 0.0588 115.00 2.745 0.271 0.165 0.376 3.158 52.00 0.0607 115.00 2.760 0.484 0.195 0.440 3.425 52.00 0.0659 110.00 4.792 0.480 0.177 0.433 5.376 52.00 0.1034 105.00 6.518 0.477 0.161 0.427 7.068 52.00 0.1359 101.08 7.674 0.485 0.151 0.420 8.219 52.00 0.1581 100.00 6.218 0.374 0.115 0.322 6.635 52.00 0.1276 97.58 6.703 0.373 0.110 0.319 7.115 52.00 0.1368 95.00 7.197 0.376 0.105 0.318 7.608 52.00 0.1463 90.00 8.042 0.380 0.097 0.315 8.452 52.00 0.1625 85.00 8.775 0.383 0.089 0.313 9.185 52.00 0.1766 80.00 9.415 0.388 0.083 0.310 9.826 52.00 0.1890 75.00 9.975 0.392 0.077 0.309 10.389 52.00 0.1998 70.00 10.469 0.397 0.072 0.307 10.885 52.00 0.2093 65.00 10.905 0.402 0.067 0.306 11.325 52.00 0.2178 60.00 11.291 0.408 0.063 0.304 11.716 52.00 0.2253 55.00 11.634 0.413 0.059 0.303 12.064 52.00 0.2320 53.00 11.761 0.434 0.057 0.303 12.211 52.00 0.2348 50.00 9.868 0.358 0.046 0.246 10.238 52.00 0.1969 48.08 9.950 0.357 0.045 0.244 10.320 52.00 0.1985 45.00 10.086 0.365 0.043 0.245 10.463 52.00 0.2012 40.00 10.280 0.373 0.040 0.244 10.664 52.00 0.2051 35.00 10.453 0.381 0.038 0.243 10.845 52.00 0.2086 30.00 10.607 0.389 0.036 0.242 11.007 52.00 0.2117 25.00 10.745 0.397 0.034 0.242 11.152 52.00 0.2145 20.00 10.868 0.405 0.032 0.241 11.284 52.00 0.2170 15.00 10.979 0.414 0.031 0.241 11.403 52.00 0.2193 10.00 11.080 0.422 0.029 0.241 11.511 52.00 0.2214 5.00 11.170 0.430 0.028 0.241 Ll.610 52.00 0.223.3--. J'30.00 11.253 0.435 0.027 0.240 11.697 51.56 67.2i268 END LOAD CASE 2 ACTUAL VS. ALLOWABLE STRESSES ij • COMMUNICATIONS CORP. ACQUISITION • DESIGN • CONSTRUCTION 3/ 18/98 City of Sanford Building Department 300 N Park Ave. Sanford, FI. 32771 407) 330-5659 Re: Change of Contractor To whom it may concern: Please accept this letter as notification of a change in Contractors for permit # 98- 0001067 located at 4175 Orlando Dr., Sanford, Fl., issued on 3/02/98. M J Anderson Construction Corp. requests a full refund from the fees paid for the above referenced permit. M J Anderson Construction Corp. will be turning over the permit and construction of the site to Carrick Contracting Corp., license # CGC0551 15. If you have any further questions, please feel free to contact me at (407) 875-1014. Thank You, P Ali beth K. McPeek Signature of Authorized Agent) rsonally Known J. JOHN BARKER MY COMMISSION 0 CC418266 EXPIRES a ' NWW1W 2.1998 ofA r' BONDED THRU TROY FAIN INSURANCE. INC. 2700 Westhall Lane, Suite 120, Maitland, Florida 32751 Phone: (407) 875-1014 • Fax: (407) 875-1152 M. J. Anderson Construction Corp. • CGCA04055 O`er- 77S CITY OF SANFORD INSPECTION RECORD PERMIT No Q + offirl DATE ISSUED42 W 2 r OWNER WORK DESCRIPTION LEGAL FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. PLEASE CALL 330-5659,FOR THE REQUIRED INSPECTIONS CONTRACTOR.MrA STATE No. CONSTRUCTION MECH. CONTR. FOOTINGS/SETBACKS SLAB LINTEL FRAMING ROUGH -IN _ FINAL PLUMB. CONTR. ROUGH -IN TUB SET SEWER LINE FINAL MISC. INSPECTIONS DRIVEWAY INSULATION OTHER FINAL _ ___ ROOF DECKING FIREWALL ELEC. CONTR. TEMP. POLE ROUGH•IN FINAL THIS CARD SHALL BE DISPLAYED ON STREET SIDE OF LOT AND IS NOT TO BE REMOVED UNTIL WORK IS COMPLETED. ROOF COVERING Providing the person accepting this permit shall In every respect conform to the terms of the application on file in the Building Inspector's Office. and to the provisions of the Statutes and Ordinances regulating the Cnnatruetion of Buildings In the City of Sanford. Any violation of the terms above stated immediately revokes this Permit. Succeeding stages of work shall not commenceuntil Inspections havebeen msde and noted above. Temporary Sanitary Facility must be provided prior to commencement. 4111 %, 0 AA QU0100%, f456]x,_,_1 BUILDING OFFICIAL CITY OF SANFORD INSPECTIONS ate' BUILDING PERMITS 24 HOUR NOTICE REQUIRED 300 N PARK AV - FOR ALL INSPECTIONS SANFORD, FL, 32771 PHONE (407) 330-5659 0------------------------------------------------------------- Application Number . . . - . 98-00001067 Date 3/02/98 Property Address . . . . . . 4175 ORLANDO DR Parcel Number . . . . . . . . 14-20-30-300-0220-0000 1707 Application description . . . TOWER INSTALLATION Subdivision Name . . . . . . ACREAGE PARCELS Property Use . . . . . . . . AUTO SALES Property Zoning . . . . . . . GENERAL COMMERCIAL Application valuation . . . . 80000 Owner Contractor BISHOP WILLIAM L & ELDEGARD M J ANDERSON CONSTRUCTION CORP 850 DYSON DR 11382 PROSPERITY FARMS RD WINTER SPRINGS FL 32708 STE 130 PALM BEACH GARDENS FL 33410 407) 627-4744 Permit . . . . . . BUIDLING PERMIT - OTHER Additional desc . . Permit Fee . . . . 345.00 Plan Check Fee .00 Issue Date . . . . 3/02/98 Valuation . . . . 80000 Expiration Date . . 8/29/98 Qty Unit Charge Per Extension BASE FEE 25.00 80.00 4.0000 THOU BLDG PERMIT - ORD 3123-8/10/92 320.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 10.00 01-FIRE INSPECT -NEW CONST 25.00 Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total Charged 345.00 00 35.00 380.00 Paid 00 00 00 00 Credited 00 00 00 00 Due 345.00 00 5.00 380.00 9 K—) 0 ( c,7- 8 P FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT W7 THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPRQ9910 t2?ge 03 Receipt O000568 NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEII S 1303 NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE IQI"o Print Key Output Page 1 5769SS1 V4R1M0 970829 SANFORD 03/20/98 14:13:44 Display Device . . . . . . BPCENTER User . . . . . . . . ELLENBURG BP502I03 Inspection Inquiry0F Inspe ion Selection 14 13 44 fi Property address . . . . . . 4175 ORLANDO DR f Parcel Number . . . . . . . . 14.20.30.300-0220-0000 1707 Application number . . . . . 98 00001067 Application type . . . . . . TOWER INSTALLATION Type options, press Enter. 1=Select it Opt Str/Seq Pmt/Seq Inspection Type `Seq I. R sult/Date No inspections found) F3=Exit F11=View 2 F12=Cancel Print Key Output 5769SS1 V4R1MO 970829 SANFORD Display Device . . . . . . BPCENTER User . . . . . . . . . . . ELLENBURG BP200IO1 CITY OF SANFORD Application Inquiry Page 1 03/20/98 14:13:56 Application number . . . . . : 98 00001067 Application status, date . . : APPROVED 2/24/98 Property . . . . . . . . . . : 4175 ORLANDO DR Land key location ID . . . . : 14.20.30.300-0220-0000 1707 Alternate location ID . . . . Subdivision . . . . . . . . : ACREAGE PARCELS Zoning . . . . . . . . . . . : GC2 GENERAL COMMERCIAL Application type . . . . . . : TOWR TOWER INSTALLATION Application date . . . . . . . 2/24/98 Tenant nbr, name . . . . . . . Master plan nbr, revwd by . . 138 Estimated valuation . . . . . 80000 Total square footage . . . . . 0 Public building . . . . . . . NO Work description, qty . . . . 3/20/98 14:13:55 Press Enter to continue. IF3=Exit F5=Land inq F7=Appl names F8=Tracking inq F9=Bond inquiry F10=Fees F11=Receipts F12=Cancel F13=Val calcs F24=More keys CITY OF SANFORD PERNUT APPLICATION Permit No.: `/ ' l J 4 „ Date: Job Address: Permit Type: ) / Building 497 Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: 3:: f` e- Ab ° r Al 2—etayy c- YS IS 41 v1 f Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service Temporary Pole _New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration Plumbing/Commercial: Number of Fixtures New Construction (One Closet Plus Number of Water & Sewer Drainage Lines Additional) Number of Gas Lines Occupancy Type: _Residential Xcommercial _ Industrial Total Sq Ftg: Value of Work: $ al-0- 00 Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: pp to Parcel No.: ((Attach Proof of Ownership & Legal Description) SOwner/Address/Phone: '/` 2 C S , Or n C _ 1/G' . ` " / % ' 2- 2.2 3 s Contractor/Address/Phone: hOWI ,f- O1yy d State License Number: Contact Person: 4 ('( l \ \ CL 5j Phone & Fax Number:3 6-,2 L-Z % %7 Z .2 - o iL: j ( kJTitle Holder (If other than Owner): , v Address: k Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer Address: Phone No.: Fax No.: 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 wil! 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. 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 #ie public records of this county, and there may be additional permits required from other governmental entities such as water m4nagement districts, state agencies, or federal agencies. permit is verification that I will notify the owner of the p: Date r13 Owner/ Agent's Name Print Contractor/Agent's Name a A-y\,-, nA / 1 /t) ol Lure of 'Kotary-StW of Florida to ature of Notary -State o lorida Date RV PL R'1••b /` JO ANN M. JOHNSON JOANNM. JOHNSON L MY COMMISSION q CC 921608 h1YCOMMISSIONaCC921808 ` EXPIRES: March 23, 2004 EXPIRES: March 23, lFOFfldr° Ontle/ 2004 , IP OPT Berindd ihru Budget Notary Services TaruBudOC/l qet Notary Services -- Owner/ Agent is PersonalKrrov Zb Con ctor/Agent isF _Personally Known tSMe or Produced ID rL l-)L"- -2- `i' Produced ID -OL. )S l Z -7 2 I1 0 APPLICATION APPROVED BY: y < ` Date: Special Conditions:5 V h k15- o Yr,r. TE 2: j 9 gFFIC ARROWS AREA BE LEAD FREE. G ono N SOLVENT BASED oRMOPLASTICS. lO. r vzz xx t TO BE USEDSTINGFOR IRRIGATION r, LA I SECURITY FENCE COVERED. N PROPOSED AUTOMOBILE DEALERSHIP o ,G. AND SERVICE GARAGE h Y N Q C A APRON 3 A,M - APStDSTAtL PLANTERS J Li' 0.' +< r aor _ PLANTER Ri TY F 4rw I J TYPE"O" CURB MODIFIED yfDQpIC B TYPE TYPE"D" CURB r F_ 0 GRADE 5' -10 1 /2" B r--- , 2-032" -i n A325 GRADE 1/2 MOUNTING BOLTS 8 PER SIGN ' TYP) 1 /2 ELEC 'OUTLET PEDESTAL 2X4 ELEC. ACCESS HOLE IN COLUMN III GRADE 10'-9„ C BLOCK FOUNDATION fALTERNALEJASECTIONA -A TYPICAL MOUNTING DETAIL SIGN SPECIFICATIONS (PER TRADEMARK SIGN) 1. LAMPS: (6) F96T12/CW/HO,FLOURESCENT LAMPS d ^i on. i nor. enie r.inr .onADVANCEA30-2448-46-BL TYP) DETAIL A 3. VOLTAGE: 110 VAC 1 1 /2 1 1 4. TOTAL CONN. LOAD: 5.3 AMPS, REQUIRING 1 -20 AMP CIRCUIT 6 - /2 5. SERVICE SIGN BY: HINGED FACE 6. LIFTING WT: CRATED PER SIGN UNCRATED PER SIGN MAX CLAD SECT: WGT 579 LBS 521.2 LBS 600 LBS 7. COLUMN WEIGHT: C EACH 20' COL. WEIGHS APPROX. 1030 L S EACH 25 COL. WEIGHS APPROX. 1230 IC8. MAXIMUM. DESIGN WINDLOAD: SEE CHART E d P/N: 00-00-005-3951 I1---0D EPLASTI L I N E C I--- -1 VERTICAL SLAB FOUNDATION CAISSON (ALTERNATEIl P.O. BOX 59043 I 1 KNOXVILLE TN 37950-9043 PREFERABLE) DSGNR• JCL DWG BY• JCL C ' A 4- 1 5-98 JCL 6801 ERROR CORRECTION RTP 3-7-98 JCL -- RELEASE. TO PROOU REV DATE INIT ECN PROPERTY OF PLASTI-LINE,INC NOT TO BE DUPLICATED. H K BY. --- SCALE: NTS DATE: 3- 5- DATE: --- DESCRIPTION: i DESCRIPTION: INSTALL FOR 1 SIGN SHORT w------ ---- CUSTOMER: DESCRIPTION OF CHANGE VOLKSWAGEN UNSPECIFIED RADII S HT 1 O F 2 °W'" NUMBER: B 1 8 9 51 TOLERANCES: ALL DIMENSIONS FOIE IN INCHES. UNLESS OTHERWISE SPECIFIED. 015 .R _ xx=t.03 xxx=*.015 ANGLES=tr y STEEL PLATE b = BLOCK FOUNDATION, c = CAISSON; v = VERTICAL SLAB FOUNDATION241 -3 4"X24X24"" 15 19/32 / GENERAL SPECIFICATIONS' 7 7 8 GUSSET 4 X4 X 1 /2 0 0 02 A500 GRADE B TUBE 24,20 1 /4 STEEL 12"X 12"X 1 /4" 1 13/16 o (4 PLACES) 1 7/8 J PLATE C p NOTE. NON -ELECTRICAL T PLATE ( ELEC. SIDE) HOLE INSTALLATION INSTRUCTIONS SEE " INSTALLATION FIELD MANUAL # A15552" FOR FOUNDATION AND INSTALLATION STDS.) vSE b A 20' 14 B 1 - 1 2' C 51' to 3 D 6 7' E 0 PEDESTAL 2. 5'x2.5'x7.5"3.321 CONC. CU YDS EXCAV. CU 3. 630 YDS WIND LD/PSF 90 MPH 34.7 PSF c 20' 14' 1 -1 2' 6`-.3" 3' 0' 1.636 1.636 90 MPH 34.7 PSF v 20' 14' 1 -1 2' 5' 6" 4' 0" 2' 6" 2.5'x2.5'x7.5" 2.182 2.222 90 MPH 34.7 PSF b 20' 14' 1 -1 2' 3' 6" 4' 0" 8' 0" 2.5'x2.5'x7.5" 4.293 4.741 110 MPH 51.6 PSF c 20' 14' 1 -1 2' 7' Olt 3' 0" 1.833 1.833 110 MPH 51.6 PSF v 20' 14' 1 -1 /2' 6' h" 4' 0" 2' 6" 2.5'x2.5'x7.5" 2.552 2.593 110 MPH 51.6 PSF b 25' 19' 1- 12" 3' 6" 4' 3" 9' 0" 2.5'x2.5'x7.5" 5.103 5.667 90 MPH 35.8 PSF c 25 n 19 1-1 /2 7 3 n 3 0 2.029 2.029 90 MPH 35.8 PSF v 25' 19, 1-1 /2" 6' :;" 4' 0" 2' 6" 2.5'x2.5'x7.5" 2.459 2.500 90 MPH 35.8 PSF b 25' 19' 1 -1 2" 3' 6" 4' 3" 9' 3" 2.5'x2.5x7.5" 5.241 5.824 110 MPH 53.4 PSF c 25' 19' 1 -1 2" 8' I)" 3' 0" 2.094 2,094 1 10 MPH 53.4 PSF v 25' 1 19' 1 -1 2" 7' J" 4' 0" 1 2' 6j2.5'x2.5'x7.5"j 2.737 2.778 1110 MPH/53.4 PSF NOTE: ALL VALUES ARE BASED ON 3000, ':)SF SOIL PRESSURE 1. INSPECT CRATE UPON DELIVERY AND NOTIFY PLASTI-LINE NOTE: ERECTOR TO SUPPLY (2) 1 /2" X 1 -1 /2" BOLTS AND (2) 1 /2" x 1" BOLTS. OF ANY OBVIOUS SHIPPING DAMAGE. SIGN MOUNTING BOLTS ARE SUPPLIED 2. TEST LIGHT EACH SIGN AND NOTIFY PLASTI-LINE OF ANY WITH EACH TRADEMARK SIGN. PROBLEMS. 3. DIG FOUNDATION; SET CONDUIT, ANCHOR BOLTS, AND POUR CONCRETE. 4. ALLOW CONCRETE 7 DAYS TO CURE. 5. SET AND POSITION COLUMN MAKING SURE COLUMN IS PERFECTLY VERTICAL, INSTALLING CONDUIT THROUGH BOTTOM OF ELECTRICAL MOUNTING PLATE. 6. UNCRATE CLADDING AND INSTALL CLADDING TO COLUMNS BY SLIDING CLAD OVER THE COLUMN. INSTALL 1-1/2" X 1" BOLT TYPICAL SIGN SECTION INTO EACHCLADNEARTHEBASEPLATE. (2)1.5-6 -NUTS W/COLUMN AND CLAD SHOWN 7. SLIDETHETRADEMARKSIGN (BETWEEN THE COLUMNS AND SECURE WITH (1 )1.5 FLAT- WSH : f THE (8) 1 /2 A325 BOLTSP'R®V hq D. 8. REMOVE THE -EYEBOLTS AND REPLACE WITH (2) 1 /2" x 1 " BOLTS. I (yl)1.5 LOCK WSH 9. DROP THE ELECTRICAL FEED DOWN' THE COLUMN. 10. REMOVE INSIDE BOTTOM CLAD PANEL ON THE ELECTRICAL SERVICE SIDE. MAKE ELECTRICAL CONNECTIONS AND REINSTALL PANEL. 1-7/8" THICK i 11. TEST LIGHT SIGN. GROUT 12. TOUCH UP,SIGN W/PAINT PROVIDED AND CLEAN FACES. PLASTI LINE, INC. 1.3 -:: CLEAN UP JOB SITE,:., OF . ALL `DEBRI.S. P.O. BOX 59043 1 - GEN, ; CONTRACTOR TO PROVIDE ELECTRICAL CIRCUITS WITHIN 5' KNOXVILLE, TN 37950-9043 0F"BASE OF SIGN STRUCTURE. IF THIS CIRCUIT IS -NOT IN DSGNR: JCL DWG. BY: JCL CH'K BY. PLACE WHEN SIGN IS INSTALLED, THE ERECTOR SHOULD STUB 1)1.5-6 NUT SCALE: NTS DATE: 3-5-98 DATE: - THE CONDUIT ABOVE THE- GRADE LINE, BESIDE THE FOUNDATION DESCRIPTION: 1)1.5 FLAT WSH - INSTALL FOR 1 SIGN SHORT NEAREST BUILDING. _ _ - 1-1 D/2T ANCHOR -BOLTS X 48" CUSTOMER: V0 LK W E AILASAGEN PROPERTY OF PLASTI-LINE, INC. - UNSPECIFIED RADII - DRAWING NUMBER: 7TOLER.NCES: DIMENSIONS s,RE IN INCHES UNLESS OTHERWISE SPECIFlED [ Q NOT TOBEDUPLICATED =.015 R xx=t.D3 _xxx=*.015 ANGLES.=tr SHT 2 OF 2 13 1 U 9 5 1_ i L- SANFORD BUILDING DEPT. THESE.. PLANS ARE REVIEWED AND CONDITIONALLYACCEPTEDFORPERMIT, A PERMIT ISSUED SHALL BECONSTRUEDTOBEALICENSETOPROCEEDWITHTHEWORNANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THEPROVISIONSOFTHETECHNICALCODES, NOR SHALLISSUANCEOFAPERMITPREVENTTHEBUILDINGDEPTFROMTHEREAFTERREQUIRINGACORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTIONOROTHERVIOLATIONSOFTHECODES. PLANS REVIEWED CITY OF SANFORD NOTIc_I; OF Co_I; M I_I C_I1 ll_I T ro whom it mwy Concern 771E UNUf,'RSIGNFU hereby gives notice that rrrrprovement will be made to ceilain real prolaer- ty, rrnd in accordance With Chapter 713, 176ridr Statutes, the tbllotvirrg infbrmrrtion is provided in the N077Cf'OFCOMML-NCfA4fNT Description of Property: Telecommunication equipment pad 8' X 18.5' & antennas at 110' elevation on existinq monoploe. 4175 Orlando Drive, Sanford, FL 32773. See attached legal description. w p- co V„ o Permit Number: 98-2715 Folio No.: 14-20-30-300-0230-0000 co x General Description of Improvements: Install an 8' X 18.5' telecommunication equipment concrete pad, rr '- antennas, transmission lines, and new electrical service. o r N v This document was prepared by, Angel L. Ortiz, Project Manager Owner: PrimeCo Personal Communications, L.P. Adch• ess: 1101 North Keller Road, Suite D, Orlando, FL 32810 Owner' s interest in site of the improvement Leasehold Interest Fee Simple Title holder (if other than owner) Name: William Larry Bishop & Edelgard Bishop Addresa: 4175 S. Orlando Drive. Sanford, FL 32773 Conlractur Address Surety ( if any) Address. Southeastern Communication Service, Inc. Attn: Angel L. Ortiz 2017 Cattlemen Road, Sarasota, FL 34232 N C- n N/ A _ N/ A .4111011111 „fflond $ N/A Nattic of person within the Slate ol'170rid• designated by Owner upon whom notices or other dv- uncrrts may be sewed as provided by Section 713.13 (l) 607.1, f7orida Statutes. C7 Nance: Gene Merritt, PrimeCo Personnal Communications, L.P. Address: 1101 North Keller Road, Suite D, Orlando, FL 32810 In addition to himself, Owner designates the /bllorving person to t ccive a copy ol'thc Licnor's Noticc as provided in kc-tion 71.3. 13 (1) (b)., 17orida Statutes. Narne : N/A Address: N/A AOIL 7 G% pirnlion Urrte: 31-Oct-98 Z 4r F;twmr Si nature Project Manager 1 have relicd upon the firlhnrinK identification o%the AJ7ranl: N CERTIFIED COPY — MARVAnlNIF CLEH OF C:VPiT `,'IURT j '// y a JSEMiNOLE COUNTY. FLOR;Da 14 Sworn to and subscribed before nre Ihi.a /j(dcr DEPUTY CLERK Notary Signalrn•e Printed Nolrny Name F`. L1998 PY I'UMARCELLA GIBBS zP 9r COMMISSION k CC432515 EXPIRESJAN8,1999 y Q BONDED THRU OF FLU All ANTIC P.nNDINr, ! O., INC. rj,ni15OfiiCit.1. ;L pAG` 8O0K ` 3 85 1282 S8?tIN0L CO. FL. PAP.EA7 TRACT BY OTHERS) The Soutn 250 feet of the North 484 feet of the Northeast 1/4 of the Southwest 1 /4 of Section Township 20 South, Range 30 Eost. lying East of S.R. 15 and 600 (L,.S. highway 17 & 92). Public ReCoras cr Seminole County. Florioc. 40 FEET z 60 FEET SUBJECTTP.ACT BY OTHERS) panel of lone lying in Section 14, Townsnio 20 South, .nonce 30 Eost. Seminole County-, Florida, more porticulorly oescrioea as follows: Commence at the Northeast corner of the Northeast 1/4 of the Southwest 1/4 of aforesaid Section. 14: run South 00.04'50" West. alone the East line of soil Northeast 1/4 of the Southwest i/4, a distance of a83.83 feet: Thence oeooring said East line run North 89'42'15" West, a oistonce of 519.69 feet: Thence run North 00'17'4 East. a distance of 64.93 feet to a 5/8" iron roc one coo LBi 4741, soic iron, rod being the Point of Beginning; Thence run North 89'42'15West, 0 distance of 50.00 feet to a 5/8" iron roc and coo LBf 4741: Thence run North 0017'45" Eost. c distance of 40.00 feet to c 5/8" iron rod and cop LBJ 4741 Thence run South 89'42'15" East, a distonce of 60.00 feet to a 5/6' iron roc and coo LSf 4741: Thence run South 00'17'4g" West, a oistonce of 40.00 feet to thePointofBeginning. Containing 2.400 Sc. it (0.055 acres DESCRIPTION OF 15 FEET WIDE INGRESS/EGRESS EASEMEA7 BY OTHERS) 4 parcel of land hying in Section 14, Township 20 South. Range 30 East. Seminole County. FloriaC, more particularly described as follows: Commence at the Northeast corner of the Northeast 1/4 of the Southwest 1/4 of oforesoic Section 14, run South 00' 04' 50" West. along the East fine of so,cNortheast1/4 of the Southwest 1/4. o distance of 483.83 feet: Thence deporting soic East line run North 89' 42' 15" West. a distance of 519.69 feet: Thence run Nortn 00' 17' 45" East. a distance of 64.93 feet to a 5/e' iron rood ono cop LBj 4741: Thence continue North 00' i 7'45- East. a distance of 40.00 feettoa5/8" iron rod cap. L9 #4741: Thence run Nortn 89' 42' 15" West. a distance of 22.50 feet to c point on the North line of a 40 feet by 50 feet lease parcel, said point being the Point of Beginning; Thence continue North 89' 42' West. 0 oistonce of 15.00 feet: Thence deoorting so,C North line of oocve describec lease parcel, run North OC 17' 45" East, a oistonce of 36.51 feet: Thence run North 39' 29' 04" West. c distance of 79.69 feet to the point of curvature of a curve concave to the Southeast: Thence run Southwesterly along the arc of soic curve. novinc a rocius of 42.50 feet. a central angle of 5- 05, o distance of 38.65 feet to the ooint of tongency: Thence run South 38' 24' . West. c oistonce of 8, 19 feet to the point of curvature of o curve concave to the Northwest; Thence run Southwesterly along the arc of said curve, having a rocius of 82.51 feet. 0 central ondle of 51'53' 4$". a distance of 74.73 feet to the point of tongency: Thence run North 89' -1' 29" Wes:. a distance of 243.44 feet to the point of curvature of a curve concave to the Northeast: Thence run Northwesterly along the arc of soic curve, having a radius of 32.36 feet, o central angle of 129' 37' 4Y, a oistonce of 73.21 feet to the point of tongency; Thence run North 39' 5618" East. a oistonce of 27.17 feet to the point of curvature of a curve concave to the West; Thence run along the arc of said curve in a Northwesterly direction, said curve having c radius of 17.50 feet, c central angle of 58' 4' 3' 4 ', a distance of 27.)0 feet to the point of tongency: Thence run North 48' 47' 20' West, o oistonce of 34.95 feet to the Easterly right-of-way line of S.R. 15 and 600 (U.S. Highway 17&92): Thence run Northeasterly along said Easterly rignt-of-woy line North 41' 40" East. o oistonce of 15.00 feet: Thence oeparting soid Easterly rignt-of-woy line. run South 46" 47' 20" Eost, a distance of 34.95 feet to a ooint of curvature of a curve concave to the West: Thence run Soutneosterly olong the arc of said curve. having c radius of 32.50 feet, a central onale of 88 43' 41', a distance of 50.33 fee: to the point of tangency: Thence run South '39* 56' 18" West a distance of 27.17 feet to the point of curvature of a curve. concave to the Northeast: Thence run SouthecS:erly along the arc of soid curve. having c rocius of 17.36 feet. a central ongle of 129' 37' 47 e distance of 39.27 feet to the point of tngency: Thence run South 89' 41' 29" East. a distance of 243.44 feet to the point of curvature of a curve concave to the Northwest: Tnerce run Nortnecsteril alone the arc of said curve, hoving c rocius of 67.51 feet, a central angle of 51' S3' 48". o distanceof61.15 feet to the point of tongency: Ibence run North 38- 24' 43' East. a distance of 83.19 feet to the point of curvature of c curve concave to the Southeast: Thence run Northeasterly along the or. of soic curve, having a radius of 57.50 feet. a central angle of 52' 06' 13" a distonce of 52.29 feet to the ooirt of tongency: Thence run South 8929'04" East, a distance of 94.63 feet: Thence run South Oc' i 7' 45" West. a oistonce of 51.55 fee: to the Point of beginning. Above oescrioea easement containing 0. 25 i acres. more or less. CITY OF SANFORD, FLORIDA ki$`Iqq PERMIT NO01626 DATEn4-f)1-QA THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME Larry Bishop ADDRESS OF JOB 4175 S. Orlando Drive Sanfnrc9 T10ridw ,((.krtc.wQeSe u ELEC. CONTR David L. Cullum Residential Non-residentiaL Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair Change oF Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 Amp Service 201 Amp and above New Commercial 200 Amp Service 50h-0 Application, Fee 10. 00 I TOTAL II 60.100 By signing this application I am stating 1 will be in compliance with the NEC including Article 110, Section 110-9 and 110.10. Building Official Master Electrician STATE COMPETENCY NO.EC1592 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 CVDATEPERMIT #: ` t — 3 G BUSINESS NAME: l ,0--VLA ADDRESS: PHONE NUMBER: ( ) LI — C! c7 (—) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT ( MMENTS: Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any`ffurtther services take place. q'."j l:-h' . 1 certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of2VM7 Sanford Fire Prevention Applicants Signature AEwjjw.-f F SUNCOAST The Dealer's Premier Design/Builder"TM FL CGC 031723 April 25, 2001 City of Sanford P.O. Box 1788 Sanford, FL 32772 RE: Cancellation of Letter of Agency To Whom It May Concern: This letter shall serve as notice to remove David Rodriguez to act as my trusted Agent and as an authorized signer for permitting and planning for Aristocrat Volkswagen, located at 4175 S. Orlando Drive (Hwy. 17-92), Sanford, FL 32773. Sincere) Thomas L. Strickland President TLS/mar The foregoing instrument was acknowledged before me this dS day of A?12lL- 20DI by Thomas L. Si riLy.6ad who is personally known to me and who did not take an oath. dr' Melanie ARembeaux MY COrnmission CC766378 EWMAugust 14. 2WI otary Public State of lorida d/- P:\BLANK FORMS\Letters of Agency\Cancellation Letter of Agency TLS.doc 5180 - 1 13" Avenue N., Clearwater, FL 33760 Rlephone 727.561.0764 www.suncoastauto.com Fax 727.571.3773 DATE: November 26, 1997 TO: Mr. Keith Drucker SBA, Inc. 997 West Kennedy Boulevard Suite A-01 Orlando, Florida 32810 RE: Foundation Soils Study Proposed Sprint Tower Site - OR03XCO56 U.S. Highway 17/92 Sanford, Florida Dear Mr. Drucker: In accordance with your request and authorization, MEVERS & ASSOCIATES ENGINEERING CONSULTANTS, INC. (MAEC) has completed the foundation soils study related to the design and construction for the above referenced project. This letter report summarizes the results of our field and laboratory work, and our geotechnical engineering evaluations and general design recommendations related to the design and construction of the proposed structure. Site Characteristics The proposed tower site area is currently undeveloped and is situated in a cleared area behind the Aristocrat Volkswagon Auto Sales facility. The site is located along the east side of U.S. Highway 17/92 in Sanford, Seminole County, Florida The USGS topographic survey was reviewed for the site. The site is found on the map entitled "Casselberry, FL." From this review, the natural ground surface elevation for the site is approximately +35 feet National Geodetic Vertical Datum of 1929. A copy of the USGS map is included on Plate No. 1. 3601 Vineland Road Suite 5 Orlando, FL 32811 407) 841-0005 Fax (407) 422-6350 Foundation Soils Study Proposed Sprint Tower Site Sanford, Florida Page 2 Subsurface Soil Conditions Based upon a review of the "Soil Survey of Seminole County Area, Florida", published by the USDA SCS, Tavares fine sand is the dominant soil for this site. The USDA map for this site is included in Plate No. 2. The information provided in the survey is as follows: Soil Name Depth inches) Unified Classification USDA High Groundwater Table Risk of Corrosion Depth (ft.) Kind Months Uncoated Steel Concrete Tavares 0-6 SIP, SP-SM 2.5 - 6.0 Apparent July - Dec Low High 6 - 80 SM, SP-SM Project Description Based on the plans provided for our review, we understand that the proposed project consists of the design and construction of a self supported communications tower utilizing a drilled shaft foundation system. Our study herein addressed the geotechnical design aspects for the proposed project. Project Approach The objective of our foundation soils study for the proposed project was to obtain information concerning the subsurface conditions within the foundation limits in order to make geotechnical engineering estimates and recommendations in each of the following areas: Foundation Soils Study Proposed Sprint Tower Site Sanford, Florida Page 3 1. Soil stratigraphy at the boring location and the development of the approximate soil profile within the depth of foundation influence at the proposed tower location. 2. Design parameters required for the foundation system recommended for the tower based on the Standard Penetration Tests (SPT) blow counts obtained in the boring, including allowable bearing pressure, soil strength and friction parameters for the recommended foundation. 3. General location and description of potentially deleterious materials which may interfere with construction progress or foundation performance, including buried or surficial existing fills, organics, construction debris, etc. 4. Identification of some critical design or construction details, including present groundwater levels, estimated wet season levels, and seasonal fluctuations in the tower location. Scope of Work In order to address the above objectives, our scope of work for this project included the following: 1. Reviewed available published information on the site, including the United States Department of Agriculture USDA) Soil Conservation Service (SCS) soil survey data for Osceola County and the United States Geological Survey (USGS) topographic maps. Foundation Soils Study Proposed Sprint Tanner Site Sanford, Florida Page d 2. Conducted a subsurface exploration program which consisted of conducting one (1) SPT boring to a depth of 35 feet at the proposed tower location. Our testing included the collection of representative soil samples and recording the SPT blow counts during the drilling of the boring. 3. Reviewed and visually classified the recovered soils in the laboratory using the Unified Soils Classification System. Developed the general soil stratigraphy at the proposed tower location. 4. Performed geotechnical engineering studies and analyses in order to develop geotechnical engineering and foundation recommendations for each of the above four (4) objectives previously discussed for the proposed project. 5. Prepared a formal foundation soils engineering report which summarizes the course of our study, the field and laboratory data generated, the subsurface conditions encountered, and our geotechnical engineering and foundation parameters for the proposed tower. Field Exploration Program For our study, we conducted one (1) Standard Penetration Test (SPT) boring to a depth of 35 feet at the proposed tower location. The SPT boring was performed at the location marked by the surveyor. This location is shown in Plate 3. The SPT boring procedure was conducted using hollow -stem auger drilling techniques in general conformance with ASTM D-1586. Soil sampling using a 1-3/8 inch I.D. split -spoon sampler was conducted continuously in the upper 10 Foundation Soils Study Proposed Sprint Tower Site Sanford, Florida Page 5 feet and on 5-foot intervals thereafter. The number of successive blows required to drive the sampler into the soil constitutes the test result commonly referred to as the "N"-value. The "N"-value has been empirically correlated with various soil properties and is considered to be indicative of the relative density of less cohesive soils and the consistency of cohesive soils. The recovered split spoon samples were visually classified in the field, and representative samples were placed in jars and transported to our office for further review and confirmation of the field classification.. Generalized Soil Stratiaraphy The results of the subsurface exploration program including the soil stratification profiles and some pertinent exploration information such as SPT "N"-values and groundwater levels are graphically presented on Plate 4. A legend describing the different soil types encountered is included on Plate 5. Soil stratification was based on the review of recovered soil samples and interpretation of the field boring log by a geotechnical engineer. The stratification lines represent the approximate boundaries between soil types; the actual transition may be gradual. The soil strata were visually classified using the Unified Soils Classification System. Minor variations in soil types not considered important to our engineering evaluations may have been abbreviated or omitted for clarity. In general, the boring encountered light brown fine sands to slightly silty fine sands (Strata 1,2,4 & 5) to a depth of about 32 feet. A layer of highly organic muck (Stratum 3) approximately 2 feet thick was encountered in the boring at a depth of about 4 feet. Below the upper sandy materials, the boring encountered gray sandy to silty clay (Stratum 6) throughout the remainder of the Foundation Soils Study Proposed Sprint Tower Site Sanford, Florida Page 6 boring. Based on SPT "N"-values taken from our SPT boring, the upper fine sands extending to a depth of approximately 8 feet are generally considered to be loose to medium dense materials. Below this the soils are generally considered to be medium dense to dense materials. Shallow Water Table Conditions The shallow groundwater level measured in our boring performed for this study is included on the attached soil boring profile on Plate 4. The shallow groundwater level was encountered at a level of 9.5 feet below existing site grades in the boring conducted for our study. The shallow groundwater level in this area should be expected to vary during wet seasons and heavy rainfall events. Based on the discovered soil stratigraphy, the measured groundwater conditions, and a review of USDA Soil Survey information, we estimate that the normal wet season high groundwater level over the site will be approximately 2.5 feet below existing grade. Foundation Design Parameters It is our understanding that the tower will be placed on a deep foundation system consisting of a drilled shaft or pier. The following are the soil strength parameters for the soils encountered beneath the tower location. Average effective angle of internal soil friction (phi) was estimated to be 290, based on boring results for the upper 8 feet of fine sands. Below this the average phi angle is approximately 310. The soil to pier friction angle (delta) was estimated to be .58. The total unit weight gamma) for the sands encountered from 0 to 8 feet was estimated to be 95 pcf. The total unit weight for the sands encountered below this depth was estimated to be 115 pcf. The unconfined compressive Foundation Soils Study Proposed Sprint Tower Site Sanford, Florida Page 7 strength for the clayey materials encountered in the lower portion of the boring was determined to be 1.0 tsf. Due to the soils and water table encountered in the boring, it will be necessary to case the shaft excavation to avoid caving of the soils in addition to de -watering or using a slurry method to keep water out of the excavation. Based on our understanding of the proposed construction, a concrete pad will be placed adjacent to the tower for equipment purposes. Based on the SPT "N" values obtained from the soil boring, a net allowable soil bearing pressure of 1700 psf (in excess of overburden) is estimated for the existing shallow soils found over the site. Foundation Soils Study Proposed Sprint Tower Site Sanford, Florida Pago 8 Closing Mevers & Associates has appreciated this opportunity to provide you with our engineering consulting services on this project. If we may be of further service to you, or if you have any questions regarding the information contained herein, please do not hesitate to give us a call. Sincerely, MEVERS & ASSOCIATES ENGINEERING CONSULTANTS, INC. Vu. %6W\ Scott E. Barfield, E.I. Project Manager A1. x;' ewers, P.E. resident Attachments: Plates 1 through 5 97g1291.fss PLATES USGS QUAD MAP SCALE: 1:24,000 SOURCE: USGS 7.5 MIN. TOPOGRAPHIC MAP, CASSELBERRY, FLORIDA QUADRANGLE (1980) SECTION 14/T.20 S./R.30 E. PROJECT No. 97—G-1309 DATE: NOVEMBER 1997 FOUNDATION SOILS STUDY PROPOSED SPRINT TOWER Mevers &Associateffiwjuscmanwmu PLATE No. 1 1 SANFORD, FLORIDA USDA SOIL SURVEY MAP SCALE: 1:20,000 SOURCE: USDA SOIL SURVEY OF SEMINOLE COUNTY FLORIDA (1988) SECTION 14/T.20 S./R.30 E. PROJECT No. 97—G-1309 FOUNDATION SOILS STUDY DATE: NOVEMBER 1997 PROPOSED Meyers lkAss0CiateQSPRINTTOWER " '°'' PLATE No. 2 SANFORD, FLORIDA C 5 L w w 10 M 20 PROJECT No. 97—G-1309 DATE: NOVEMBER 1997 PLATE No. 4 20 1 S.H. 2.5' a 25 C =95pcf 0 =29 W.T. 9.5' w 3Z a z 30 a w 0 115pcf 31 9 35 40 SOIL PROFILES FOR LEGEND SEE PLATE 5 FOUNDATION SOILS STUDY PROPOSED SPRINT TOWER SANFORD, FLORIDA B-1 CONT'D 14 qu=l.Otsf Mevers &AssociateandumwLuaconmauntm W LEGEND O== BLACK SILTY FINE SAND CONTAINING ORGANICS (SM) O2 GRAY FINE SAND (SR) O3 HIGHLY ORGANIC MUCK (PT) DARK BROWN FINE SAND TO0SLIGHTLYSILTYFINESAND (SP/SP—SM) Q LIGHT BROWN FINE SAND (SP) GRAY SANDY TO SILTY CLAY (C L) 5 SPT "N" VALUE IN BLOWS/FOOT GROUNDWATER LEVEL. NOVEMBER 1997 SD UNIFIED SOIL CLASSIFICATION GROUP SYMBOL r AS DETERMINED BY VISUAL REVIEW gamma) UNIT WEIGHT OF SOIL qu UNCONFINED COMPRESSIVE STRENGTH OF CLAY LAYER phi) SOIL FRICTION ANGLE PROJECT No. 97—G-1309 FOUNDATION SOILS STUDY DATE: NOVEMBER 1997 PROPOSED vers &AssociateSPRINTTOWER :znffl_"ln& c°a"ult&u`' PLATE No. 5 SANFORD, FLORIDA Foundation Soils Study Proposed Sprint Tower Site Sanford, Florida Page 7 strength for the clayey materials encountered in the lower portion of the boring was determined to be 1.0 tsf. Due to the soils and water table encountered in the borinq, it will be necessary to case the sha soils in addition to de-watez 7Fis water out of the excavation. Based on our understanding of P wp adillbelaced adjacent , Based on the SPT "N" values 4 allowable soil bearing pre; overburden) is estimated fort the site. Y-