The URL can be used to link to this page

Home My WebLink About512 Bella Rosa CirFtECENED OCT 2 2010 Permits Pius, LLC CITY OF SANFORD p.Q. Box 6650 BUILDING & FIRE PREVENTION 352)'861- plFb 34478 us 75871 PERMIT APPLICATION Application No: I Documented Construction Value. $ x,.50 2 a. cjr Historic District: Yes C1No Job Address; Parcel ID: : J _C50 L' Zoning: Ca- bic S UIQ Description of Work: t"1P Q Ce- rJ. ` Plan Review Contact Person: iT •:" ' 1-— Title: n Phone: '52 -%(Pl ' 7592 Fax:,:5 mSgtn1-rI Sia E-mail: DPrr niiSvl rd l r_OmnwL Property Owner Information Name , ' .' r Phone: .ILJ- Street:1512•lD CG r Resident of property? City, State Zip: Contractor Information cJ Z •?jl NmL.6tC rT*jM.f1C•_-?5 StreetZ Fax: g r 1 Sn84 l i City, State Zip: Q (irluc T3 a1 `a State License No.: L4 ArchitectlEngineer Information Name: N Phone: 1 P Street: fl Fax: N P _----- OilCity, St, Zip: N P E-mail: _ I Bonding Company: N fl Address: N P Mortgage Lender: P i Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical C3 Plumbing 13 New Service — No. of AMPS: New Construction - No. of Fixtures: -- Mechanical 13(Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: El 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 ordertocalculateaplanreviewcharge. If the executed contract is not submitted, we reserve the right to calculate theplanreviewfeebasedonpastpermitactivitylevels. 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signat re of C r/Agent ate Prtn Contractor/A®ge 's Name Signature ofNo oto°°'° ANNE S. ROMAN0 MY COMMISSION # DD601480 o EXPIRES: October 21, 2010 OFF`'OP FI. Notary Discount Assoc. Co, i-sw-1-NOTARY Contractor/Agent is $1 Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: o-J-'n UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rev 11.08 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/web/re_web.seminole county title?parcel=29193150200000660&... 10/20/2010 DAVID JoHTiSON,tCCFA: ASA PROPERTY APPRAISER s6.+ 9LE GDUNTY FL.- r. SANF,QRQr;FL82774d3'.468' VALUE SUMMARY VALUES 2011 2010 Working Certified GENERAL Value Method Cost/Market Cost/Market Parcel Id: 29-19-31-502-0000-0660 Number of Buildings 1 1 Owner: FOURNIER PETER II Depreciated Bldg Value $138,998 139,707 Mailing Address: 512 BELLA ROSA CIR Depreciated EXFT Value $0 0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market) $24,000 24,000 Property Address: 512 BELLA ROSA CIR SANFORD 32771 Land Value Ag $0 0 Subdivision Name: CELERY ESTATES NORTH Just/Market Value $162,998 163,707TaxDistrict: S1-SANFORD Portablity Adj $0 0Exemptions: 00 -HOMESTEAD (2008) Save Our Homes Adj $0 0Dor: 01 -SINGLE FAMILY Amendment 1 Adj $0 0 Assessed Value (SOH) $162,998 163,707 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 162,998 $50,000 112,998 Amendment 1 adjustment is not applicable to school assessment) Schools 162,998 $25,000 137,998 City Sanford 162,998 $50,000 112,998 SJWM(Saint Johns Water Management) 162,998 $50,000 112,998 County Bonds 162,998 $50,000 1 112,998 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vac/Imp Qualified 2010 VALUE SUMMARY SPECIAL WARRANTY DEED 02/2007 06621 1250 $272,000 Improved Yes 2010 Tax Bill Amount: 2,479 CORRECTIVE DEED 02/2007 06590 0966 $100 Vacant No 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTSWARRANTYDEED07/2006 06346 0543 $166,800 Vacant No Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS:Pick... LOT 0 0 1.000 24,000.00 $24,000 LOT 66 CELERY ESTATES NORTH PB 71 PGS 38 - 45 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building Sketch 1 SINGLE FAMILY 2007 8 1,055 3,431 Sket 2,378 CB/STUCCO FINISH $138,998 141,835 Appendage / Sgft SCREEN PORCH FINISHED/ 468 Appendage / Sgft GARAGE FINISHED/ 410 Appendage / Sgft OPEN PORCH FINISHED / 175 Appendage / Sgft UPPER STORY FINISHED / 1323 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole county title?parcel=29193150200000660&... 10/20/2010 Additional Specifications Notation: Lowe's will not make structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible .to advise if prop- erty is governed by Historic District Regulations. Additional Specifications: The Environmental Protection Agency (EPA). has requested that Lowe's notify, installation customers that a lead based paint. hazard may exist in dwellings built prior to 1978. See pamphlet EPA 747-K-99-001 for details. S 0PY INSTALLATION DESCRIPTION Stockor SOS,:,Stock ,Stock Door Type Patios Select Location :Back Door Select New Door Hinged /French Number; LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 7-25-10 I hereby name and appoint: CHRISTY GALAS, GREG GALAS, JENNIFER FOGEL, DONNA MALVAR, CHARITY SCHWINGEL an agent of: LOWES HOME CENTERS INC Name of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): 8 All permits and applications submitted by this contractor. E3 The specific permit and application for work located at: Street Address) Expiration Date For This Limited Power Of Attorney: 7-25-11 License Holder Name: PETER ANTHONY CAFARO III State License Number: CGC1508417 Signature Of License Holder: STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 25 200 110 , by PETER CAFARO or who has produced PK day of JULY who is personally known to me/ as identification and who did/did not take an oath.. Signature ANNE S ROMANO Print or Type Name Notary Seal) FLORIDA Notary Public —State of Commission Number DD601480 My Commission Expires: 1010-2 1-2010 A-NTNt S. NO y' r \iYCi').\•i\ii S10`:"DDSI:! rd ,y I'KL'.`i: U aolxtr .. 20I(` t-r:n rnmf%A-r= nC I IAR11 ATV INS11RANCE DATE [ummDrYYYY) i 0311212010 7HtS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION PRooucER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MARSH HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 100 N. TRYON STREET, SUITE 3200 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CHARLOTTE, NC 28202 FAX (704) 374-8500 47095-CASUA-ONLY-10-11 Licens FL LHC INSURERS AFFORDING COVERAGE NAIC INSURED INSURER A: Self Insured j INSURER lk Union Fire Ins Co Pittsburgh PA 19445Lowe's Companies, Inc. and Subsidiariesand INSURER C: Now Hampshire Insurance Company 23841POBox1000 Mooresville, NO 28115 INSURER o:Illinois National Ins Co 23817 iINSURER E: Illinois Union Insurance Cc 27960 COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERMOR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT.TO WHICH THIS CERTIFICATETHEPOLICIESDESCRIBEDHEREINISSUBJECTTOALLTHETERMS. EXCLUSIONS ANDIMAYBEISSUEDORMAYPERTAIN, THE INSURANCE AFFORDED BY CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. vr. PdJGY EXPMA"ON6NSMR L JINSRtD TYPE OF INSURANCE POLICY NUMBER PM1" ff &1 LIMITS DATC9Ippryyyyl DAT!(YWDDIYYYY) OENERAL LIABILITY A. X COMMERCIAL GENERAL LIABILITY Self -Insured i IMED CLAIMS MADE O OCCUR OCCURRENCEEACH 04101!2010 04/01/2011 PREMI ES Ea. hence $ EXP (Ary one person) $ 1 PERSONAL & ADV INJURY $ GENERALAGGREGATE $ GENERAL AGGREGATE UMdIT APPLIES PRODUCTS • COMP/OP A $ POLICY PRO- I LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMA• 5,000,000 X aNY Auto CA6647501 (AOS) 04/0112010 04/01/2011 Ea acctdere) BODILY1NJURY P°`p O") B C ALLOWNEOAUTOS CA6647502(MA) ON01/2010 04/01/2011 13 SCHEDULED AUTOS CA6647503(VA) 04/01/2010 04/01/2011 HIRED AUTOS BODRY INJURY Per acodenl) NON -OWNED AUTOS PROPERTY DAMAGE Pereccident), AUTO ONLY - EA ACCIDENT GARAGE LIABILITY ACC OTHERTHAN - EA ANY AUTO AUTO ONLY; AGG- EACH OCCURRENCE S,000,OOO EXCESS /UMBRELLA LIABILITY B X. SE27471705 04/01/2010 04/01/2011 AGGREGATE 5,000,000; OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $I X WC STATU- OTH- WORKERS COMPENSATION AND EMPLOYERS LIABILITY WCO20342251 (AOS) 04/0112010 04/0112011 L. EACH ACCIDENT 2,000,000 L.DISEASE-EAEMPLOYE 2,000,0001CANYPROPRIETOR/PARTNEWEXECUTNEY/N, yyCO20342252(WI) 04/01/2010 04101/2011 D OFPCERWEMBER EXCLUDED? ;-N L. DISEASE-POLICYUMR $ 2,000,000) AAadytpraaaumer SPECIAL PROV S10NS D41/01101D 04101/2011 WC:Stat1EL:$3mil; xs $2mil SIR B OTHER Excess WC XWC4880417 TNSC46242531 04/01/2010 04/0112011 8mil EaOcc/Agg; xs $2MII SIR E TX Employers XS Indemnity DESCRIPTION OF OPERATION SILOCATIONSNEHICLESIEXCLOSIONS ADDED BY ENDaiSENInNUare In r,cv..a.+.. Lowe's Home Centers, Inc. is a named insured under the captioned policles. Florida Contractor's License No. CGC1508417, Peter Anthony Cafaro 111, CertifiedGeneralContractor. Florida Contractor's License No. CCC1326824, Peter Anthony Cafaro 111, Certified Roofing Contractor. (Please see Page 2 for additional 1 Information.) J CANCELLATION CERTIFICATE HOLDERATL-001786162-24 __.._ __-----•--•-_...._..___._------ --••- — ----; THESHOULDANYOFTHEABOVEDESCREDPOLIOSBECANCELLED6EFOREIB , EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 City of Sanford. Florida 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. PO Box 1778 Sanford, FL 32772-1778 BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. of illai Diana D.;Oa ACORD 25 (2009101) The ACORD name and Togo are registered marks of ACORD Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Masonite International One North Dale Mabry Suite 950 Tampa, FL 33609 615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 Method 1 Option A 12/23/2008 Year 1994 1994 1994 http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtelulwHNbbI5... 10/20/2010 Florida Building Code Online Date Validated Date Pending FBC Approval Date Approved ummary of Products 12/29/2008 01/05/2009 02/03/2009 Page 2 of 4 FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged 6-8" Opaque I/S and O/S Single Door Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 6 8 Opaque Anchor.pdf Verified By: National Accreditation & ManagementFloridaBuildingCodeincludingtheHighVelocity Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3'-0" x 6-8" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See DWG- MA-FL0128-05 for details. 4904.2 Wood -edge Steel Side -Hinged 8' 0" Opaque I/S and O/S Single Door Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Opaque Anchor.pdf Verified By: National Accreditation & ManagementFloridaBuildingCodeincludingtheHighVelocity Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 3'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is NOT required. See DWG- MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged 6-8" Opaque I/S and O/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 6 8 Opaque Anchor.pdf Verified By: National Accreditation & ManagementFloridaBuildingCodeincludingtheHighVelocity Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6-8" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, protective system is NOT required on opaquePFurricane anels, but is required on glazed panels. See DWG-MAL0128-05 for details. 4904.4 Wood edge Steel Side Hinged 8'-0" Opaque I/S Door w/ or w/o Sidelites Door Units i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Opaque Anchor.pdf Verified By: National Accreditation & ManagementFloridaBuildingCodeincludingtheHighVelocity Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, protective system is NOT required on opaquehurricane panels, but is required on glazed panels. See DWG-MA- FL0129-05 for details. http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtelulwHNbb1S... 10/20/2010 Florida Building Code Online Page 3 of 4 4904.5 Wood -edge Steel Side -Hinged 18'-0" Opaque O/S w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2010 Design Pressure: +50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Opaque Anchor.Odf Verified By: National Accreditation & ManagementFloridaBuildingCodeincludingtheHighVelocity Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, protective system is NOT required on opaque anels, but is required on glazed panels. See DWG -MA - FFurricane L0129 -05 for details. 4904.6 Wood -edge Steel Side -Hinged 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2010 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 6 8 Glazed Anchor.pdf Verified By: National Accreditation & ManagementFloridaBuildingCodeincludingtheHighVelocity Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is required. See DWG-MA- FLO130 05 for details. 4904.7 Wood -edge Steel Side -Hinged 8'-0" Glazed I/S. Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2010 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Glazed Anchor.pdf Verified By: National Accreditation &ManagementFloridaBuildingCodeincludingtheHighVelocity Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is required. See DWG-MA- FL0131-05 for details. 4904.8 Wood -edge Steel Side -Hinged 8'-0" Glazed O/S Door w/ or w/o Sidelites Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R3 C CAC NI006110-R3.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2010 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R3 II FL4904 8 0 Glazed Anchor.odf Verified By: National Accreditation & ManagementFloridaBuildingCodeincludingtheHighVelocity Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. Created by Independent Third Party: When large missile impact resistance is required, hurricane protective system is required. See DWG-MA- FL0131-05 for details. Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgteluIwf Nbb1S... 10/20/2010 Florida Building Code Online Page 4 of 4 850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: se ttrlt4T37"Ili ir;s TrustTrusjpn d VtgitlT http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbb1S... 10/20/2010 CL 0 CN SIDE=HINGED WOOD -EDGE STEEL DOOR UNIT Q' C) 00'. 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT 81DELITES Q GENERAL NOTES Lil1: EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE W O O: REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM o O J. DESIGN .LOADS FOR BUILDINGS: AND OTHER f STRUCTURES, n DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. X Ova. Q 3. POLYURETHANE CORE FLAME: SPREAD. :INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60: PER ASTM E84. w r1 4. PLASTICS TESTING- OF LITE FRAME MATERIAL:z- TEST DESCRIPTION DESIGNATION .RESULT a_ SELF IGNITION TEMP ASTM 01929 680 'F > 650 'F RATE,OF BURNING ASTM D635 1,10 IN/MIN; SMOKE DENSITY ASTM 02843 :69.6% o o S z TENSILE STRENGTH- ASTM 0638 --7.487. '.DIFF COMPARATIVE TENSILE STRENGTH AFTER: WEATHERING 4500 HOURS XENON ARC: METHOD 1 - So -e w E Ed o; o. DOUBLE DOOR UNIT W/SIDELITES Addend m Io NA7M 3:3: N } Relirnved8r' _ o zz WJ W ui J Luw. 1 cn, > - z0 ow u ow . m0Zo: o -o w e e e: Q S Q e e e • •.. 0 o O w0NNQ V^:. SINGLE .DOOR UNIT -DOUBLE DOOR UNIT .SINGLE DOOR- UNIT SINGLE DOOR UNIT . SINGLE DOOR UNIT W/SIDELITES DOUBLE- DOOR UNIT W/SIDFLITES SINGLE -DOOR UNIT WITH SIDFLITE WITH S16ELITE..: ...._.. _..................... .. ... .... _ - .. _.. ..WITH VENTLITE Umaz WHERE WATER INFILTRATION PERFORMANCE. IS TABLE OF CONTENTS - DESIGN PRESSURE RATING: REQUIRED TO BE 15% OF DESIGN ' PRESSURE DATE: 7111105 CONTIG MAX WIDTH INSWING-OUTSWING INSWING. OUTSWING' SCALE: N.7S.. SHEET , DESCRIPTION 37.5 '-+50.5 - .50.5 +50.5 =50.5 +,19:0 -19.0 +50.5 -.50.5:. DWG. evi SINS1TYPICAL.. ELEVATIONS. &' GENERAL NOTES. 'XX 74 +50.5-50.5 +50.5 -50.5 +'19:0 - -19.0 +50.5 -50.5- 2 -ANCHORING LOCATIONS''&DETAILS -- OX or XO- 75 -.+54.5 -.50.$ +SD.$ - .-SQ,$ +190 - -.19.0 +50:5 -50.5 CHK: BY: 3. ANCHORING LOCATIONS & DETAILS. OXO 112.5 '+50:5 .---50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -SO.5, - DRAWING NO.:: OXXO 149 +50.5 . -50.5 +50.5 -50-.5 99:0 . -19.0 DWG -MA FLOI30-O5XVENT375 +55.0 -55.0 +55-0 -55.0 N A N A SNEEf 1 .Or 3.. 149" MAX. OVERALL FRAME WIDTH -- - 27'" MAX 36.375"' MAX. D.L.O. PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH 3" - SEE DETAIL C^ 3" -- D 3" JGG L,u-, E. 3 3" 3" 3" I- 3ri i- 6^ 6^ 6' 6 x 1-1[2" PHS iU 03QQ OATS: 7, 1/05 r SCALE: N.T.S. a rJ w B t B A CHK. 9r: 9. 0: o TYPICAL GLAZING DETAIL 6" 6" I 6' Ir 3"^ 3" I - 3 6" SEE DETAIL J/ 6"- F" II io w a U a SEE DETAIL D" Q 0 T- 6" 6" Adkdn ID WA CeAeKadmNo: N-- Ckt9Rev19 ire b 8 x 2-1/2" # 10 x 2' #8 x 2-112" 9'0 x 5/8,. 8 x 2-1/2" #10 x I" O # 10 x 5/8" 10 x 3/4" 10 x 2 DETAIL £" ASTRAGAL DETAIL "C' ATTACH ASTRAGAL RETAINER' BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. 1..375" INSWING_ THRESHOLD 0.962"} OUTSWING THRESHOLD EE -DETAIL C" 6" O N Do. Z crN O Ld U! Z Z W Q O O' Q n cNNLN Z U ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH FOR THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH A 1.375" THROW DETAIL."F" ASTRAGAL DOW 995 OR EQUAL ALUM. STEEL OR BUM SPACER 6 x 1-1[2" PHS iU 03QQ OATS: 7, 1/05 r SCALE: N.T.S. Dwc:. BY: t DOW 995 . OR EQUAL ".W-.:.- CHK. 9r: DRAWING NO, Q(Q$ INTERIOR TYPICAL GLAZING DETAIL DWG-MA-FL0130-05 Of SEE DETAIL C" SHT_2- ATTACHMENT DETAI 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND 'SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 1.0 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. I 3" I 0. N o; a U CL SEE DETAIL D" SHT. 2- - J' W W0' 0' N E, io I. 3" HARDWARE SCHEDULE 1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2 s CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED 1.50 AT 5-1/2" CENTERLINE. MIN 0.225" 2. 4" X 4" FULL MORTISE BUTT HINGESMAX. SHIM _.... _ _... 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT I OF 1-1/2" MINIMUM .EMBEDMENT. THE TAPCON MUST ACHIEVE T MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED. PROPERLY TOTYPICAL TRANSFER LOADS TO STRUCTURE, ANCHOR INSTALLATION 4. MINIMUM DESIGN VALUE STRENGTH' OF ANCHORS 171 LBS. Jdblim IDNAAA Cert mNL: N - fle lewed8y Date Rarie a w0zoozS Glk.$i OF