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HomeMy WebLinkAbout1080 Rhinehart Rd'T FL -1 l t 2 �►4w�� LiC. fA • 5j--e;U)A4,T CITY OF SANFORD PERK-�IT APPLICATION Permit # : l / I ,,On 'Date: L 12.� l 0 ` Job Address: O O RH4?jC- PX --C RJD . 5a.#jF;nn" Pt 321 Z Description of Work: 511—IML I 12—/1ISRAFI LLtH 6E e9A40Rr- Total Square Footage Historic District: Zoning: Value of Work: $ Sboo . OU Permit Type: Building AElectrical X Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercialy Industrial Construction Type: A' # of Stories: 1 # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address: i' V CXT� L t / nm M 1 Otis O J7 it eA.—J O" . ("-L Contractor Name & Address: r 02 W. -'110WA Phone & Fax: X07' 43Ll6' Bonding Company: Address: Mortgage Lender: Address: AW L A rch itect/Engi n ee r/n: _ Address:300 IOWA) Z Contact Person: Phone: 'M L ^ 15 0 a Phone,W-7 ` L(OD -0 231 Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance withal] 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 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 permits' enficationthat I will notify the owner of the property of the requircmct of FI rida Licn Law, 13. Signature of Owner/Agent Date Signature of Contractor! nt Date D414� u� Print ner/Agent's Narr Print tra for/Agent's N c �-G-o7 Signature of No Stare of Flo ' Date Signature of Nota tate o Florid Date CHERYL MARLIN CHERYL MARIA Owner/Agent is A�Personally Known to Me or Contractor/Agent iso Personally Known to Me or Produced ID Produced ID APPROVALS: ZONI -3 Special Conditions: Rev 03/2006 RECEIVEI+) FES � 1 2007 FD: 6A ENG: BLDG: ��/�• �� CHERYL MARLIN .; rz MY COMMISSION # DD 554486 = + , EXPIPES; Jun® 2, 2010 Rp , 8ond0d ThrU Notitry Pul7110 Uhdeh"Iters C) �•13a' Pik", •1�'r PYA': CHERYL MARLIN MY COMMISSION # DD 5544M %? •. :'' EXPIRES, June 2, 2010 9ond9d 1'hru Notary public Underwriters RECEIVEI+) FES � 1 2007 FD: 6A ENG: BLDG: ��/�• �� CHERYL MARLIN .; rz MY COMMISSION # DD 554486 = + , EXPIPES; Jun® 2, 2010 Rp , 8ond0d ThrU Notitry Pul7110 Uhdeh"Iters C) �•13a' r -c --i<<2 CITY OF SANFORCI PERMIT APPLICATION Permit # : Date: t 2.q ` Job Address: logo Riiwow�C-T tFlog-_, k E—( 3Z-7'7 1 Description of Work:��L M61d L XA4 �( LWX&[ l - Tout Square Footage Historic District: Zoning Value of Work: S g1oo . oV Permit Type: Building Electrical � Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Rep}acetaerrtNew (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories: # of Water & Sewer Lutes # of Gas Lines Plumbing Repair - Residential or Commercial — Industrial # of Dwelling Units: Flood Zone: (FEMA form required) Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer. Fa:: !X-2 - 26ob -O'7 4J 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. l understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 592-1 OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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. Acceptanceof permi ' verification that I will notify the owner of the property of the requiremen .f Flori a Lien Law, FS Sigmture of Owner/Agem Date Signature of ContractodA Date L7Avil� Gt�aiyF, M�/��,UD�.� rP' / t/Agent's Prin etor/Agent' 01 h �d 7 Signature of Stats of dui- u Y L R �aye� t tuie of Not -State of Fl, a Date CHER !t`Z1 y CHERYL MARLA Owner/Agent isPersonally Known to Me or Conhactor/Agcnt is Personally Known to Me or _ Produced ID _produced ID v BLDG: 31,Y1 ®' APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 03/2006 ENG: CHERYL MARLIN MY COM ION # DD 55441 �liplR5; CNSRYL MARLIN g MY COMMISSION # DD 554486 SXpII'H: Juno + 2, 2010 011111 ihru Notmty irut lin WnasrwHtats ENG: CHERYL MARLIN MY COM ION # DD 55441 �liplR5; Junrl 2, 201tl lldnaad Thru NtNity puwls unu�rWrhoto I' Mark Cross and Company, Inc. Mailing Address - 62 W. Illiana St. • Orlando, Florida 32839 Physical Address — 62 W. Illiana St. • Orlando, Florida 32806 (407) 816-9000 fax (407) 816-1299 Limited Power of Attorney Re: Site Name: . Site Number: Address: li` urisdiction: L +ia4w-,c1 0: z4 To Whom It May Concern: -lq-3d - 300- ooiA -0000 Please be advised that I, Robert Charles Johnson, hereby authorizeke4l— P42'*1.CV' Permit Expeditor and/or to act on my behalf for applying to building departments for telecom systems and to sign all necessary documents on my behalf regarding Contractor Registration, Permit Applications and, Permit Submittals. Thank you for your assistance in this matter. Robert Charles Johnson CGC 1510197 Robert C J Acknowledged before me on this �26 day of i > , 2007 by Robert C Johnson who is personally known to me, or has produced as irlentificatinn otary Public, State of Florida, u..p. on• • uu..umuut WH S RAYS RRY SMITH : Comm# OD0494400 Expires 11/28/2009 0 Bonded thru (800)432-4254' F1onda Notary Assn.. Inc uo...uuuuu..u.. u.uw�u4� of 49 Mark Cross and Company, Inc. Mailing Address - 62 W. Illiana St. - Orlando, Florida 32839 Physical Address - 62 W. Illiana St. - Orlando, Florida 32806 (407) 816-9000 fax (407) 816-1299 Limited Power of Attorney Re: Site Name: Site Number: d2 Address: krisdiction: , 41*Aol /Ja' 2S -19 - 30 - 300 -001 A -acoo To Whom It May Concern: Please be advised that I, Mark David Cross, hereby authorize I�J¢p• 'e Permit Expeditor and/or to act on my behalf for applying to building departments for telecom systems and to sign all necessary documents on my behalf regarding Contractor Registration, Permit Applications and, Permit Submittals. Thank you for your assistance in this matter. Mark D. Cross EC -13001174 Mark D. Cross Acknowledged before me on this 04 day of Shu a," , 2007 by Mark D. Cross who is personally known to me, or has produced as identification. Notary Public, State of Florida, County of J V41,w-- 7%PAMO�=7 Eou 11J7=0 -'"+a�aaaa�e�aata as@case.ap��a���gp�n0 ACORDTM CERTIFICATE OF LIABILITY DATE: 12/7/2006 PRODUCER Wallace Welch and Willingham Inc. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPONS THE CERTIFICATE HOLDER. THIS CERTIFICATE 300 First Avenue South DOES NOT AMEND, EXTEND,OR ALTER THE COVERAGE AFFORDED BY THE St. Petersburg, Florida 33701 PLOCIES BELOW. 727-522-7777 INSURERS AFFORDED COVERAGE INSURED NELCO Master Corporation Inc. et al INSURER A: PEGASUS INSURANCE COMPANY NAIC# 12530 3396 th Avenue West INSURER B: Bradenton, Florida 34205 INSURER C: Alternative Mark Cross and Company, Inc. #6111 Employer INSURER D: r:r)VFRA(_CQ _ -- CERTIFICATE # LUU/U04Lb THE POLICIES OF INSURANCE. LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE MM/DD/YY DATE MM/DD/YY GENERAL LIABILITY EACH OCCURRENCE $ COMERCIAL GENERAL LIABILITY FIRE DAMAGE (Any one Fire) $ CLAIMS MADE 1:1 OCCUR MED EXP (Any one person) $ PERSONAL ADV INJURY $ GEN AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ POLICY PROJ LOC PRODUCTS-COMP/OP AGG $ AUTOMOTIVE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Each accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) - $ HIRED AUTOS BODILY INJURY NON-OWNEDAUTOS (Per accident) $ PROPERTY DAMAGE (Per accident) Is GARAGE LIABILITY AUTO ONLY -EA ACCIDENT $ e ANY AUTO OTHER THAN EA ACC AUTO ONLY: AGG EXCESS LIABILITY OCCUR n CLAIMS MADE EACH OCCURRENCE $ DEDUCTIBLE GENERAL AGGREGATE $ RETENTION $ WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY X WC OTHER STATUTORY E.L. EACH ACCIDENT $ 1,000,000 A 2007101 01/01/07 01/0E.L 1/08 .DISEASE -EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS DISCLAIMER: This Certificate of Insurance Coverage is provided for Mark Cross and Company, Inc. #6111 does not constitute a contract between the only those employees issuing insurer(s), authorized representative or leased to, but not sub- Mark Cross as Insured producer, and the certificate holder, nor does it contractors of: 62 West Illiana Street affirmatively or negatively amend, extend or Orlando, FL 32806 alter the coverage afforded by the policies listed thereon. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO Lt o Sartf6rd Bullding fte altm, ent .. MAIL 3Q , AYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE 0-11- O $o 17x8 & DEFT Bl$1 FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF iffN IND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES an:>ordI�327i2 188 aTHORIZEI)REPRESENTATIVE . . � a s pp t& Gramiin r ACORD 25 (2001/09) © ACORD CORPORATION 1988 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMIDD/YY DATE MMIDD/YY LIMITS GENERAL LIABILITY A X COMMERCIAL GENERAL LIABILITY CPP0006294 1 EACH OCCURRENCE $ 1000000 06/09/06 06/09/07 CLAIMS MADE 13E OCCUR PREMISES (Fa occurence) $ 100000 MED EXP (Any one person) $ 5000 PERSONAL SADV INJURY $ 1000000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2000000 POLICY PRO -PRODUCTS - COMP/OP AGO $ 2000000 JECT LOC AUTOMOBILE LIABILITY A ANY AUTO CA0007431 1 06/09/06 06/09/07 COMBINED SINGLE LIMIT (Ea accident) $ 1000000 ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ EXCESS/UMBRELLA LIABILITY AUTO ONLY: AGG $ A X OCCUR ❑CLAIMS MADE UMB0004228 1 EACH OCCURRENCE $ 55000000 06/09/06 06/09/07 AGGREGATE $ 55000000 DEDUCTIBLE $ X RETENTION $ 10000 $ WORKERS COMPENSATION AND $ EMPLOYERS' LIABILITY TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. EACH ACCIDENT $ If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - EA EMPLOYE $ OTHER E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS /LOCATIONS / VEHICLES! EXCLUSIONSADDED BY ENDORSEMENT / SPECIALPRbVISIONS CERTIFICATE HOLDER CANCELLATION CI TYS - 6 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION - DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN City of Sanford NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Building Department IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, P. O. BOX 1788 ITS AGENTS OR Sanford FL 32772-1788 REPRESENTATIVES. AUTE RESENT IVF © ACORD CORPORATION 1988 0e x info l t Z Page 1 of 2 Seminole County Tax Collector Property Tax Search Results Tax Estimator_ Back to Search Options Current 2005 Millage Rates_ Other Tax Collectors_ Online mems The Information contained herein does not constitute a title search and should not be relied on as such. Parcel 28-19-30-300-001 A-0000 Owner Address: Number: Address Corrections FLA POWER & LIGHT CO Requester IP: 24.94.121.149 Date: 5/16/2006 PO BOX 14000 Tax Year: 2005 NORTH PALM BEACH FL 33408 0420 Exemptions: *NONE` Questions About Total Assessed $1,074,136 Exemptions? Value: Widow, Disability, or Taxable Value: $1074,136 Other: Gross Tax Amount: $21,434.38 Homestead: Millage Code: S1 SANFORD Map and Pro- eMy Appraiser Information Legal Description: SEC 28 TWP 19S RGE 30E BEG 252 FT S OF INT C/1_ ST GERTRUDE Continuation on Tax Roll)AVE & W LI SEC RUN E 451.9 FT S 230 FT E 208.1 FT S 208 FT W TO APTS Current Year Tax: Amount Due Now: *NONE* Date Receipt Num. Amount Paid 11-30-05 H11/30105PO38124 $20,577.00 Information below reflects the 2005 tax bill discounted and gross amounts. NOV 30 DEC 31 JAN 31 FEB 28 MAR 31 $20,577.00 $20,791.35 $21,005.69 $21,220.04 $21,434.38 Other Comments: NOn-Ad Valorem Assessments: *NONE* Prior Years Unpaid Delinquent Taxes: *NONE* — Do not use this information for a title search. Current and historical legal descriptions may differ. S r. * UNPAID DELINQUENT TAXES MUST BE PAID BY A CASHIERS CHECK, MONEY ORDER, DEBIT CARD OR CERTIFIED FUNDS AND ARE DUE BY THE LAST BUSINESS DAY OF THE MONTH. http://www.seminoletax.orgldevlresult.asp?txtAccountID=281930300001AO00020052005 5/16/2006 �• 1 ax Info Page 1 of 2 Seminole County Tax Collector Property Tax Search Results Tax Estimator Back to Search Options Current 2005 Millage Rates Other Tax Collectors_ Online -aymen s The Information contained herein does not constitute a title search and should not be relied on as such. s Parcel 28-19-30-300-001A-0000 Owner & Address: Number: Address Corrections FLA POWER & LIGHT CO Requester IP: 24.94.121.149 Date: 5/16/2006 PO BOX 14000 Tax Year: 2005 NORTH PALM BEACH FL.33408-0420 Exemptions: *NONE* Questions About Total Assessed $1,074,136 Exemptions? Value: Widow, Disability, or Taxable Value: $1,074,136 Other: Gross Tax Amount: $21;434.38 Homestead: Millage Code: S1 SANFORD Map and Property Appraiser information Legal Description: SEC 28 TWP 19S RGE 30E BEG 252 FT S OF INT C/L ST GERTRUDE Continuation on Tax Roll AVE & W LI SEC RU.N E 451.9 FT S 230 FT E 208.1 FT S 208 FT W TO APTS Current Year -Tax: , Amount Due Now: *NONE* Date Receipt Num. Amount Paid 11-30-05 H11/30/05PO38124 $20,577.00 Information below reflects the 2005 tax bill discounted and gross amounts. NOV 30 DEC 31 JAN 31 FEB 28 MAR 31 $20,577.00 $20,791.35 $21,005.69 $21,220.04 $21,434.38 Other Comments: Non Ad Valorem Assessments: *NONE* Prior Years Unpaid Delinquent Taxes: "NONE" - Do not use this information for a title search. Current and historical legal descriptions may differ. * UNPAID DELINQUENT TAXES MUST BE PAID BY A CASHIERS CHECK, MONEY ORDER, DEBIT CARD OR CERTIFIED FUNDS AND ARE DUE BY THE LAST BUSINESS DAY OF THE MONTH. http://www.seminotetax.org/dev/result.asp?txtAccountID=281930300001A000020052005 5/16/2006 GENERATOR---/ FUEL TANK SEE DETAIL 2 CONCRETE --\J I FOR ANCHOR PAD DETAIL GENERATOR DETAIL t SCALE: NOT TO SCALE NOTES: 1. CONTRACTOR WILL PROVIDE AND INSTALL RAMSET RED HEAD 3/4"0 TRUBOLT WEDGE ANCHORS: DRILL 7/8"0 INSTALLATION HOLE 3-1/4" DEEP IN SLAB. 2. PROVIDE AND INSTALL 8 MIN ANCHORS PER UNIT. BASE STIFFENER, TYP. GENERATOR FUEL TANK 3/4"0x6" (TYP) /DIELECTRIC MATERIAL AS REQUIRED ANCHOR PLATE DETAIL 2 SCALE: NOT TO SCALE NW— E L ll 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 PHONE: (407) 838-5417 FAX: (407) 838-5400 PM/CM: ® Ar _ U Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MAITLAND, FL 32751 OFFICE: (407) 644-0097 FAX: (407) 644-0090 10/30/06 49626 a. * : _i- STATE OF tu` MICHAEL J. COWAN PE 49628 CLEARLINX DESIGN CA 8647 CC-;,aTLin� DESIGN,INC. 100 Corporate Parkway, Suite G-1 Birmingham, AL 35242 8-7171 fox. (205) 0 408-7877 DRAWN BY K. LANG DATE: 10/30/06 1 SCALE: NTS GENERATOR ANCHOR DETAILS SHEET: ADENDLIM 1 I 9 GENERATOR SLAB DETAIL SCALE: NOT TO SCALE 12"X5" STUB—UP OPENING IN CONCRETE SLAB OUTLINE OF 00 PROPOSED AU W GENERATOR LU U. A 0.0 r� N EMU- 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 PHONE: (407) 838-5417 FAX: (407) 838-5400 PM/CM: V'Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MAITLAND• FL 32751 OFFICE (407) 644-0097 FAX: (407) 644-0090 11/01/06 CO�Y��% ♦ 6 j%c 4 �ol STATE OF =41 NAL MICHAEL J. COWAN PE 49826 CLEARLINX DESIGN CA 9847 CO&QT oinx\ DESIGN,INC. 100 Corporate Parkway, Suite G-1 Birmingham, AL 35242 (205) 408-7171 fax: (205) 408-7877 DRAWN BY : K. LANG DATE:11 /01 /O6 SCALE: NTS GENERATOR SLAB DETAILS SHEET:SLAB 1 OF 2 2'- 5" I I I I ! EDGE OF GENERATOR-- GENERATOR SLAB DETAIL SCALE: NOT TO SCALE 12"X5" STUB—UP OPENING IN CONCRETE SLAB OUTLINE OF 00 PROPOSED AU W GENERATOR LU U. A 0.0 r� N EMU- 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 PHONE: (407) 838-5417 FAX: (407) 838-5400 PM/CM: V'Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MAITLAND• FL 32751 OFFICE (407) 644-0097 FAX: (407) 644-0090 11/01/06 CO�Y��% ♦ 6 j%c 4 �ol STATE OF =41 NAL MICHAEL J. COWAN PE 49826 CLEARLINX DESIGN CA 9847 CO&QT oinx\ DESIGN,INC. 100 Corporate Parkway, Suite G-1 Birmingham, AL 35242 (205) 408-7171 fax: (205) 408-7877 DRAWN BY : K. LANG DATE:11 /01 /O6 SCALE: NTS GENERATOR SLAB DETAILS SHEET:SLAB 1 OF 2 e CONCRETE NOTES 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE I CODES: ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" E ACI 544.1R "FIBER REINFORCED CONCRETE" y ACI 544.2R "MEASUREMENT OF PROPERTIES OF FIBER REINFORCED CONCRETE" 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. 3. CONCRETE SHALL BE LIGHT WEIGHT, WITH A MAXIMUM 4" SLUMP, AND HAVE A MINIMUM 28—DAY € COMPRESSIVE STRENGTH OF 3000 PSI UNLESS OTHERWISE NOTED. 4. MAXIMUM AGGREGATE SIZE SHALL BE 1". 5. THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT: ASTM C 150, TYPE I REINFORCEMENT: ASTM A 185 LIGHT WEIGHT AGGREGATE: ASTM C 330 WATER: POTABLE ADMIXTURES: NON—CHLORIDE CONTAINING FIBEROUS REINFORCING ASTM C1116 6., REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 7. A CHAMFER OF 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, LINO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 8. INSTALLATION OF CONCRETE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANWFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. 12" X 5" STUB—UP OPENING 10'-0" 9. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 10. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI -301. 11. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 12. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. 13. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. 14. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 15. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. 16. FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. 17. FIBER REINFORCED CONCRETE MIX SHALL INCLUDE 1 1/2 LBS OF FIBER PER CUBIC YARD. #4 REBAR, 12" O.C., EACH WAY (TOP AND BOTTOM) CONCRETE SLAB SECTION 2 SCALE: NOT TO SCALE 3/4" CHAMFER 3" CLR. stir NEX-F-E-1111— ,-, 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 PHONE: (407) 838-5417 FAX: (407) 838-5400 PM/CM: is 'Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MAITLAND, FL 32751 OFFICE: (407) 644-0097 FAX: (407) 644-0090 11/01/06 LI J. CE/ STATE OF ;4+= LORI 0 MICHAEL J. COWAN PE 49628 CLEARUNX DESIGN CA 9847 c�aTLin� DESIGN,INC. 100 Corporate Parkway, Suite G-1 Birmingham, AL 35242 8-7171 fox. (205) 0 408-7877 I DRAWN BY : K. LANG rDATE:11 /01 /06 SCALE: NTS GENERATOR SLAB DETAILS SHEET:SLAB 2 OF 2 .#7c�7ro-7ia. .T'2anxaxioat c�ij osis 1'✓ Lakfz tr<1.yry Legaer� CI.b5 it 911.q— i+xkcs 14EDC!�! Structural plan review is limited to a general survey for code compliance. No _ review is implied nor was taken to verify structural adequacy DAWSON LAKE � aC� PROGRESS ENERGY, FL SANFORD -� '` � DAWSON LAKE DWS -68 FEB Z � „Q� NEXTEL SITE ID#: FL1112 ec�v 1080 RHINEHART ROAD' SANFORD FL 32771 TY ra E LBKe it3thmw Lake Ma I" Fairs nW E.ta1a. � a,L r_ KFv MAP CONTACT INFORMATION AWsommons I p c o r p o r a t a tl 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA,y 26983 CONTACT: ADAM WIGGALL SITE LOCATION INFORMATION SITE I.D.: FL1112 —� SITE NAME Cmnt Joh"s R- r rst:atas kask+r< Iilnn+v� A7tIPrf}YYlws; � dawn �+iAll�knQ. �7lillji .:..` JS �1hY8y 17 :?Z �1 ' "� SITE COORDINATES: t'Y'Sertgno[e Etv'd PROPERTY OWNER: LY 1 ;! t' V4 1GI St E 1s, 1 c Y I o c ...... Sanford tv INSTALLATION DETAILS V6 POWER COMPANY: PROGRESS ENERGY i TELCO COMPANY: BELLSOUTH TOWER ELEVATION x :� t --Id 0 r. < i. Oruw park r. Pd° t TY ra E LBKe it3thmw Lake Ma I" Fairs nW E.ta1a. � a,L r_ KFv MAP CONTACT INFORMATION AWsommons I p c o r p o r a t a tl 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA,y 26983 CONTACT: ADAM WIGGALL SITE LOCATION INFORMATION SITE I.D.: FL1112 —� SITE NAME DAWSON LAKE SITE ADDRESS: 1080 RHINEHART ROAD TITLE SHEET SANFORD, FL 32771 JURISDICTION: SEMINOLE COUNTY SITE COORDINATES: EIA PROPERTY OWNER: PROGRESS ENERGY APPLICANT: NEXTEL COMMUNICATIONS p 851 TRAFALGAR CT. EAST INSTALLATION DETAILS MAITLAND, FL 32751 POWER COMPANY: PROGRESS ENERGY i TELCO COMPANY: BELLSOUTH I VN.\O�5 Ebe C'C) eS 4`O d V° ice �� ,', Y� _� COde eau\1e�ssua e `�\°\a P �Ip�a o'� 69p 109 ,�,crrr 1 L:^ ' r li' irl DRIVING DIRECTIONS TAKE 1-4 EAST TOWARDS DAYTONA BEACH. TAKE THE CR -46A EXIT (EXIT 101) TOWARDS SANFORD / HEATHROW. TURN RIGHT ONTO HE THOMAS JR PKWY / CR -46A THEN TAKE A LEFT ONTO RHINEHART RD / CR -431B. AREA MAP DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREEP�ANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME{ UNDERGROUND SERVICE ALERT � 1 CALL TOLL FREE 1-800-432-4T70 48 HOURS BEFORE YOU DiC PWO M° NEXTEL COMMUNICATIONS 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 OFFICE: (407) 838-5417 FAX: (407) 838-5400 V'Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MAITLAND, FL 32751 OFFICE (407)&44-0097 6-0097 FAX: (407) 644-0090 PREPARED BY, A)Wsolutions In Co r p o r a to d 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA# 26983 PROJECT NO: 100.047 Of DRAWN BY: CN CHECKED BY: JD 1 1 12/27/06 1 REVISED PER COMMENTS 0 11/14/06 ISSUED FOR CONSTRUCTION B 11/08/06 RE -ISSUED FOR REVIEW A 10/02/06 ISSUED FOR REVIEW REV DATE DESCRIPTION I DEC b GREGORY ALAN JOHNSON FL P.E. x¢57783 IT IS A VIOLATION OF LAWFOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTION5 IN WRITING, AW SOLUTIONS. INC. DISCLAIMS ALL LIABILITY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. NEXTEL SITE # FL1112 DAWSON LAKE 1080 RHINEHART ROAD SANFORD, F132771 �f TLE SHEET SHEET NUMBER T1 SHEET INDEX SHEET NO. SHEET DESCRIPTION -_ 71 TITLE SHEET 1 E1 GENERAL NOTES 0 EIA PROGRESS ENERGY NOTES 0 E2 SITE PLAN p E2.1 INSTALLATION DETAILS 1 E3 RISER DIAGRAM 1 E4 TOWER ELEVATION E5 GROUNDING DETAILS 0 51 CONCRETE SLAB NOTES 0 S2 53 FOUNDATION NOTES STRUCTURAL DETAILS 0 I VN.\O�5 Ebe C'C) eS 4`O d V° ice �� ,', Y� _� COde eau\1e�ssua e `�\°\a P �Ip�a o'� 69p 109 ,�,crrr 1 L:^ ' r li' irl DRIVING DIRECTIONS TAKE 1-4 EAST TOWARDS DAYTONA BEACH. TAKE THE CR -46A EXIT (EXIT 101) TOWARDS SANFORD / HEATHROW. TURN RIGHT ONTO HE THOMAS JR PKWY / CR -46A THEN TAKE A LEFT ONTO RHINEHART RD / CR -431B. AREA MAP DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREEP�ANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME{ UNDERGROUND SERVICE ALERT � 1 CALL TOLL FREE 1-800-432-4T70 48 HOURS BEFORE YOU DiC PWO M° NEXTEL COMMUNICATIONS 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 OFFICE: (407) 838-5417 FAX: (407) 838-5400 V'Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MAITLAND, FL 32751 OFFICE (407)&44-0097 6-0097 FAX: (407) 644-0090 PREPARED BY, A)Wsolutions In Co r p o r a to d 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA# 26983 PROJECT NO: 100.047 Of DRAWN BY: CN CHECKED BY: JD 1 1 12/27/06 1 REVISED PER COMMENTS 0 11/14/06 ISSUED FOR CONSTRUCTION B 11/08/06 RE -ISSUED FOR REVIEW A 10/02/06 ISSUED FOR REVIEW REV DATE DESCRIPTION I DEC b GREGORY ALAN JOHNSON FL P.E. x¢57783 IT IS A VIOLATION OF LAWFOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTION5 IN WRITING, AW SOLUTIONS. INC. DISCLAIMS ALL LIABILITY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. NEXTEL SITE # FL1112 DAWSON LAKE 1080 RHINEHART ROAD SANFORD, F132771 �f TLE SHEET SHEET NUMBER T1 ELECTRICAL CONSTRUCTION SPECIFICATIONS MAIo NEXTEL COMMUNICATIONS 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 OFFICE: (407) 838-5417 FAX: (407) 838-5400 r,ig 1. SCOPE: PROVIDE LABOR, MATERIALS, AND EQUIPMENT, ETC., REQUIRED TO 11. CUTTING AND PATCHING: PROVIDE CUTTING REQUIRED TO DO THE WORK. DO COMPLETE THE INSTALLATION SHOWN ON THE DRAWINGS. NOT CUT MAJOR STRUCTURAL ELEMENTS WITHOUT APPROVAL PATCHING SHALL If Group, Inc. BE OF QUALITY EQUAL TO AND OF MATCHING APPEARANCE OF EXISTING 1101 N. LAKE DESTINY RD. 2. CODES AND STANDARDS: INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS CONSTRUCTION. SUITE 130 AND ORDINANCES, UTILITY COMPANY REGULATIONS AND APPUCABLE MARLAND, FL 32751 REQUIREMENTS OF LATEST EDITIONS OF: 12. DITCHING AND BACKFILL- PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT OFFICE. (407) 644-0097 A. FBC - FLORIDA BUILDING CODE' AND/OR CABLES. FAX. (407) "4-0090 B. UL - UNDERWRITERS LABORATORIES PREPARED BY: 13. RACEWAYS: UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC CONDUIT C. NEC - NATIONAL ELECTRICAL CODE (MEET NEMA TC2 - 1990). EXPOSED CONDUIT SHALL BE RIGID GALVANIZED D. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION STEEL CONDUIT. UNDERGROUND PVC CONDUIT SHALL TRANSITION TO RIGID SolutionsE. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT GALVANIZED STEEL CONDUIT BEFORE RISING ABOVE GRADE. PLUG AND CAP F. NESC - NATIONAL ELECTRICAL SAFETY CODE EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL G. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION - CODE 58 STRINGS - 200 LB. TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL n c 300 CRR o nOWN O r a >< e u OAK CENTRE DRIVE 3. PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, BE MINIMUM OF 24" RADIUS. GRS CONDUITS WHEN SPECIFIED, SHALL MEET LONGWOOD, FL 32750 INSPECTIONS, ETC. UL -6 FOR GALVANIZED STEEL ALL FITTINGS SHALL BE SUITABLE FOR USE rTEL:407.260. 231 WITH THREADED RIGID CONDUIT. FL. COA# 26983 4. COORDINATION: COORDINATE WORK WITH OTHER TRADES. 14. SUPPORTS: AS REQUIRED BY THE NEC. PROJECT NO: 100.047 5. SUBMITTALS: SUBMIT BROCHURES FOR APPROVAL ON MAJOR SYSTEM 15. CONDUCTORS: USE 98% CONDUCTIVITY COPPER WITH TYPE XHHW-2 DRAWN BY: CN COMPONENTS. INSULATION, -600 VOLT, COLOR CODED. USE SOUD CONDUCTORS FOR WIRE UP TO AND INCLUDING 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE 8 CHECKED BY: JD 6. EXISTING SERVICES: DO NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN AWG. PERMISSION OF THE OWNER AND WIRELESS CARRIER. 7, EQUIPMENT: CONNECT ELECTRICALLY OPERATED EQUIPMENT. 16. CONNECTORS FOR POWER CONDUCTORS: . USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR 10 AWG AND SMALLER. USE SOLDERLESS 8, RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS MECHANICAL TERMINAL LUGS FOR 8 AWG AND LARGER. BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN 17. SERVICE: 120/24OV, SINGLE PHASE, 3 WIRE CONNECTION AVAILABLE FROM SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE UTILITY COMPANY. COORDINATE AND PAY ALL FEES. CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 18. ALARM SERVICE. PROVIDE EMPTY CONDUITS WITH PULL STRINGS AS INDICATED 0 11/14/06 ISSUED FOR CONSTRUCTION 9. IDENTIFICATION: IDENTIFY SERVICE DISCONNECTION MEANS WITH PERMANENT ON DRAWINGS. 8 11/08/06 RE -ISSUED FOR REVIEW NAMEPLATE. A 10/02/06 ISSUED FOR REVIEW 10. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, 19. PROVIDE A GROUND WIRE SIZED PER NEC IN ALL CIRCUITS OVER 20 AMPS, REV DATE DESCRIPTION SHORTS, GROUND, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO AND IN ALL CIRCUIT RUNS IN SEAL TIGHT CONDUITS. THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED 20. A.I.C. RATING TO MEET OR EXCEED ACTUAL AVAILABLE FAULT CURRENT. IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. GENERAL NOTES: DIMENSIONS SHOWN ARE APPROXIMATE. EXACT DIMENSIONS MAY BE MODIFIED SLIGHTLY BASED ON EXACT EQUIPMENT OBTAINED, SITE CONDITIONS AND OWNER PREFERENCES. CHANGES MUST BE APPROVED BY PT ACCESS NETWORKS (PTAN) PRIOR TO CONSTRUCTION. A MINIMUM OF 3'-0" DEEP X 2'-6" WIDE X 6'-0" HIGH WORKING SPACE CLEARANCE SHALL BE PROVIDED AT FRONT OF ANY ACCESS TO LIVE PARTS IN ELECTRICAL EQUIPMENT AND AS REQUIRED BY THE NEC, THE LOCAL UTILITY COMPANY AND AHJ. POWER EQUIPMENT SHALL BE SQUARE D. SIEMENS, CUTLER -HAMMER OR GENERAL ELECTRIC. ALL EQUIPMENT MUST BE OF ONE MANUFACTURER. UNUSED CONDUITS SHALL BE SEALED TO PREVENT MOISTURE INSIDE CONDUITS. UNUSED CONDUITS SHALL BE SEALED AFTER. SERVICES HAVE BEEN RUN (IN METER CENTER, TELCO ENCLOSURE AND CARRIER EQUIPMENT). ALL CABINETS AND ENCLOSURES TO BE MOUNTED USING PRE -DRILLED HOLES FROM MANUFACTURER, MIN. OF (4) BOLTS PER CABINET. INSTALL PER MANUFACTURER'S SPECIFICATIONS. ELECTRICAL SERVICE SHALL BE RATED 200A, 2 POLE, 120/24OV, 10 3W. CONTRACTOR TO VERIFY UTILITY CO. FAULT CURRENT AND ENSURE THAT ALL EQUIPMENT MEETS FAULT CURRENT. (AT A MIN. ALL EQUIPMENT TO BE 10,000 AIC). FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT REFER TO VENDOR PRINTS PROVIDED BY PPC MANUFACTURER. ALL CONDUIT INSTALLED ABOVE GROUND LEVEL TO BE RGS. CONTRACTOR SHALL TRANSITION RGS AT ELBOW LOCATION TO PVC UNDERGROUND. LABEL ALL BREAKERS. Novk506 GREGORY ALAN JOHNSON FL P.E. X157783 IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECDON OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTIONS IN WRITING. AW SOLUTIONS. INC. DISCLAIMS ALL LIABILITY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. NEXTEL SITE # FL1112 DAWSON LAKE . 1080 RHINEHART ROAD SANFORD, FL 32771 SHEET TITLE GENERAL ok� ��`� NOTES 01 0� SHEET NUMBER . �0 E1 NEXTEL/SPRINT GENERATOR INSTALLATIONS ON PROGRESS ENERGY. FLORfDA FOR TRANSMISSION OR SUBSTATION STRUCTURE .SITES GENERATOR NOTES FOR INSTALLATION AT PROGRESS ENERGY, FL. TRANSMISSION STRUCTURES OR LIGHTNING MAST STRUCTURES SPRINT SITE NAME SPRINT SITE NUMBER PT ACCESS NETWORKS/ PGN SITE NAME N/A N/A N/A NEXTEL SITE NAME NEXTEL SITE NUMBER PT ACCESS NETWORKS/ PGN SITE NAME DAWSON LAKE FL1112 DAWSON LAKE DWS -68 1 THE FACE OF ALL GENERATOR CABINETS WILL BE PLACED AT LEAST 6 FEET FROM THE CLOSEST ELECTRICAL CONDUCTOR CONTAINING VOLTAGE GREATER THAN 600 VOLTS. 2. THE FACE OF ALLGENERATOR CABINETS WILL -BE PLACED AT LFAST 10 -FEET FROM ALL IGNITION SOURCES. 3. INSTALL A "ZINC MAT GROUNDING SYSTEM" — A MINIMUM OF 1'-6" FEET BELOW FINISHED GRADE AND THE NEW ZINC MAT SYSTEM WILL EXTEND 12" OUTSIDE THE PERIMETER OF THE NEW GENERATOR CONCRETE SLAB. BACKFILL AND COMPACT EXCAVATED AREA TO ACHIEVE A STABILITY TO SUPPORT THE NEW PAD AND GENERATOR. 4. BACK FILL THE EXCAVATED AREA WITH CLEAN FILL MATERIAL WITH LESS THAN 12% "FINES CONTENT", COMPACT TO AT LEAST 95% OF ITS MODIFIED PROCTOR VALUE, PRIOR TO INSTALLING THE NEW CONCRETE GENERATOR PAD. 5. THE ZINC MAT MUST BE BONDED TO THE EXISTING OR PROPOSED SITE FENCE WITH A MINIMUM OF (2) CONNECTIONS, CADWELDED AT EACH CONNECTION POINT. 6. A MINIMUM OF (2) 10 FT. LONG GROUND RODS WILL BE INSTALLED WITH ONE INSPECTION WELL THE GROUND RODS WILL BE CONNECTED TO THE GROUND FIELD AND MUST ATTAIN A MINIMUM OF 10 OHMS OR LESS MEGGAR READING. INSTALL ADDITIONAL GROUND RODS AS REQUIRED TO GAIN THE 10 OHM MINIMUM. 7. INSTALL AN INSULATION BARRIER PAD (HIGH DIELECTRIC STRENGTH MATERIAL - 3/8" TO 1/2" RUBBER MATTING) BETWEEN THE BOTTOM OF THE DIESEL FUEL CELL AND THE TOP OF THE CONCRETE PAD. 8. INSTALL AT LEAST (1) GROUND CONNECTION FROM THE DIESEL FUEL LINE AND MAKE MECHANICAL CONNECTIONS TO THE GROUND RING OR ZINC MAT (WHICH EVER IS APPLICABLE ON THE SPECIFIED SITE). 9. ALL GENERATOR FUEL TANKS WILL BE GROUNDED WITH (1) #2 TINNED COPPER WIRE CONNECTION TO THE GROUND FIELD. 10. ALL SURROUNDING FACILITIES AND LAND WILL BE PROTECTED DURING CONSTRUCTION AND RETURNED TO fTS ORIGINAL CONDITION UPON COMPLETION OF CONSTRUCTION. 11. CONTRACTOR WILL FOLLOW ALL PROGRESS ENERGY SAFETY AND CONSTRUCTION PROCEDURE GUIDELINES. 12. WHEN ANY HIGH REACHING EQUIPMENT.(I.E.— CRANES, BOOM TRUCKS, ETC.) ARE TO BE UTILIZED DURING CONSTRUCTION, AN APPOINTED PROGRESS ENERGY INSPECTER MUST BE PRESENT DURING SETTING OF ANY EQUIPMENT/ GENERATORS/FUEL TANKS/CABINETS. 13. CONTRACTOR TO SUPPLY AND INSTALL A SITE SPECIFIC SIGN INDICATING THE WIRELESS CLIENT NAME AND NUMBER AND A CONTACT PHONE NUMBER FOR EMERGENCY SITUATIONS. (SEE SIGN DETAIL 1 ON SHEET E4.) 14. REFER TO GROUNDING DETAIL, SHEET E2.1. N NEXTEL COMMUNICATIONS 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 OFFICE: (407) 838-5417 FAX: (407) 838-5400 Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MAITLAND, FL 32751 OFFIC FAX E(407) (40»644-0090 644-0097 PREPARED BY: Solutions I n a a v p a v a i a d 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA# 26983 PROJECT NO: 100.047 DRAWN BY: CN CHECKED BY: JD 0 1!!/14/061 ISSUED. FOR CONSTRUCTION B 1it/O8/O6 RE -ISSUED FOR REVIEW A 10/02/06 ISSUED FOR REVIEW REV I DATE DESCRIPTION NOV GREGORY ALAN JOHNSON FL P.E. #57783 R IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTIONS IN WRITING. AW SOLUTIONS. INC. DISCLAIMS ALL UABILITY ASSOCIATED WITH THE REUSE. ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. NEXTEL SITE # FL1112 DAWSON LAKE 1080 RHINEHART ROAD SANFORD, FL 32771 SHEET TITLE PROGRESS ENERGY NOTES SHEET NUMBER E1.1 . , r v z 0 �X X X X X X X X EXISTING TRANSMISSION STRUCTURE X EXISTING CHAINLINK FENCE -�— X ��EXISTING WAVEGUIDE BRIDGE (TYP.) X X EXISTING 4' GATE TO BE RELOCATED NEW 6' HIGH CHAINLINK X FENCE W/ (3) STRANDS OF BARBED WIRE TO MATCH EXISTING EXISTING NEXTEL j EQUIPMENT SHELTER (10' x 20') r EXISTING CHAINLINK I FENCE TO BE OD RELOCATED 1. NEW GENERATOR TO BE SUPPLIED BY NEXTEL Nmcrm AND INSTALLED BY CONTRACTOR. NEXTEL COMMUNICATIONS 2. CONNECTION TO� GENERATOR WILL BE: POWER, 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 START CIRCUIT, ALARM CIRCUIT, AND BATTERY OFFICE: (407) a38-5417 CHARGER CIRCUIT. FAX: (407) 838-5400 3. CONTRACTOR TO• COORDINATE COMMISSIONING ® Aw OF GENERATOR WITH NEXTEL 4. ALL CONDUITS SHALL BE FIELD ROUTED AS bo REQUIRED. MANUAL EXCAVATION REQUIRED.it %A110 Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MAITIAND, FL 32751 OMCE: (407) 644-0097 FAX: (407) 644-0090 PREPARED 0Y: A Alk Wsolutionis I n a o v p a v a t a d 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA# 26983 "HIGH DIELECTRIC STRENGTH PROJECT No: 100.04 MATERIAL,' RUBBER MATTING DRAWN BY: CN 3/8"-1/2" THICK CHECKED BY: JD NEW 60KW DIESEL GENERATOR ON NEW PRECAST CONCRETE PAD. S3 INSTALL GENERATOR PER MANUFACTURER'S SPECIFICATIONS 4' WIDE GATE (RELOCATED) 0 11/14/06 ISSUED FOR CONSTRUCTION B 11/08/D6 RE -ISSUED FOR REVIEW A 10/02/06 ISSUED FOR REVIEW REV DATE I DESCRIPTION X S-0" X i x Go I e - I n X I _ Nkv006 m LA GREGORY AN JOHNSON j FL P.E. #57783 IT IS A VIOLATION OF LAW. FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTIONS IN WRITING, AW SOLUTIONS, INC. DISCLAIMS ALL UABILITY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE - - CONTENTS HEREIN. X c X �® NEXTEL SITE # FL1112 DAWSON LAKE L_x _x_x X X X X X X -x--x— `A®tl" 1080 RHINEHART ROAD 2'0 CONDUIT FROM NEW SANFORD, FL 32771 GENERATOR TO ATS 10'-0` 1'0 CONDUIT FROM NEW of SHEET TITLE GENERATOR TO ALARM PANEL SITE 3/4"0 CONDUIT FROM NEW7 PLAN GENERATOR TO BATTERY 5 0 5 10 CHARGER SHEET NUMBER SCALE: 1' = 5' (11" x 17") C SCALE. 1' = 2.5' (24" x 36") C 2 GROUNDING NOTES: GENERATOR & FUEL TANK INSTALLATIONS AT PROGRESS ENERGY. FLORIDA TRANSMISSION AND SUBSTATION SITES NOTE: ALL MATERIALS ARE TO BE SUPPLIED AND INSTALLED BY CONTRACTOR 1. TYPICAL GENERATOR & FUEL TANK (SIZE IS SPECIFIC TO EACH M/8-TID�IAMETOERU NTED ON CONC�COPP��ERCLAD 2. X 10'-0" LONGROUND ROD(HARGER# 5810 OR SPCS APPROVED EQUIVALENT) MINIMUM. ADDITIONAL GROUND RODS MAY NEED TO BE INSTALLED TO MEET THE 10 OHMS OR LESS RESISTIVITY LEVEL FOR THE GROUNDING. CADWELD GROUND ROD TO GROUND RING. (SEE DETAILS: #1 & #2; SHEET E5) 3. (1) 10" X 2'-0" DEEP INSPECTION WELL (HARGER NO. 360-P-24 OR APPROVED EQUAL & (1) 5/8" DIAMETER X 10'-0" LONG COPPER CLAD GROUND ROD (HARGER# 5810 OR SPCS APPROVED EQUIVALENT) MINIMUM. ADDITIONAL GROUND RODS MAY NEED TO BE INSTALLED TO MEET THE 10 OHMS OR LESS RESISTIVITY LEVEL FOR THE GROUNDING. CADWELD GROUND ROD TO GROUND RING. (SEE DETAILS: #2 & #3; SHEET E5) 4. #2 AWG TINNED SOLID BARE COPPER CONDUCTOR FOR EXTERIOR GROUND RING. MINIMUM 1'-6" BELOW GRADE. TIE TO EXISTING SITE GROUND RING. 5. #2 AWG TINNED BARE SOLID COPPER CONDUCTOR, (2) MECHANICAL CONNECTIONS TO FUEL TANK & (1) MECHANICAL CONNECTION TO THE GENERATOR UNIT ENCLOSURE WITH 2 -HOLE SHORT BARREL COMPRESSION LUGS WITH TWO (2) 5/16" DIA. S.S. BOLTS, NUTS, AND STAR WASHERS. CONNECT TO EXTERIOR GROUND RING WITH CADWELD CONNECTION (TYPE TA). #2 AWG TINNED SOLID BARE COPPER CONDUCTOR FOR CONNECTION FROM GROUND RING TO FENCE. MIN. 24' BELOW GRADE. SUPPLIED AND INSTALLED BY CONTRACTOR. MAKE CONNECTIONS VIA CADWELD AT EACH FENCE POST. (SEE DETAILS: #1 & #4 SHEET E5) 6. NEW CHAIN LINK FENCE & GATE SIZE WILL BE SITE SPECIFIC. SITE SPECIFIC. (IF APPLICABLE) 6'-0" HIGH FENCE W/ 1'-0" BARBED WIRE AND ALL NECESSARY MATERIALS. FENCE LOCATION AND PERIMETER DIMENSIONS TO SURROUND THE CONCRETE GENERATOR/ FUEL TANK PAD WILL BE SITE SPECIFIC. (SEE DETAILS: #1 & #4; SHEET E5) 7. 3/8" TO 1/2" THICK RUBBER MATTING, "HIGH DIELECTRIC STRENGTH MATERIAL" PLACED BETWEEN THE FUEL TANK BOTTOM & THE TOP OF THE CONCRETE PAD AS AN INSULATING LAYER. DIELECTRIC MATERIAL TO EXTEND 2" OUTSIDE OF THE FUEL TANK PERIMETER IN ALL DIRECTIONS. 8. INSTALL "ZINC MAT" AT ALL DESIGNATED PROGRESS ENERGY TRANSMISSION OR SUBSTATIONSTRUCTURE LOCATIONS. ZINC MAT MUST BE INSTALLED 24" BELOW GRADE AND EXTEND 1'-0" OUTSIDE THE PERIMETER OF THE NEW CONCRETE GENERATOR PAD. ALL GROUNDING CONNECTIONS ARE MADE PRIOR TO BACKFILLING OF THE AREA AND COMPACTED TO MEET ASTM STANDARDS - PRIOR TO PLACEMENT OF GENERATOR PAD. 9. REFER TO SHEET E5 FOR GROUNDING DETAILS. 10. NEW GROUND LEADS FROM NEW GENERATOR GROUND RING MUST BE CONNECTED TO THE NEW OR EXISTING COMPOUND FENCE POSTS (VIA CADWELD). �--X X X X X I \ I ` I ` 1 > 4 INSTALL NEW GROUND �. LEAD TO EXISTING oe'D 14u-" u���.. MAI LY Dr-LVYY %1MAUL. IIVJMA IALL NLVV LINO I nom- �` 1'-0" OUTSIDE OF THE NEW CONCRETE PAD. BACKFI � �X AND COMPACT AS DESCRIBED ON SHEET E1.1 NOTES 3 of AND #8. 6%14 ® LEGEND GROUND ROD INSPECTION WELL ---- GROUND RING Nmam NEXTEL COMMUNICATIONS 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 OFFICE: (407) 838-5417 FAX: (407) 838-5400 Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MAITLAND, FL 32751 OFFICE (407) 644-0097 FAX: (407) 644-0090 PREPARED BY: sI ti ons I n c 77p a r a i a a 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA# 26983 PROJECT NO: 100.047 DRAWN BY: CN CHECKED BY: JD /27/06 REVISED PER COMMENTS /14/06 ISSUED FOR CONSTRUCTION /08/06 RE -ISSUED FOR REVIEW /02/06 ISSUED FOR REVIEW DATE DESCRIPTION I GREGORY ALAN JOHNSON I FL P.E. #57783 IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTIONS IN WRITING, AW SOLUTIONS, INC. DISCLAIMS ALL LIABILITY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. NEXTEL SITE # FL1112 DAWSON LAKE 1080 RHINEHART ROAD SANFORD, FL 32771 SHEET TITLE INSTALLATION DETAILS SHEET NUMBER E2.1 POLYPHASER SURGE SUPPRESSOR TELCO SERVICE TELCO PANEL CrMEXISTING ELECT. NO SERVICE, 200 AMP, NEXTEL COMMUNICATIONS ' 120/240V, 10 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 } OFFICE: (407) 838-5417 FAX: (407) 838-5400 ATS, 200A, ASCO MODEL 7000, 120/24OV, 10 ATS ALARM/STATUS CIRCUIT TO GENERATOR IN 1" CONDUIT. INSTALL (4) EXISTING 200A, BELDEN 9421. APPLETON PLUG, Z(l) BELDEN 120/24OV, 10 - 8422 3/4"C NOTE: 1. JUNCTION BOX MAY BE OMITTED. IF OMITTED, 1"0 CONDUIT AND BELDEN CABLES TO BE ROUTED DIRECTLY FROM GENERATOR TO ALARM PANEL IF JUNCTION BOX IS TO REMAIN, SIZE ACCORDING TO NEC REQUIREMENTS. O KWH METER EXISTING MAIN DISCONNECT WITH MAIN GROUNDING JUMPER 3#3/0+1#4G - 2"C POWER EQUIP.- 1 LOAD iTSCENTER e M ADD 20/1 CIRCUIT BREAKER FOR BATTERY CHARGER JUNCTION BOX JUNCTION BOX RISER DIAGRAM NTS lGroup, Inc. 1101 N. LAKE DESTINY RD. NEW STANDBY GENERATOR INSTALLED PER SUITE 130 MANUFACTURER'S SPECIFICATIONS. DO NOT BOND MAITLAND, FL 32751 NEUTRAL TO GROUND AT GENERATOR. SYSTEM OFFICE: (407) 644-0097 NON -SEPARATELY DERIVED. BOND GROUND FAX: (407) 644-0090 CONDUCTOR TO EQUIPMENT STEEL FRAME. PREPARED BY: CONTRACTOR MUST VERIFY THE SIZE OF THE PROPOSED GENERATOR WITH THE NEXTEL Kwsolutious REPRESENTATIVE PRIOR TO COMMENCEMENT OF THE INSTALLATION PROJECT. GENERATOR CAPACITY SHALL n c a v p a r a i a d BE SUFFICIENT TO SUPPORT CONNECTED LOAD. 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA# 26983 PROJECT NO: 100.047 - DRAWN BY: CN 2 #3/0 +1#3/0 120/240V, 10 GENERATOR CHECKED BY: JD NEU.+1#4 G-2 C. 6n��r OUTPUT CIRCUIT BREAKER CONTRACTOR TO FIELD 20OAMP, 2P, 3W VERIFY EXACT LOCATION OF CONDUIT ROUTING. GENERATOR ALARMS, STOP -START CONTROL AND BATTERY CHARGER (2) #2 AWG TINNED FROM GENERATOR TO NEW ' 1 12/27/06 REVISED PER COMMENTS GENERATOR GROUND RING 0 11/14/06 ISSUED FOR CONSTRUCTION B 11/08/06 RE -ISSUED FOR REVIEW EXISTING GRADE I A 10/02/06 ISSUED FOR REVIEW REV DATE DESCRIPTION NEW GROUND RING (2) #2 AWG TINNED FROM FUEL TANK TO NEW GENERATOR GROUND RING 3/4" CONDUIT DEL''Z 20 W/CONDUCTORS TO BATTERY CHARGER (3) #12. FROM 20/1 CKT. BKR. GREGORY ALAN JOHNSON FL P.E. #57783 IT 15 A VIOLATION OF LAW FOR ANY PERSON THEY ARE CTING UNDER THE ALARM CIRCUIT AND START/STOP OFNAESS LCEN D PROFESSIONAL ENGINEERO TION TO CALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY CONTROL TO GENERATOR IN 1" AW SOLUTIONS IN WRITING, AW SOLUTIONS, INC. DISCLAIMS ALL LIABILITY ASSOCIATED WITH THE CONDUIT. INSTALL 4 BELDEN 9421 REUSE, ALTERATION OR MODIFICATION OF THE AND (1) BELDEN 8422. CONTENTS HEREIN. SCOPE OF ELECTRICAL WORK: NEXTEL SITE # FL1112 DAWSON LAKE A. INSTALL NEW ATS (AUTOMATIC TRANSFER SWITCH). RHINEHART ROAD � B. INSTALL NEW GENERATOR AND FEEDER CIRCUIT. riFORD, FL 32771 C. INSTALL NEW 120V CIRCUIT FROM PPC TO G o� SHEET TITLE D. INSTALL NEW 1"C FOR ALARMS FROM %W PARE TH ATS AND TO. GENERATOR. RISER E. INSTALL POLYPHASER SURGE ARRESTOR UKLARM DIAGRAM CABLES. SEE NEXTEL MOP 2061108 FOR CONNECTION DETAILS. SHEET NUMBER E3 NOTE: 1. EXISTING ANTENNA NOT SHOWN. 2. EXISTING SHELTERS SURROUNDING TOWI NEW 6OKW DIESEL GENERAI PRECAST CONCRETE PAD. II GENERATOR PER MANUFACT SPECIFICATIONS. XISTING PROGRESS ENERGY, -L—TRANSMISSION STRUCTURE AWS -68 ELEVATION: LOOKING WEST TOWER TO GENERATOR EDGE DISTANCE NTS EXISTING GRADE m 24' CLIENT NAME: DAWSON LATE SITE ID#: FL1112 TYPE OF FUEL: DIESEL MAX FUEL CAPACITY: 336 GAL SPRINT/NEXTEL EMERGENCY PHONE NUMBER: 1-800-251-6769 PROGRESS ENERGY, FL NOC# 1-888-333-8251 NOTE: PLACEMENT OF SIGN WILL BE DETERMINED BY PROGRESS ENERGY AT TIME OF CONSTRUCTION. SIGN DETAIL 1 NTS Nexi NEXTEL COMMUNICATIONS 851 TRAFALGAR CT. FAST MAITLAND, FL 32751 OFFICE: (407) 838-5417 FAX: (407) 838-5400 Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MAI TLAND. FL 32751 OFFICE: (407) 644-0087 FAX: (407) 644-0090 PREPARED BY: K'Wsolutions I n a o v p o v a t a d 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA# 26983 PROJECT NO: 100.047 DRAWN BY: CN CHECKED BY: JD 0 11/14/06 ISSUED FOR CONSTRUCTION B 11/08/06 RE -ISSUED FOR REVIEW A 110/02/061 ISSUED FOR REVIEW REV I DATE I DESCRIPTION NO1500 GREGORY ALAN JOHNSON FL P.E. #57783 IT 15 A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTIONS IN WRITING, AW SOLUTIONS, INC. DISCLAIMS ALL LIABILITY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. NEXTEL SITE # FL1112 DAWSON LAKE 1080 RHINEHART ROAD SANFORD, FL 32771 SHEET TITLE TOWER ELEVATION SHEET NUMBER . E4 CABLE TAP DOWN AT 45 TO VERTICAL STEEL SURFACE OR SIDE OF HORIZONTAL OR VERTICAL PIPE. 1 Type HS HORIZONTAL CABLE TAP TO HORIZONTAL STEEL SURFACE OR PIPE. CABLE OFF SURFACE Q Type GT THROUGH CABLE TO TOP OF GROUND ROD. FINISHED ROCK GRADE - SEE SITE PLAN oo *.0 0.0°_ °° ° ° °°° ,° °°O° °°° ° ° o .o ..0 ° #2 SOLID Type VN HORIZONTAL CABLE TAP TO VERTICAL STEEL SURFACE OR THE SIDE OF HORIZONTAL PIPE Type NC THROUGH AND TAP CABLES TO GROUND ROD • Type GY THROUGH CABLE TO SIDE OF GROUND ROD CADWELD 1 NTS 10" DIA. x 2'-0" DEEP INSPECTION WELL (HARGER NO. 360-P-24 OR APPROVED EQUAL) De D ° 0° 0. 0. 00 °e°°o°° o°° o° o ° , oe °O°o o , ° 00°0 °°°°0 .0 0.0 10 0 .8 0 Type W THROUGH VERTICAL CABLE TO VERTICAL STEEL BOND EXTERIOR HALO GROUND I SURFACE OR TO THE SIDE TO INTERIOR HALO GROUND RIN( OF EITHER HORIZONTAL WITH CADWELD TYPE 'PC' CONNE OR VERTICAL PIPE BOND EXTERIOR HALO GROL TO GROUND ROD WITH CAD) TYPE 'GT' CONNECTION. Type GR CABLE TAP TO TOP GROUND RODS SHALL OF GROUND ROD TOGETHER WITH CADWI GROUND ROD EXOTHEI SPLICES. Type PC 5/8" X 10' DEEP COPPERCLAD STEEL THROUGH AND PARALLEL GROUND ROD TAP CABLE CORNER POST ° ° °° °O ° °0.BOND TO GROUND ROD WITH CADWELD TYPE 'GY' CONNECTION CADWELD CADWELD N0. 2 SOLID TINNED (TYPE. VS: BARE COPPER GROUND RING ^O° #57 LIMEROCK ° ° 5/8" x 10' DEEP COPPERCLAD STEEL GROUND ROD. (INSTALL GROUND RODS AS NECESSARY TO ACHIEVE MINIMUM SITE MEGA TEST REQUIREMENTS) EXOTHERMIC WELD INSPECTION WELL DETAIL 2 NTS TYPICAL GROUNDING CONNECTION 3 NTS NOTE: BARBED WIRE TO BE BONDED ON EACH SIDE OF FENCE AND GATE AT ONE LOCATION. BARBED WIRE BE BONDED TI FENCE FABRIC TOP RAIL— TENCE FABR GROUND STRAP BARBED WIRE TO BE BONDED TO FENCE FABRIC GATE FRAME --- ejLl$;?iii?i?il*��sl•�CG:.AD��h1�F.:•:•.�EA Ot�CCA�DWELD CONNECTIONI­ COPPER CONDUCTOR EXTERIOR GROUNDING GROUNDING#2 AWG TINNED SOLID BARE FENCE NTS ramam NEXTEL COMMUNICATIONS 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 OFFICE (407) 838-5417 FAX: (407) 838-5400 ja 0� i Fa Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MAITLAND, FL 32751 OFFICE (407) 644-0097 FAX: (407) 644-0090 PREPARED BY: Aw:soludlolmls In c a r p a r a I a a 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA# 26983 PROJECT NO: 100.047 DRAWN BY: CN CHECKED BY: JD /14/06 ISSUED FOR CONSTRUCTION /06/06 RE -ISSUED FOR REVIEW /02/06 ISSUED FOR REVIEW DATE DESCRIPTION IT IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTIONS IN WRITING, AW SOLUTIONS, INC. DISCLAIMS ALL LIABILITY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. NEXTEL SITE # FL1112 DAWSON LAKE 1080 RHINEHART ROAD SANFORD, FL 32771 ® SHEET TITLE GROUNDING DETAILS SHEET NUMBER E5' o N eA FLORIDA MARKET GENERATOR INSTALLATION GENERATOR SUPPORT PLAN AND DETAIL DRAWINGS CONCRETE NOTES 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ASTM A 185 ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 544.1R "FIBER REINFORCED CONCRETE" ACI 544.2R "MEASUREMENT OF PROPERTIES OF FIBER REINFORCED CONCRETE' 2. MIX DESIGN SHALL BE APPROVED. BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. 3. CONCRETE SHALL BE NORMAL WEIGHT, NTH A MAXIMUM 4" SLUMP,. AND HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI UNLESS OTHERWISE NOTED. 4. MAXIMUM AGGREGATE SIZE SHALL BE 1". 5. THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT: ASTM C 150, TYPE I REINFORCEMENT: ASTM A 185 NORMAL WEIGHT AGGREGATE: ASTM C 33 WATER: POTABLE ADMIXTURES: NON -CHLORIDE CONTAINING FIBEROUS REINFORCING ASTM C1116 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 7. A CHAMFER OF 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 8. INSTALLATION OF CONCRETE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. 9. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 10. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI -301. 11. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 12. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. 13. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. 14. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. 15. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. 16. FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. 17. FIBER REINFORCED CONCRETE MIX SHALL INCLUDE 1 1/2 LBS OF FIBER PER CUBIC YARD. SITE PREPARATION NOTES: 1. CONTRACTOR AND/OR DEVELOPER ARE RESPONSIBLE FOR PROVIDING A BUILDING SITE FREE OF DRAINAGE PROBLEMS. 2. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY HORIZONTAL ON UNDISTURBED SOIL AND BE FREE FROM LOOSE MATERIAL AND EXCESS GROUND WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED IF REQUIRED. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL IF SOUND SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE FOUNDATION. 4. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE -FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED AS COMPILING CONCRETE THICKNESS. ` 5. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE BACK FILLING, ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. 6. BACK FILLING SHALL:- -USE HALL:-USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE; -BE FREE FROM CLODS OR STONES OVER 2-1/2" 7. SITE FILL MATERIAL AND FOUNDATION BACK FILL SHALL BE PLACED IN LAYERS, MAXIMUM 6" DEEP BEFORE COMPACTION. EACH LAYER SHALL BE SPRINKLED IF REQUIRED AND COMPACTED BY HAND OR MACHINE TAMPERS TO 95% OF MAXIMUM DENSITY, AT THE OPTIMUM MOISTURE CONTENT f2% AS DETERMINED BY ASTM DESIGNATION D-698, UNLESS OTHERWISE APPROVED. 8. FILL PREPARATION: REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACING FILLS. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION OR AERATE SOIL AND RECOMPACT_ TO REQUIRED DENSITY. 9. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME THICKNESS. SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO REQUIRED SUBGRADE ELEVATIONS, AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUBGRADE 10. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND SHALL BE OF THE SAME THICKNESS. 11. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGUGENCE ®Q® SHALL BE REPAIRED / REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. `d 12. .CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY 0 � AS TO AVOID INTE RRUP11ONS TO PROPERTY OWNER'S OPERATIONS. N 13. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION?Of 14. GEOTEXTILE SHALL MEET OR EXCEED EXXON TYPAR-3401. 160 15. ALL CUT AND FILL SLOPES SHALL BE 3:1 MAXIMUM Nocrm NEXTEL COMMUNICATIONS 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 OFFICE: (407) 838-5417 FAX: (407) 838-5400 is Aw Group, Inc. 1101 N. LAKE DESTINY. RD. SUITE 130 MAITLAND, FL 32751 OFFICE (407) 644-0097 FA): (407) 644-0090 PREPARED BY: AWsolutions I u¢ a r p a r a t a a 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA# 26983 PROJECT NO: 100.047 DRAWN BY: CN CHECKED BY: JD 0 11/14/06 ISSUED FOR CONSTRUCTION B 11/08/06 RE -ISSUED FOR REVIEW A 10/02/06 ISSUED FOR REVIEW REV DATE DESCRIPTION EMMANUEL POULIN FL P.E. # 54073 R IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTIONS IN WRITING, AW SOLUTIONS, INC. DISCLAIMS ALL LIABILITY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. NEXTEL SITE # FL1112 DAWSON LAKE 1080 RHINEHART ROAD SANFORD, FL 32771 SHEET �TITLE ��NCRETE.SLAB warps SHEET NUMBER S1 0 NEXTEL COMMUNICATIONS 851 TRAFALGAR CT. EAST MAITLAND. FL 32751 OFFICE: (407) 838-5417 FAX: (407) 838-5400 FOUNDATION NOTESJtq W�_ , l 1. WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, SAFETY REGULATIONS AND UNLESS OTHERWISE NOTED, THE LATEST REVISION OF Group, Inc. ACI 318, 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING STRUCTURAL STEEL NOTES- 1101 N. LAKE DESTINY RD. CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. SUITE 130 1. ALL STRUCTURAL STEEL SHALL BE A-36. MAITLAND, FL 32751 2. CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE STATE REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE. 2. ALL PIPES & LEG REINFORCEMENT SHALL BE A-53 GRADE B (IF APPLICABLE). OFFICE. (407) 644-0097 FAX: (407) 644-0090 3. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN DURABLE 3. BOLTS SHALL BE A-325 WITH THREADS EXCLUDED FROM THE SHEAR PLANE PREPARED BY: CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED AGGRESSIVE ACTIONS. THE DURABILITY REQUIREMENTS OF ACI 318 CHAPTER 4 UNLESS OTHERWISE NOTED. Alk SHALL BE SATISFIED BASED ON CONDITIONS EXPECTED AT THE SITE. AS A MINIMUM, CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE 4. ALL A-325 BOLTS, NUTS, AND WASHERS SHALL BE AMERICAN MADE. THE dhom STRENGTH OF 3000 PSI (20.7 MPa) IN 28 DAYS. MANUFACTURER SHALL PROVIDE CERTIFICATION THAT THEY ARE AMERICAN olutiulls MADE. 4. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED 1 INCH (25 MM); SIZE SUITABLE FOR INSTALLATION METHOD UTILIZED; OR ONE-THIRD 5. WELDING SHALL BE DONE WITH E70 ELECTRODES IN ACCORDANCE WITH A.W.S. i n c a v p a r a t a d CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. 300 CROWN OAK CENTRE DRIVE WELDING CODES. LONGWOOD, FL 32750 5. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE REQUIREMENTS OF ASTM A 615 GRADE 60 UNLESS OTHERWISE NOTED. 6. ALL STRUCTURAL STEEL AND PIPE TO BE HOT DIPPED GALVANIZED PER ASTM TEL: 407.260.0231 SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED UNLESS OTHERWISE INDICATED. A123. ALL NUTS AND WASHERS TO BE GALVANIZED PER ASTM A153. FAX: 407.260.0749 _ 7. ALL PIPE SHALL BE GALVANIZED INSIDE AND OUTSIDE. FL. COA# 26983 6. FOUNDATION SHALL BE FORMED WITH PLYWOOD OR METAL PANELS SUFFICIENT FOR STRUCTURAL AND VISUAL REQUIREMENTS. FORMS PROJECT NO: 100.047 SHALL BE STRUCTURALLY ADEQUATE TO WITHSTAND UNCURED CONCRETE PRESSURE. FORMS SHALL BE REMOVED ONCE CONCRETE HAS 8. EDGE DISTANCE 1 1/4' UNLESS OTHERWISE NOTED. ATTAINED 75% OF ITS ULTIMATE STRENGHT.DRAWN BY: CN 9. HOLES SHALLBE PUNCHED OR DRILLED 1/16" LARGER THAN THE DIAMETER OF 7. WELDING IS PROHIBITED ON REINFORCING STEEL EMBEDMENTS. THE BOLTS THEY WILL RECEIVE UNLESS OTHERWISE NOTED. CHECKED BY: JD 10. ALLFIELD DRILLED HOLES AND FIELD CUT ENDS SHALL BE GIVEN TWO (2) 8. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES (76 MM) UNLESS OTHERWISE NOTED. APPROVED SPACERS SHALL COATS OF ZRC. GALVILITE GALVANIZING REPAIR COMPOUND OR APPROVED BE USED TO INSURE A 3 INCH (76 MM) MINIMUM COVER ON REINFORCEMENT. EQUIVALENT. TOUCH UP AND REPAIR OF GALVANIZED SURFACES SHALL BE PERFORMED PER THE REQUIREMENTS OF ASTM A-780. 9. CONCRETE COVERED FROM TOP OF FOUNDATION TO ENDS OF VERTICAL REINFORCEMENT SHALL NOT EXCEED 3 INCHES (76 MM) NOR BE 11. ALL U -BOLTS SHALL HAVE 2 EA NUTS PER LEG OR ONE ANCO LOCK NUT LESS THAN 2 INCHES (51 MM). 10. FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2000 PSF AND AN ALLOWABLE LATERAL PASSIVE PRESSURE OF 150 PSF/FT OF DEPTH. GENERAL CONTRACTOR TO ALLOW FOR THIRD PARTY TESTING OF SOILS PRIOR TO PLACING 0 11/14/06 ISSUED FOR CONSTRUCTION CONCRETE. COORDINATE TESTING WITH CONSTRUCTION MANAGER. a 11/08/06 RE -ISSUED FOR REVIEW 11. FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL ENGINEERING PRINCIPLES AND A toIssFOR REVIEW DESIGN CRITERIA: REV DATE ATE DESCC FOR PRACTICES WITHIN THE LIMITS OF THE SUBSURFACE DATA PROVIDED. FOUNDATION DESIGN MODIFICATIONS MAY BE REQUIRED IN THE EVENT OF THE FOLLOWING DESIGN PARAMETERS ARE NOT APPLICABLE FOR THE SUBSURFACE CONDITIONS ENCOUNTERED. 1. BUILDING CODE 2004 FISC AND ASCE 7-02. 12. FOUNDATION DESIGN ASSUMES LEVEL GRADE AT TOWER SITE. WIND LOAD PER ASCE 7-02---- 13. FOUNDATION INSTALLATION SHALL BE SUPERVISED BY PERSONNEL KNOWLEDGEABLE AND EXPERIENCED WITHIN THE PROPOSED A. BASIC WIND SPEED: 110 MPH, 3 SEC GUST f FOUNDATION TYPE. CONSTRUCTION SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED INSTALLATION PRACTICES. B. WIND IMPORTANCE FACTOR: f 14. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE PERFORMED TO VERIFY THAT CONSTRUCTION MATERIALS, INSTALLATION 1.0 UNMANNED TELECOMMUNICATIONS .FACILITY METHODS AND ASSUMED DESIGN PARAMETERS ARE ACCEPTABLE BASED ON CONDITIONS EXISTING AT THE SITE. BUILDING CATEGORY II 15. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO CONCRETE PLACEMENT. SIDES OF EXCAVATION SHALL BE C. WIND EXPOSURE: C 1 ROUGH AND .FREE OF LOOSE CUTTINGS. D. WIND PRESSURE COMPONENT & CLADDING NOV 1 5� 6 16. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT SEGREGATION OF CONCRETE MATERIALS, INFILTRATION OF WATER OR EMMANUEL PO UN SOIL AND OTHER OCCURRENCES WHICH MAY DECREASE THE STRENGTH OR DURABILITY OF THE FOUNDATION. 30 PSF (TOTAL LATERAL) FL P.E. f 54073 _ - IT IS A VIOLATION OF LAW FOR ANY PERSON 17. FREE FALL CONCRETE MAY BE USED PROVIDED FALL IS VERTICAL DOWN WITHOUT HITTING SIDES OF EXCAVATION, FORMWORK, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER REINFORCING BARS, FORM TIES, OR OTHER OBSTRUCTIONS. UNDER NO CIRCUMSTANCES SHALL CONCRETE FALL THROUGH WATER. 2. DEAD LOAD. THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTIONS IN WRITING, AW SOLUTIONS, INC. DISCLAIMS ALL UABIUTY ASSOCIATED WITH THE 18. FOUNDATION DESIGN ASSUMES CONTINUOUS CONCRETE PLACEMENT WITHOUT CONSTRUCTION JOINTS. A. EQUIPMENT WEIGHT PER MANUFACTURER DATA REUSE. ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. 19. TOP OF FOUNDATION OUTSIDE LIMITS OF ANCHOR BOLTS SHALL BE SLOPED TO DRAIN WITH A FLOATED FINISH. AREA INSIDE LIMITS OF 3. SEISMIC LOAD DOES NOT GOVERN THIS DESIGN NEXTEL SITE FL7112 ANCHOR BOLTS SHALL BE LEVEL WITH A SCRATCHED FINISHED. DAWSON LAKE 20. EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4"x3/4" (19MM x 19MM) MINIMUM. 1080 RHINEHART ROAD 21. INTIMATE CONTACT BETWEEN CONCRETE AND SOIL -WALLS OF PAD IS ESSENTIAL FOR ADEQUATE FOUNDATION PERFORMANCE. THE SANFORD, FL 32771 CONCRETE SHOULD BE APPROPRIATELY VIBRATED DURING CONSTRUCTION. ® SHEET TITLE FOUNDATION No1Es ®� SHEEP NUMBER S2 10'-0" AR 12" X 6" STUB -UP OPENING SEE ANCHOR LI ------:PLATE DETAIL 2 LIFTING NG EYE YE (TYP.) I I GRADE I I I / I I --- 6" MIN. j X/ / / El ELEVATION SCALE: 3/4"=1'-0" LIFTING EYES SHALL BE CUT AT CONCRETE SURFACE ONCE SLAB IS IN PLACE- 5 LACE ANCH (TYP. N 5 1/2" I K) -F- I _ 3" CLR. (-j ANCHOR DETAIL LLY NOT TO SCALE REBAR LIFTING EYE 6'-0" 31 CONCRETE SLAB DETAIL SCALE: 3/4"=1'-0" NOTES: CONTRACTOR WILL PROVIDE RAMSET RED HEAD 3/4"0 TRUBOLT WEDGE ANCHORS EMBEDDED 3 1/4' IN SLAB. (8) ANCHOR PLATES SHALL BE USED TO CLAMP GENERATOR TO FOUNDATION. #4 REBAR, 8" O.C., EACH WAY (TOP AND BOTTOM) 3/4" CHAMFER — 6" MIN. 3" CLR. 12"X6' CONDUIT STUB -UP OPENING #4 REBAR X 2' -0 - LONG (TYP. OF 2) R REINFORCEMENT PLAN VIEW NOT TO SCALE 6'-0' 6'X5'-6' CONCRETE SLAB (TYP. OF 2) #4 O 8' O.C. BOTH WAYS (TOP AND BOTTOM) 3" CLR. TYP. Fdocrm NEXTEL COMMUNICATIONS 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 OFFICE: (407) 838-5417 FAX: (407) 838-5400 Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MATRJWD, FL 32751 OFFIC: , (407)644—aos7 (407) 644-0090 PREPARED BY: � olutions I n a a r p a r a t a a 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA# 26983 PROJECT NO: 100.047 DRAWN BY: CN CHECKED BY: JD 0 111/14/061 ISSUED FOR CONSTRUCTION 8 11/08/06 RE -ISSUED FOR REVIEW A 10/02/06 ISSUED FOR REVIEW REV I DATE DESCRIPTION NOV 15 2� EMMANUEL PO N FL P.E. # 54073 R IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTIONS IN WRTING, AW SOLUTIONS, INC. DISCLNMS ALL UABILTTY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. NEXTEL SITE # FL1112 DAWSON LAKE 1080 RHINEHART ROAD SANFORD, FL 32771 SHEET TITLE a® V� STRUCTURAL - 1'-1 1/ " � ® DETAILS 1'-1 1/z" �� (KOHLER 30kw, 60kw. 80kw vs SHEET NUMBER 5 PLAN VIEW �® \� S3 NOT TO SCALE MONOMER MENNEN m■■■■■■m ■■■■■■■■ ■■■m■m�■ .■■■■■■■ m■■■o■mm 01mm■mmo110 01000000II0 mommo■om 0000000 m R REINFORCEMENT PLAN VIEW NOT TO SCALE 6'-0' 6'X5'-6' CONCRETE SLAB (TYP. OF 2) #4 O 8' O.C. BOTH WAYS (TOP AND BOTTOM) 3" CLR. TYP. Fdocrm NEXTEL COMMUNICATIONS 851 TRAFALGAR CT. EAST MAITLAND, FL 32751 OFFICE: (407) 838-5417 FAX: (407) 838-5400 Group, Inc. 1101 N. LAKE DESTINY RD. SUITE 130 MATRJWD, FL 32751 OFFIC: , (407)644—aos7 (407) 644-0090 PREPARED BY: � olutions I n a a r p a r a t a a 300 CROWN OAK CENTRE DRIVE LONGWOOD, FL 32750 TEL: 407.260.0231 FAX: 407.260.0749 FL. COA# 26983 PROJECT NO: 100.047 DRAWN BY: CN CHECKED BY: JD 0 111/14/061 ISSUED FOR CONSTRUCTION 8 11/08/06 RE -ISSUED FOR REVIEW A 10/02/06 ISSUED FOR REVIEW REV I DATE DESCRIPTION NOV 15 2� EMMANUEL PO N FL P.E. # 54073 R IS A VIOLATION OF LAW FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOCUMENT. UNLESS EXPLICITLY AGREED TO BY AW SOLUTIONS IN WRTING, AW SOLUTIONS, INC. DISCLNMS ALL UABILTTY ASSOCIATED WITH THE REUSE, ALTERATION OR MODIFICATION OF THE CONTENTS HEREIN. NEXTEL SITE # FL1112 DAWSON LAKE 1080 RHINEHART ROAD SANFORD, FL 32771 SHEET TITLE a® V� STRUCTURAL - 1'-1 1/ " � ® DETAILS 1'-1 1/z" �� (KOHLER 30kw, 60kw. 80kw vs SHEET NUMBER 5 PLAN VIEW �® \� S3 NOT TO SCALE CITY OF SANFORD FIRE DEPARTMENT 01 FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-567%7 I DATE: PERMIT #: BUSINESS NAME / PROJECT:— 1 ADDRESS: O lJ () �% l\ 1� d1�� �C� Q Q PHONE NO.:(�67 Oa-;�t FAX NO.: 0/07 J -42-77 07W CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ ] F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ TENT PERMIT ,[ ] TANK PERMIT [ ] OTHER [ _ Ne-" c,�j���A O r' TOTAL FEES: $ (PER UNIT SEE BELOW) Address / Bldg. # / Unit # Square Footne Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. _ 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division Applicant's Signature