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HomeMy WebLinkAbout24b Cedar AveFri ,aD CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION QJ 3ApplicationNo: Documented Construction Value: $ Job Address: P Cis eHistoric District: Yes No Parcel ID: 36 -1 ci ^ 3 0 - ,;> Li--%l oy -42O S7 Zoning: Description of Work: 1 d L'/- no Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name Phone: Street: V 0_ B01 04 s Resident.of property? City, State Zip: Contractor Information Name Phone. - Street: Fax: City, State Zip: State License No.: Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: / No. of Dwelling Units: Flood Zone: Electrical Plumbing New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical 4 {auct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: s 11 'v T Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found. in the public records of this county, and there may be additional permits ,required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. rra Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: COMMENTS: Rev 11.08 ENGINEERING: FIRE: Signature of Contractor/Agent Date ` 1 c i v Print C rtractor/Agent's Name 6G - 0 ignature of Notary -State of Florida Date Rt'13I 11 1 1,A1 1 ON`- tSoMN # DD629096 r.. ;:& nlar, 25.2011 CC.: Contractor/Agent is Personally Known to Me o F,- Produced ID Type of ID U.1-f i/J WASTE WATER: BUILDING: F - 7 i I EGEIVE® CITY OF SANF,ORD OCT 2 2010 BUILDING & FIRE PREVENTION PERMIT APPLICATION l Application. No: Documented Construction Value: $ Job Address: CapA, J,— Historic District: Yes No ' Parcel ID• 3(n - -'3 -52.4 - Qp` U zoning: Description of Work: Plan Review Contact Person: vv\"0111 Title: Phone 1 . ZZ. c (oCl'L Fax: Ce • (a - E-mail: cF V , M (v, Property Owner Information Name., N fJ t aS Phone: 4&'7. 222 , bto I Street: Sr. Resident of property?': City, State Zip.9 32-7-I Contractor Information Name Phone: Street: Fax: City, State" Zip. State License No.: Architect/Engineer Information Name:. N LA-- Phone: Street: Y< Fax: City, St, Zip. E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit Square Footage:., Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: s Electrical Plumbing New -Service —'No. of AMPS: New Construction - No.'of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm No. of heads: 00 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,. etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing:information is accurate and.that'all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions zapplicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated' charges exceed the documented construction value when the executed contract is submitted, credit will be.applied to your -permit fees when the permit is released. 6o/2 6d Signature of O er/A t Date Print Owner/Agent's Name Signature of Lam- - 1J s r, MY COPvuvi19510h r Pr` 6r q `>, a EXPIRES,: f ebiv Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: /J M II.PHO UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: Fof t-flt, 1: BUILDING: /o .ae ,( Rev 11.08 O NER BUILDER, STATEMENT/AFFIDAVIT Altamonte Springs, Casselber Lake Ma on.rood, Oviedo, SanfrY , ry, . g. ord, ,. Seminole County; !Minter: Springs Florida Statutes are quoted here in part for your information to indicate' the authority for exemptions for homeowners from qualifying as contractors and "to express any applicable restrictions and responsibilities.. F OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN --THIS DOCUMENT i BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left.ofeach,statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies, that I, as the owner of a; the` "propertylisted, may act as my. own contractor with certain restrictions„even though. I : do not have license. I understand"that building permits are, not.required to be signed by .a property owner unless he or she is ` responsible for the construction -and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party,of record on a. permit. I understand"that I may protect myself from potential; financial risk by hiring a licensed contractor and having the 'perinit filed in his or her, name instead of my own -name. I "also understand, that a contractor is required by law. to be licensed in Florida and to- list his or her license numbers on all permif and contracts: I understand that I may build or improve a one, family or two-familyresidence exceed $75 000 The building or ifthecosts . may .also build or improve a commercial building do not , residence must be for "my own use or occupancy: It may not be built or'substantially improved for sale or ` lease. If,a building or" residence that I have built or substantially improved, myself is sold. or leased within in . l year after the construction is complete,.. the law `will presume that I built: or substantially improved 'it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct,onsite supervision of the construction. , I understand ,that I may not hire an unlicensed individual, person to act as. my contractor or to supervise -. persons working on my building or residence. It is my responsibility to ensure that the persons' whom I employ have the licenses required by law and by city ordinance. I, understand that ' it is a frequent. practice of unlicensed persons to have .the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and. materials. I, as an owner -builder, 'may be held liable and subjected to serious financial risk, for;"any injuries sustained by an unlicensed person or his or her employees while" working on my property: My omeowrier' s insurance may not provide coverage for those injuries. I am willfully acting as, an owner - builder and amaware of the limits of my insurance coverage. forinjuries.to workers on.my property". ; I understand -that I may not delegate the 'responsibilitysupervisingtns6.d.con.tractor who is,, on m Is not li ensed notlicensedtoperformtheworkbeingdone. Any person 'working , gy: building wh must work under my direct supervision and must be employed by me, which means that; I must comply with laws requiring the withholding of federal income tax and social"security contributions under, the Federal Insurance Contributions Act (FICA) and must provide workers'; compensation for the. employee. I understand that my failure to follow these laws may subject me to serio us financial Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, 'I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and.I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations,as an employer from the Internal Revenue Service, ,the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850.487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in myname and understand that I am the party legally and financially responsible for: the proposed construction activity at the address listed below. I agree to notifythe building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that - you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court: It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured whileworking, on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish "to -hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: do hereby state . that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Date Form of Identification Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final. approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9. 14.2009 To: Debbie Blanton Page 2 of 2 2010-10-27 16:42:33 (GMT) Duplex at 2413 Cedar Ave in Sanford, FL 14072646284 From: Zachary Miller Miller Construction Services Zachary Miller # 11,228241ViaBonitaSt. NEED Sanford, FL 32771 City of Sanford ( RE: Work being performed at 2413 Cedar Ave. in Sanford, FL Per the request of the inspector I have compiled a list of items that are being completed at the above address; Remove and install roofing — see permit Repipe entire unit — see permit (and final inspection) 6f" t/ U Repair drywall from removal during repipe "4.\ Replace tile around tubs Install floor tile where carpet had been removed Q Replace cabinets in existing configuration - Repair Front Door jambs ,r 6-1 C4 Replace (4) windows — J'RoO v P Repaint house interior and exterior- Repair wood rot at carport columns- Replace HVAC — To be permitted- Misc Electrical — To be permitted - We are completing this work as the owners of this home. Please let me know if you have any questions or if I need to take any further actions. Respectfully Submitted, b To: Debbie Blanton Page 2 of 2 2010-10-27 16:42M (GMT) 14072646284 From: Zachary Miller Duplex at 2413 Cedar Ave in Sanford, FL Miller Construction Services Zachary Miller 8241 Via Bonita St. Sanford, FL 32771 City of Sanford RE: Work being performed at 2413 Cedar Ave. in Sanford, FL Per the request of the inspector I have compiled a list of items that are being completed at the above address; Remove and install roofing — see permit Repipe entire unit — see permit (and final inspection) 6)I-. Repair drywall from removal during repipe Replace tile around tubs Install floor tile where carpet had been removed - Replace_ cabinets in existing configuration• Repair Front Door jambs • - - Replace (4) windows P.00 Repaint house interior and exterior Repair wood rot at carport columns- Replace HVAC — To be permitted, Misc Electrical — To be permitted - We are completing this work as the owners of this home. Please let me know if you have any questions or if I need to take any further actions. Respectfully Submitted,`, 211"iU, %m- 1,111miNfilMIRA OFFICE M IAMB DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 2 Y 0 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed bytheAuthorityHavingJurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product ControlDivision (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatelyrevoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product ormaterialfailstomeettherequirementsoftheapplicablebuildingcode. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-4000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum. Single Hung Window W/ STD. MTG. Rail", sheets 1 through 7 of 7, prepared, signed and sealed by Robert L.Clark, P.E., dated 12/15/04 with revision "F", on 09/20/06, bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. NVIISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state andfollowingstatement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of anyproduct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to complywithanysectionofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed bytheexpirationdatemaybedisplayedinadvertisingliterature. If any portion of the NOA is displayed, then it shallbedoneinitsentirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05-0104.05 and, consists of this page 1 and evidence page E-1 and E-2, as well asapprovaldocumentmentionedabove. The submitted documentation was reviewed by Jaime D. Gascon, P.E. Soy,` NOA No 06-0706.04 plo Expiration Date: September 30, 2011 Approval Date: October 19, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 2736, titled "Series "Alum. Single Hung Window W/STD. MTG. Rail" Sheets 1 through 9 of 9, prepared by the manufacture dated 12/15/04 with revision D", on 12/15/04, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3654 signed and sealed by Joseph C. Chan, P.E. Submitted under NOA # 058-0104.05" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2959, 2960, 2961, 2962, 2963 and 2964 dated various, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 058-0104.05" 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4179 dated April 07, 2004, signed and sealed by Edmundo J. Largaespada, P.E. Submitted under NOA # 058-0104.05" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4379 dated 11/04/04, signed and sealed by Edmundo J. Largaespada, P.E. Jaime D. Ga , P.E. Chief, Product Control Division NOA No 06-0706.04 Expiration Date: September 30, 2011 E-1 Approval Date: October 19, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations, ASTM-E 1300-02, and structural analysis, prepared by PGT Industries, dated 09/20/06, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial, dated May 11, 2001, signed byRobertL. Clark, P.E. Submitted under NOA # 04-0714.061, 2. Laboratory compliance statement as part of test reports for Test Report no. FTL-2959, 2960, 2961, 2962, 2963 and 2964, issued by Fenestration Testing Laboratory, Inc., signed and sealed by signed and sealed by Antonio Acevedo, P.E. Submitted under NOA # 04-0714.06" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 05-0104.05, issued to PGT Industries, Series SH-4000 Aluminum Single Hung Window, approved on 03/24/05, and expiring on 09/30/06. J con, E. ef,ProG ProductCnrolDivision NOA No 06-0706.04 Expiration Date: September 30, 2011 E- 2 Approval Date: October 19, 2006 GENERAL NOTES: NON -IMPACT WINDOW 1. GLAZING OPTIONS: A. 118" ANNEALED GLASS 8. 1/8" TEMPERED GLASS C. 3/16" ANNEALED GLASS D. 1/4" ANNEALED GLASS E. 3/16' TEMPERED GLASS F. 1/4' TEMPERED GLASS G. 1/2' I.G. GLASS CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A 1/4' AIR SPACE BETWEEN. H. 112" I.G. GLASS CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 1/8' ANNEALED GLASS WITH A 3/16" AIR SPACE BETWEEN. A I. 1/2' I.G. GLASS CONSISTING OF (2) LITES OF 1/8" TEMPERED GLASS WITH A V4' AIR SPACE BETWEEN. J. 1/2' I.G. GLASS CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS AND (1) LITE OF 1/8' TEMPERED GLASS WITH A 3116-AIR SPACE BETWEEN. 2. CONFIGURATION: 1/1 OX 3. DESIGN PRESSURES: (SEE TABLE 1, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13DD-02. C. DESIGN PRESSURES LESS THAN 40 PSF ARE NOT APPLICABLE IN MIAMI DADE COUNTY. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 6 AND 7. THE 33 1/3 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 5. SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE IS REQUIRED. SHUTTERS MUST BE MIAMI-DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI-DADE COUNTY. 6. SEALANTS: FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VENT CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORTS FTL-2959, FTL-2960, FTL-2961, FTL-2963, FTL-3654, FTL-4179, AND FTL-4379. ELCO TEXTRON NOA: 04-0721.01, 03-0225.D5 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). I HI 3 118" MAX. WIDT 49 1/8' MAX. FIXED LITE DAYLIGHT OPENING 34 B MA) Q 4 FIXE LITE DAYLI( OPEN A 4 i" IAX. IGHT 34 MA V DAYIL, OP 48 118" MAX. VENT nsnm: ADD UPGRADE LA TYPES1. AND J. MPER D . .OPTIONS) 1070 TECHNOLOGY DRIVE OBill508 E CHANGED NOTES 3, 4, 7 6 MAP PAGES. ADD NOTE 8. NOKOMIS. FL 34275 Rewo r' 11/ iSg4 D REDRAWN 8 ADDED AL T. EXTR., ADD'L GLASS TYPES 8 MAP. PO. BOx 1529 t., GrJga mr.. NOKOMIS. FL 34274 OUTSIDE ELEVATION HT VG r HT NG GENERAL NOTES AND ELEVATION ALUM. SINGLE HUNG WINDOW. STD. MTG. RAIL B"" S14000 NTS 1 7 2736 NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 ELEVATIONS ..................... 1 GLAZING DETAILS ............ 2 DESIGN PRESSURES....... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS ............ 4 PARTS LIST ....................... 5 EXTRUSIONS .................... 5 ANCHORAGE .................... 6-7 rt SWctural 1/8" ANNEALED OR 21 TEMPERED GLASS OR 51 22 , ` 3/8 I 19 23 OR 3/16"ANNEALEDOR 24 TEMPERED GLASS 3/8" 25 ' BI 19 52 OR 114" ANNEALED OR 53 I ' TEMPERED GLASS 3/8" MIN. 2j BITE 19 1/8" GLAZING DETAIL 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL ORIGINAL DESIGN) (ORIGINAL DESIGN) (ORIGINAL DESIGN) 1/2" NOM. 1/2" NOM. 29 1/8' ANNEALED OR TEMPERED GLASS 3/16' ANNEALED OR TEMPERED GLASS 30 1/4" AIRSPACE © ! 30 3/16' AIR SPACE ZL 1 /8" ANNEALED OR TEMPERED GLASS 1/8' ANNEALED OR TEMPERED GLASS 3/8' IN. 3/BITEIN. 59BITE L 31 19 Lg o u 1/2" I.G. GLAZING DETAIL ORIGINAL DESIGN Rsrtior": la" F ADD AIRSPACE DIM TO LG. GLASS DETAILS a ITEMS R: ADD TEMPERED OPTION TO I.G. GLAZING DETAILS. Q&9Sb5 E ADDED IG GLAZING DETAILS d REMOVED ALT. ONES. W: RrviLora' 1T/15104 D REDRAWN OR/G. AND ADDED ALT GLAZING DETAILS. cn.ame. mi.: 12/1&04 J.J. 5/ZCJ06 31 19 r2OD11CT ftNV&W tlO fls"Web 1U I:O.OiG%.O u 1/2" I.G. GLAZING DETAIL ORIGINAL DESIGN) GLAZING DETAILS ( % 0 TECHNOLOGY DRIVE . NOKOMIB, FL 3d275 (/ P.O. BOX 1529 — ALUM. SINGLE HUNG WINDOW, STD. MTG. RAIL R ert L. Clark, P.E. NOKOMIS, FL 34274 Vsibly 8— -' s`'' sa.. N0 PE #39712 si*;. Full 2 > 7 2736 R F SbvcNral COMPARATIVE ANALYSIS: TABLE 1. GLASS TYPES: WINDOW GLASS WINDOW HEIGHT A 118" ANNEALED FTL-2961, 2963 WIDTH TYPE 26" 38 318" 50 5/8" 63" 76" * B. 1/8" TEMPERED FTC-2961, 2963 A +56.7 -90.0 +56.7 -90.0 +56.7 90.0 +56.7 71.0 +43.8 -43.8 C. 3/16" ANNEALED FTL-2960 191181, B,E,F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -73.0 * D. 1/4" ANNEALED FTL-2960 C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -86.0 +56.7 -66.4 E 3116" TEMPERED FTL-2959, 4179, 4379 A +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -63.6 +38.2 -38.2 * F. 1/4" TEMPERED FTL-2959, 4179, 4379 24" B,E,F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -84.9 +56.7 -63.6 G. 1/2" I.G. (1/8"A, 1/4" AIR SPACE, 1/8"A) FTL3664 C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -77.1 +56.7 ' -57.9 * H. 1/2" I.G. (3116"A, 3/16" AIR SPACE, 1/8"A) FTL-3654 A +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -61.6 +36.3 -36.3 * I. 112" I.G. (1/8"7, 1/4" AIR SPACE 1/8"T) FTL3654 26 1l2" B,E F 1 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -82.1 +56.7 -60.5 * J. 1/2" I.G. (3116-7, 3/16" AIR SPACE, 1/8"T) FTL36 C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -74.6 +55.0 -55.0 * UPGRADE FROM GLASS TYPE TESTED A +56.7 -90.0 +56.7 -85.5 +56.7 -77.8 +56.7 -60.0 +33.8 -33.8 32" B,E,F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -80.0 +56.4 -56.4 C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -72.8 +51.3 -51.3 A +56.7 -90.0 +56.7 -73.5 +56.7 -65.9 +56.7 -58.2 +33.0 -33.0 37" B,E,F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -80.0 +55.0 -55.0 C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -72.8 +50.0 -50.0 A +56.7 -90.0 +56.7 -66.5 +56.7 -59.3 +48.0 -48.0 +33.0 -33.0 40" B,E,F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -80.0 +55.0 -55.0 C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -72.8 +50.0 -50.0 A +56.7 -87.8 +56.7 -60.3 +51.7 -51.7 +48.0 -48.0 +33.0 -33.0 44" B,E,F +56.7 -90.0 +56.7 -90.0 +56.7 -89.9 +56.7 -80.0 +55.0 -55.0 rr0o0!><T C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7 -81.7 +56.7 -72.8 +50.0 -50.0 A +56.7 -79.3 +56.7 -56.7 +46.3 -46.3 +42.1 -42.1 +33.0 -33.0 48" B,E,F +56.7 -90.0 +56.7 -90.0 +56.7 -79.7 +56.7 -70.2 +55.0 -55.0 DHmleo C,D,G,H,I,J +56.7 -90.0 +56,7 -88.0 +56.7 -72.5 +56.7 -63.8 +50.0 -50.0 A +56.7 -70.6 +51.2 -51.2 +39.9 -39.9 +36.3 36.3 +33.0 -33.0 53 1 /8" B,E,F +56.7 j -87.0 j +56.7 1 -80.0 +56.7 -69.6 +56.7 -60.6 +55.0 -55.0 C,D,G,H,I,J +56.7 1 -87.0 1 +56.7 1 -77.6 +56.7 -63.3 +55.1 -55.1 +50.0 -50.0 ADD AIRSPACE DIM. TO I.G. GLASS RECIPES. F.K. 0912" F UPGRADE TABLE DESIGN PRESSURES PER ASTM E 1300-02. Vob.a, ADOGLASS TY SI. J. (TEMPERED I.G. OPTIONS 1070 TECHNOLOGY DRDESIGN PRESSURESF.K. 05 25106 E REDUCE MAX NEGATIVE DP FROM -110TO-90 PSNOKOMIS, FL 34275 a.n: REDRAWN AND COMBINED OP TABLES. ADD D LASS TYPES B. D. ALUM. SINGLE HUNG WINDOW, STD. MTG. RA/L k, P.E. F.K. 72/f&D4 D F8 N UPGRADES P.O. 80X 1529 y,, ,. y„,. ..n w. PE p39712NOKOMIS. FL 34274 V'rr'b[y Bettn F.K. 12/7504 J.J. S/26/06 S.. NTS 3 d 7 2736 F structural NOI EXTERII SECTION B-B 0,WW6 I F JADO ITEMS 55 AND 56 TO NOTE 2. 08iVSU5 E REDRAWN AND REMOVED ALTERNATE EXTRUSIONS. IVIS104 1 ,D REDRAWN AND ADDED ALTERNATE EXTRUSIONS. INTERIOR SECTION A -A NOTES: 1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH LOCATED ON THE VENT TOP RAIL OR ITEM 41, BOTTOM LOCK LOCATED ON THE VENT BOTTOM RAIL. 2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING GLASS ITEMS 21, 23, 24, 29, 51, 52, 53, 54, 55, OR 56. 0 TECHNOLOGY DRIVE SECTIONS NOKOMIS, FL 34275 P.O. sox 1529 ALUM. SINGLE HUNG WINDOW, STD. MTG. RAIL NOKOMIS. FL 34274 Visibly Better SH4000 1 I/2 4 > 7 2736 EXTERIOR ob QL. Gark, P.E. PE #39712 Structural DESCRIPTION 976 062 1.898 . 062Ij O#2707, VENT TOP RAIL, 6063-T6 F.K. o9wr2aO6 F Rw . ReWbn, J.J. 08475/OS E By OWe: Rerbbm F.K. 12//5A04 D F o e»,er wncneu.el K. 12/15/04 J.J. PGT # I VENDOR/MAT'L DWG. rw 704 2. 000 705063706 707 708 2.600 709 4111 .062 .500 770 1. 160 748 1. 609 1. 369 2 . 676 050 Fes— 2.050 — 2. 129 2 # 2703, HEAD O #2704, SILL 6063 T6 6063-T6 R = 2718 R = 2719 .063-- f---- 27050 2. 100 2740 L 676 L 2. 056 32 #2751, ALT. SILL 6063-T6 ALTERNATE EXTRUSION) 1 .926 L 17 . 562 8 1r7— v 7 I I 1 1. 174 I O50 O7 # 2708, VENT BOTTOM RAIL, 6063- T6 O8 #2709, VENT SIDE RAIL, 6063- T6 8 56. 1071 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 750 1 11.582 1.023 It 062 1. 010 O4 #2706 MEETING RAIL, 6063- T6 04 O# 2770, VENT STOP, 6063- T6 PARTS LIST AND EXTRL ALUM. SINGLE HUNG WIN wb: ml Half 1 5 > 7 2.100 500 854 8 1. 139 062 2. 000 1.4 1.963 62 O# 2705, JAMB 6063-T6 41 #2740, BOTTOM LOCK, 6063- T6 STD. MTG. RAIL aR 2736 F Gv 6G bait L. lark, P.E. PE#39712 Sauc[ural CONCRETE CONCRETE 1 3/8" MIN. 1 3l8' MIN. 1 3/8" CMU ® CMU 8 MIN. 1 1/4" MIN. 1 1/4" MIN. 1/4" MAX. SHI 1/4" MAX. SHI 1/4' MAX. SHIM ---I I F J WOOD ANCHOR '1 CONCRETE ANCHOR CONCRETE ANCHo ® SEE NOTE 1 SEE NOTE 1 _ . '° 8 SEE NOTE 1 lo.b 1.750" 1.750' Ni 1 MIN. 3ksi CONCRETE 1X WOOD BUCK (SEE NOTE 2) MIN. 3ksl CONCRETE ® 2X WOOD BUCK (SEE NOTE 2) OR MIN. 1.5ksi CMU OR MIN. 1.5ksi CMU EXTERIOR) (EXTERIOR) (EXTERIOR) DETAIL 1 DETAIL 2 DETAIL 3 TYPICAL JAMB ANCHORAGE NOTES: 1. MIAMI-DARE COUNTY APPROVED ANCHOR TYPES: 1. ELCO 1/4' TAPCON 2. ELCO 1/4' SS4 CRETE-FLEX MASONRY SCREWS 3. #12 SCREW FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY ABOVE APPROVED 1/4' TAPCONS OR SS4 CRETE-FLEX MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1.750'. FOR WOOD APPLICATIONS USE #12 STEEL, G5 SCREWS OR 1/4" ELCO SS4 CRETE-FLEX ANCHORS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. WOOD BUCKS LESS THAN 1 1/2"THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRE:;TLY TO CONCRETE). pRoDucir UNEWILD 10 po tbrarm 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/16' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMB SIMILAR TO THAT SHOWN IN DETAIL 3 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUANTITIES SHOWN IN TABLE 2, SHEET 7 FOR ANCHOR TYPES i AND 2 IN CONCRETE MAY BE USED. 5. ANCHORS ARE NOT REQUIRED IN THE HEAD OR SILL (REF. TEST REPORTS, FTLA253 AND FTL-4378). 1 6.53 1/8' WIDE x 76' HIGH UNITS TESTED TO FULL DESIGN PRESSURE AT THE FOLLOWING SPACING: JAMBS: 9' MAX. FROM CORNERS, 8 1/2' BELOW MEETING RAIL AND 17" ABOVE THE LOWER MEETING RAIL ANCHOR. 3' MIN. ANCHOR SPACING. 7. FOR INSTALLATION IN MIAMI-DADE COUNTY REFER TO DIMENSIONS OF NOTE 6 AND ANCHOR QUANTIES PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED, TO BE EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL BETWEEN THE CORNER AND MEETING RAIL ANCHORS. 8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). r yr/ RO`i sy. F.K. 0a'' 0920NG wancF REVISE NOTES 1&6.REMOVE NOTE 8REOUTSIDE MIAMI-DADE, SPECIFY CONCRETE. CMU. EDGE DISTANCE SCHG. EMBED. INDETAILS t070 TECHNOLOGY DRIVE NOKCMI5. 1134275 P.G. BOX 1629 NOKOM15, FL34274 ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, STD. MTG. RAIL obert . Clark, P.E. PE k39712 SWctural na.. 4 ey J.J. oay 08 5lJ5w.wa.a: E REVERSEANCHOR SHTS. 6 REVISEANCHORAGE NOTES F.K. 11/15A74 77' D REDRAWN, UDATED NOTES B REMOVED HEAD 8 SILL SECTIONS py,M 9Y pay. CMq•°gy pay. V'Sibly Be![e NT$ s". w. 6 r 7 wwap w. 2736 F F.K. 12715JD4 J.J. 5/2. SH4000 QUANTITY OF ANCHORS REQUIRED EACH JAMB TABLE 2. ©ANCHOR TYPE/SUBSTRATE KEY ANCHOR/SUBSTRATE WINDOW HEIGHT 3/W = #12 SCREW IN WOOD WINDOW GLASS 26„ 38 3/8" 50 518" 63" 76" 2/W =1/4" SS4 CRETE-FLEX IN WOOD ZE WIDTH TYPE 3iw 2/W 1,2/C 3!W 2/W 1,2/C 3/W 2/W 1,2/C 3/W 2/VII 1,2/C 3/VII 21W 1,2/C 1,2/C =1/4" TAPCON OR 1/4" SS4 CRETE-FLEX IN CONCRETE A 4 4 4 4 4 4 4 4 6 4 4 6 4 4 4 (SEE APPLICATION NOTES AND DETAILS ON SHEET 6) 19 1181" B,E,F 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL C,D,G,H,I,jl 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 GLASS TYPE KEY A 4 4 4 4 4 4 6 4 6 4 4 6 4 4 4 A. 118" ANNEALED B. 1/8" TEMPERED 24" B,EF 4 4 4 4 4 4 6 4 6 6 6 6 6 6 6 C.3/16"ANNEALED D. 1/4" ANNEALED C,D,G,H,I,J 4 4 4 4 4 4 6 4 6 6 6 6 6 6 6 E.3/16"TEMPERED F. 1/4" TEMPERED A 4 4 4 4 4 4 6- 6 6 6 4 6 4 4 4 G. 1/2" I.G. (1/8"A, 1/4" AIRSPACE, 1/8"A) H. 1/2' I.G. (3/16"A, 3/16" AIR SPACE, 1/8-A) 26 1/2" B,E,F 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 I. 1/2" I.G. (1/8"T, 1/4" AIRSPACE, 1/8"T) J. 1/2' I.G. (3/16"T, 3/16' AIR SPACE, 1/8"T) C,D,G,H,I,J 4 4 4 4 4 4 6 6 6 6 6 6 6 6 6 A 4 4 4 4 4 6 6 6 6 6 6 6 4 4 4 32" B,E F 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 C,D,G,H,I,J 4 4 4 4 4 6 6 6 6 6 6 6 6 6 6 A 4 4 4 4 4 4 6 4 6 6 6 6 4 4 6 3T' B,E,F 4 4 4 6 4 6 6 6 6 6 6 6 6 6 6 C,D,G,H,I,J 4 4 4 6 4 6 6 6 6 6 6 6 6 6 6 A 4 4 4 4 4 4 6 4 6 6 6 6 4 4 6 401. B,E F 4 4 4 6 6 6 6 6 1 6 6 6 8 6 6 6 C,D,G,H,I,jl 4 4 4 6 6 6 6 I 6 6 6 6 6 6 6 6 A 4 4 4 4 4 4 4 4 6 6 6 6 6 4 6 44" . B, E, F 4 4 4 6 6 .6 6 6 8 6 6 10 6 6 6 iW R Y C,D,G,H,I,J 4 4 4 6 6 6 6 6 6 6 6 8 6 6 6 A 4 4 4 4 4 4 4 4 6 6 6 6 6 6 6 a.. B, E F 1 4 4 4 6 6 6 6 6 8 6 6 10 6 6 8 ift i" C,D,G,H,I,J 4 4 4 6 6 6 6 6 6 6 6 6 6 6 6 A 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 531/8" B,E,F 4 4 4 6 6 6 6 6 8 6 6 8 6 6 10 C,D,G,H,I,J 4 4 4 6 6 6 6 6 6 1 6 6 6 6 6 8 ADD AIR SPACE DIM. TO I.G. GLASS RECIPE. F.K. O9/"6 F REVISE TABLE ANCHOR OUANTITIE PER NEW ANCHOR CALCS. t4 w.: 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, 1/1 WINDOWS F.K. 05 &W E REVISE AND UPDATEANCHORAGE FORMAT NOKOWS, FL 34275 ^"' w.: ALUM. SINGLE HUNG WINDOW, STD. MTG. RAIL Gmt L. Ga k, P.E. F.K. 120504 D NEW SHEET FOR ANCHOR SPACING, P.O BO% 1529 ",",,;, y.m PE L. Ciar 2 dsw er o"a: %arw ey a.a: NOK0A9S, FL 36274 v,'sibly Berrer F.K. 12/15004 J.J. 5126106 SH4000 NT$ 7 a 7 2736 F SUucNral lail3IfsII11WIIIitIliipI isIA 9flNIlldu11 liI IIl i THIS INSTRUMENT PREPARED BY: N a m e Address: W'2,\k SA,t.sfP 32 I SEMINOLE COUNTY State of Florida FLORID'SNATURAL CHOICE IMARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 07471 Pg 1545; (Ipg) CLERKI S li# 2010126749 RECORDED 11/01/E010 O2s49:OO PM RECORDING FEES 10.00 RECORDED BY T Snith NOTICE OF COMMENCEMENT Permit Number Parcel ID Number (PID) 3¢ -,°' 30 - 524 - 11Qo - 00C' 0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address if available) f- oa C>FL. 0 M\ 1 S Sp< GENERAL DESCRIPTION OF IMPROVEMENT bENkO 1pEN6J • 11SGl.. V p pc -V L, P \ a. D aaw t s QI c.,E GPI t Fi.cxxz-.rc OWNER INFORMATION `' Name and address: WSP ( IIMC LVI Zyr V 10, &-w-l NA 01 S% , &U J Fe,.P1, CONTRACTOR J AAGSrerNameandaddress: ! kt%- NL G),,Js7a lay'` Jt"`P"IIc tS o Limt\t, JA"r-41, Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as ro by Section 713. 13(1)(b), Florida Statutes. ER F $O c E Nameand address: 1A R In addition to himself, Owner Designates To receive a copy of the Lienor's Notice o,rl Section 713.13( 1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date is specified. V WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECgRg1NG YOUR NOTICE OF COMMENCEMENT. STATE OFrFLO OWNERS SIGNATURk. NOTE: Per Florida Statute 713.13(1) (g), owner must sign.... COUNTY OF SEMINOLE OWNERS PRINTED ME and no one else may be permitted to sign in his or her stead." The foregoing instrument was acknowledged before me this _ day of A1Lly—c^i A -y? .2010 by Z-Ac:(aiJ N M t (rL"JL . Who is personally known to me Name of person aking statement OR who has produced identification boa, ;)A Dg4na.'<, L- rc-i S 6 type of identification produced VERIFICATION PURSUANT TO SECTION 92. 525, FLORiDA STATUTES. UNDER PENALTIES OF//P fRJURY, 1 L T IHAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TCyTHE BEST.'OF- Ml KGE AN BELIEF. SIGNATURE OF NATURAL PERSON SIGNING ABOVE wlLL IAM L CAMPBELL JR- Not-aiPublic - State of Florida e My Comm. Expires Aug 9, 201 4 Commission I EE 9779. Notary Tgnature Bonded Through National Notary Assn.