The URL can be used to link to this page

Home My WebLink About2448 Grandview AveP -ak Permits Plus, LLC p.O. Box 6650 Ocala, FL 34478352) 861-Plus (7587 pFCEIVED CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION, H ' q Documented Construction Value: $ Application No: CW' J- Uy'"" "'Historic District: Yes No Job Address: J ?) I — 6I1 — ()'Coo — iJ Zoning: Parcel ID: p— Q-IQC 012t_XT AC)O- I'TiL 5tz - Description of Work: US LLB___- Title: n17 SPlanReviewContactPerson: rr r M i e 1-588 E-mail: ]PEIMI iITSI Q—' a MPhone:'7b2 -%(ul ' 75Sr7 Fax: .?_-S21 _ LIC So Property Owner Information L` IPhone( 3 w T b Name C`t NUl VU Resident of property? Street: City, State Zip: f012-1 F ' • Z—1 ^1 Contractor Information 1(1G-p13C QiO Phone:',52 8C9-r1 v8 - Name noc 3(1 f k C t r - — Fax: Street: ,61fi11 i„„,± C State License No.: n , City, State Zip: _s 32S 1 q Arch itectlEnginee r Information Name: P Phone: _ P N Street: _ ( Fax: , 1 ( p City, Si, Zip: E- mail: Bonding Company: 1` P Mortgage Lender: P Address: N l P 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 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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 signs, wells, pools, furnaces, boilers, heaters, tanks, andmustbesecuredforelectricalwork, plumbing, air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all worts willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. 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 thispropertythatmaybefoundinthepublicrecordsofthiscounty, and there may be additional permits requiredfromothergovernmentalentitiessuchaswatermanagementdistricts, 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 thented plan review fee based on past permit activity levels. Should calculated charges exceed our permitthef es docurne when the construction value when the executed contract is submitted, credit will be appliedY permit is released. i Signature of owner/Agent Date SignAofContfor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Produced ID APPROVALS: COMMENTS: Rev 11.08 Personally Known to Me or Type of ID ZONING: /0,4 ENGINEERING: Print Contractor, nt's Name Si re of ry-S f Flori Da e 0PO4P e GREGORY F GALAS h47 f Qfv1",11SSIQN # nQ929321 rolra As" tFXPFt4 ,$gptr;rnhrr 29, 2013 Contractor/Age ( r) *0'1 rsonativi mnetomeor Produced ID Type of ID UTILITIES: FIRE: WASTE WATER: BUILDING: Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/web/re_web.sen inole counVjtle?parcel=31... DAVID JoHnsoN. cr<A, ASA PRDP RTY SER SEMINOLE C,.OUNTY FL: i 101 E. FR25TsT SANFORD, FL32771-1458> 407'• 665 -750c - VALUE SUMMARY VALUES 2011 Working 20101 Certified° GENERAL Value Method CostlMarket CostlMarket' Parcel Id: 31-19-31-517-0000-0380 Number of Buildings 1 1 Owner: ERICKSON KRISTINA D Depreciated Bldg Value 62,652 66,523 Depreciated EXFT Value 734 734MailingAddress: 2448 GRANDVIEW AVE Land Value (Market) 12,960 12,960? City,State,2ipCode: SANFORD FL 32771 Land Value Ag 0 0iPropertyAddress: 2448 GRANDVIEW AVE SANFORD 32771 Just/Market Value 76,346 80,217SubdivisionName: SOUTH PARK SANFORD Portablity Adj 0 0' Tax District: S1-SANFORD Exemptions: 00-HOMESTEAD (2002) Save Our Homes Adj 1,216 7,062 Amendment 1 Adj 0 01Dor: 01-SINGLE FAMILY Assessed Value (SOH) 75,130 73,155 Tax Estimator 1 Portability Calculator i 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 75,130 50,000 25,130' Amendment 1 adjustment is not applicable to school assessment) Schools 75,130 25,000 50;130 I City Sanford 75,130 50,000 25,130 SJWM(Saint Johns Water Management) 75,1301 50,0001 25,130 County Bonds 75,130 50,0001 25,130 Potential Portability Amount is $1,216 The taxable values and taxes are calculated using the current years working'values and the prior years approved millage rates. SALES f Deed Date Book Page Amount Vac/Imp Qualified 2010 VALUE SUMMARY WARRANTY DEED 02/2001 04019 0953 $76,000 Improved Yes Tax Amount (without SOH): 802 SPECIAL WARRANTY DEED 05/1986 01739 0042 $100 Improved No 2010 Tax Bill Amount: 683 SPECIAL WARRANTY DEED 12/1985 01700 0487 $100 Improved No Save Our Homes (SOH) Savings: 119 CERTIFICATE OF TITLE 11/1985 01692 0901 $38,500 Improved No 2010 Certified Taxable Value and Taxes WARRANTY DEED 09/1979 01241 1726 $35,000 Improved Yes IDOESNOTINCLUDENON -AD VALOREM ASSESSMENTS i WARRANTY DEED 01/1974 01025 1530 $19,100 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION i Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... !, j FRONT FOOT & DEPTH 54 133 .000 250.00 $12,960 LEG LOT 38 SOUTH PARK SANFORD PB 3 PG 62 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Buildincq1 SINGLE FAMILY 1974 5 989 1,381 Sketch 989 EW CONCRETE BLOCK $62,652 76,1731 Appendage / Sqft UTILITY FINISHED / 81 Appendage / Sgft OPEN PORCH FINISHED 1 119 Appendage / Sgft ENCLOSED PORCH UNFINISHED / 192 E 1 of 2 12/27/2010 10:59 AM Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/web/re—web.seminole countytitle?parce1=31... NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed 1 Permits (( j EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1980 216 $734 $1,836 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 year's property tax will be based on Just/Market value. 2 of 2 12/27/2010 10:59 AM STORE COPY INSTALLATION DESCRIPTION Stock or SOS: SOS Select Location : front door and another door leading to screened in area Number of Doors to Install : 1 Hardwood (Mahogany or Oak) Door : No Number of additional holes bored for accessories : None Install Storm Door -. No Total Linear Feet of Custom Trim to be Installed : 0 Customer Understands Scope of the Project . Yes Additional Miles Traveled over 20 : 0 Local Disposal Fee : Yes Other Work Charge : Yes Door Type : Exterior Select New Door: Single Pre -hung Side Lights or Transoms : No Hidden Damage Description : None install Specialized Mortise Hardware : No Lead Safety Practices : No Deliver Door : No Permit Required : No Bring Up To Code Description : None Describe Other Work Needed : remove framing.cut back panne ling: remove and put back over after install is complete Comments : 1 jamb extension needed Additional Specifications: Labor Charges $ 461.2 Detail Deduction -S 35.O 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. here applicable labor is !axable,ch-_ck local tax restrctions SUB -TOTAL $ 517. TAX S 0. DELIVERY $ 0. ORDERTOTAL $ sj7• BALANCE DUE Page 2 of 5 Store 1657 Project No. 314543S64 for KRiSTIN'A.E'RIGKSON _ DATE (MM1DD/YYY'() ACORU• CERTIFICATE OF LIABILITY INSURANCE ; 0311212010 PRooucER THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION MARSH ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 100 N. TRYON STREET, SUITE 3200 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR' CHARLOTTE, NC 28202 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. FAX (704) 374-8500 47095-CASUA-ONLY-10.-11 Licens FL LHC INSURED Lowe's Companies, Inc. and Subsidiaries PO Box 1000 Mooresville, NC 28115 INSURERS AFFORDING COVERAGE I NAIC # INSURER A: Self Insured j INSURER B: National Union Fire Ins Co Pittsburgh PA 19445 INSURER C; New Hampshire Insurance Company .23841 INSURER 0: Illinois National Ins Co 23817 INSURERE: Il1inOES Union Insurance Cc 27960 COVERAGES TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEDCONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATENOTWITHSTANDINGANYREQUIREMENT, TERM OR CONDITION OF ANYTHE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS. EXCLUSIONS ANDMAYBEISSUEDORMAYPERTAIN, THE INSURANCE AFFORDED BY CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 NSR ADD'L TYPE OF INSURANCE ILTRI POLICY NUMBER POLICY EFFECTIVE DATE(MMtODNYYY) POLICY EXPIRATION DATE<UWDDlYYW) LIMITS INSRD GENERAL LIABILITY EACH O UR E DAMA E TO REN O A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE = OCCUR elf-IrlsUred 04/01/2010 04/01/2011 PREMI ES(Ea.Occurrence MED EXP (Any one person) I PERSONAL&ADV INJURY GENERAL AGGREGATEI. i I— j GENERAL AGGREGATE LIMIT APPLIES PER PRODUCTS - COM AG POLICY PRO- JECT I AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 5,000.000 A NY AUTO CA6647501 (AOS) 04/01/2010 04/01/2011 Ea accideru) ALL OWNED AUTOS CA6647502(MA) 04101/2010 04/01/2011 BODILY INJURY C CA6647603(VA) 04/01/2010 04/01/2011 Per person) B SCHEDULED AUTOS HIREDAUTOS BODILY INJURY Per accident) i NON -OWNED AUTOS PROPERTY DAMAGE Pereccident) AUTO ONLY - EA ACCIDENT GARAGE LIABILITY OTHER THAN - EAACC ANY AUTO AUTO ONLY. AGG EACH OCCURRENCE 6,000,00D.`; EXCESS I UMBRELLA LIABILITY AGGREGATE 5,000,000"' B X BE27471705 04/01/2010 04/01/2011 OCCUR --- CLAIMS MADE DEDUCTIBLE X WC STATU• OTH- RETENTION b WORKERS COMPENSATION AND EMPLOYERS' LIABILITY WCO20342251 (AOS) 04/01/2010 04/01/2011 L. EACH ACCIDENT 2,000,0-0 C ANY PROPRIETOR/ PARTNERIEXECUTIVE YIN _ WCO20342252(WI) 04/01/2010 04101 J2011 L. DISEASE - EA EMPLOYE 2,000,000 D OFFICERIMEMBER EXCLUDED? N 2,000,000 L. DISEASE - POLICYLIMITMsndalayInNH)) II qyes, des rube under SPECIAL PROVISIONS below B OTHER Excess WC XWC4880417 0410112010 04101/2011 WC:StaUEL:$3mil; xs $2mil SIR TNSC46242531 04/01/ 2010 04/01/2011 8mil EaOcc/Agg; xs $2mil SIR E TX Employers XS Indemnity C U CfJTfCPFr': Il1 PRnVMIONS DESCRIPTION OF OPEKA UUNWI.U..irvnar.en,...^--•--•--____. Lowe's Home Centers, Inc. is a named insured under the captioned policies. Florida Contractor's License No. CGC1508417, Peter Anthony Cataro e I General Contractor. Florida Contractor's License No. CCC1326824, Peter Anthony Cafaro III, Certified Roofing Contractor. (Please see Page 2 for additional I information.) CERTIFICATE HOLDER ATL- 001786162-24 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 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 $0 SHALL IMPOSE NO OaLIGATION OR LIABILITY OF ANY KIND 7UUPROIZNED gB THE INSURER, ITS AGENTS OR REPRESENTATIVES. D March USAPAE.aENTATIVE In Diana Bentley p 1998-2009 ACORD CORPORATION. All Rights Reserved ACORD 25 (2009101) The ACORD name and Pogo are registered marks of ACORD PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Statewide approved products are listed online @ www.floridabuilding.org. Category/Subcategory Manufacturer Product Description I prova um s 1 EXTER OR DOORS - — A. SWINGING B. SLIDING C. SECTIONAL/ROLL UP ID OTHER 12. WINDOWS- --- -- I _ I RL —01 - I iA. SINGLE/DOUBLE HUNG r C. CASEMENT D. FIXED E MULLION F G. OTHER A. SIDING IB. SOFFITS J ; _.__-._ C STOREFRONTS D GLASS BLOCK E OTHER 4. ROOFING PRODUCTS I _ IiA. ASPHALT SHINGLES 16. NON-STRUCT METAL ID: SINGLE PLY ROOF iE. OTHER I 5 STRUCT COMPONENTS I A` WOOD CONNECTORS j6. WOOD ANCHORS C. TRUSS PLATES IQ. INSULATION FORMS i i _- IE. LINTELS IF OTHERS-- i6. NEW EXTERIOR ENVELOPE PRODUCTS A. The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. R-1305 01-04 1/3/2011 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 i Date Submitted Date Validated Date Pending FBC Approval Date Approved e Summary of Products FL # Model, Number or Name fIOhdabuiIding.org/pr/pr_app_dtl.aspx?p... L. Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option A 12/16/2010 12/16/2010 12/22/2010 Description 1/3 1/3/2011 4904.1 Florida Building Code Online Wood -edge Steel Side -Hinged Door i 6-8" Opaque I/S and O/S Single Door Units Limits of Use I Approved for use,in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +76.0/-76.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70.0/-70.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. T-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. Certification Agency Certificate FL4904 R4_C:,_CAt;,.._NI00611U,-R4FDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 .iI FL.0128.Ddf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FI_4904 R4 AF 50 A_j:1cjf Created by Independent Third Party: Yes 8'-0" Opaque I/S and O/S Single Door Certification Agency Certificate FL4904 R4 C CAC NI006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0129.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports F 1: 49.9.4. . R., . AF:..._5.-D-3. A.:.I: ft Created by Independent Third Party: Yes 4904.3 Wood -edge Steel Side -Hinged Door 6-8" Opaque I/S and O/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-55.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nontinal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA- FL0128-05 for details. 4904.4 Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max norrrnal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO129-05 for details. 4904.5 Wood edge Steel Side Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FLO129-05 for details. 4904.E Wood -edge Steel Side -Hinged Door Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Certification Agency Certificate FL4904 R4 C CAC NI006110-R4.PDF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions F1.4904__r:4 I_l FL012£3_pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL49-04....R4..._AE...._`liN.A.:..61 L€. Created by Independent Third Party: Yes 8'-0" Opaque I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R4 C CAC NI006110-R4.PDF' Quality Assurance Contract Expiration Date 12/31/2014, Installation Instructions F 1_4904 R4 11 Ft0129.ndf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports F.1.4`?. ?.4..._R4.:...A-E..._501A.I.pdti Created by Independent Third Party: Yes 8'-0" Opaque O/S w/ or w/o Sidelites Certification Agency Certificate FL4904 _R4 (" CAC NIOQ6110__R4,I)DF Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 I1 FL0129.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports F1_4_`904,._R4__AF..._501 A.:.r1d_F Created by Independent Third Party: Yes 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4904 R4 C CAC NI006110-R4PDF Quality Assurance Contract Expiration Date floridabuilding.org/pr/pr_app_dtl.aspx?p... 2/3 1/3/2011 Florida Building Code Online Impact Resistant: No Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO130-05 for details. 12/31/2014 Installation Instructions FL4904 R4 II FL0130.oclf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 502A pdf Created by Independent Third Party: Yes 4904.7 Wood edge Steel Side Hinged Door f8'-0" Glazed I/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. Certification Agency Certificate Fl_<.19f,)4._Rtl CAC_N.IOOG:LI7.;;R•F_f?f?F Quality Assurance Contract Expiration Date 12/31/2014 Installation Instructions FL4904 R4 II FL0131 pdf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A.odf Created by Independent Third Party: Yes 4904.8 Wood edge Steel Side Hinged Door 8'-0" Glazed O/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45.0/-40.0 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is required. See DWG-MA-FLO131-05 for details. Certification Agency Certificate F14. 04_ R4CCAC ..__NICI.QC1.10-R4,PDF - -' Quality Assurance Contract Expiration Date 12/ 31/2014 Installation Instructions FL4904 R4 II._FLQ131.odf Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL4904 R4 AE 501A.odf Created by Independent Third Party: Yes EF: F. [-._] Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 487- 1824, Fax (850) 414-8436 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: K3 ® no fIoridabuiIding.org/ pr/pr_app_dtl.aspx?p... 3/3 e9' MAX.OVERALL FRAME NIDT4 mil/ C/1(-//('lc;. 36.3i5 MAX. i7.5 UAX SID6HINGED WOOD EDGE STEEL DOOR UNIT i_21" MAX 6.37 wVAX, n4E l l„ 6'-8" GLAZED DOUBLE_ DOOR WITH / V1/ITHOUT SIDELITES I by/FISiaAGP.L L` f zA 1 EVAIAL_ O Es I 1 EVAI -LORI FOG USE IN LOCATIONS ADHERING TOTIMEIREMCAASLOGEDBWVCEPRESSUREREQUIREMENTSASDET1I.DIN S N OlH J, MINIMUM = DESIGN LT X FOR BtH-- DESIG AND OTHER STISTED RCS, DOES NOT EXCEED THE DESIGN ?RESSURFS LISTED. _ 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. R5 O POLYURETHANE CORE :LANE SPREAD IHO[% CF 50 ND SMO.CKEE DEVELG?Ep InIOEx OF 6G PER AST1.1 E84. rl rj 4. PISSTiCS TESTING OF LITE F R.AI.IE MATERIAL' - I'EST OESf.RIPTI DESIGN.;ION _RESULT s ELF IGNITIONASiv 01929 740 'F > f:50 'F RAZE OF' tlU"IN_GASTN. D635 D.JJ IN/M.IPI sMGKE DEN811V As TEI:sILE STRE:+!Gi:+.• ASiN COMPARATIVE TENSILE STRENGTH AFTER VVFATHFRINC ---- 4500 ('.OURS XENON ARC METH00 I I q;ergl:WNN;,I DO'J LIiD_JII bi I FL.ITFS 41 Oxe 7."c' v I I I l SIM1GI R nOR IINII 5!vGL'CUOR U+"T ' DO' IB - 00R UNI i V//5I' .iCS $LJ! FDR mJ A H VFNTI.!T„ WITH WITH'310Ei ITF TABLE Cl COn111 1 I'C - - DC CI IFI,(.N IYPI ? lLE ATIDM1 tt GENENOTES IIDRINC IOCAI ITNS & _DETAIL; _ IA CHJRIIJG I_(1CATIOnS & OCTA LS OESIGn' PRESSURE RATING WEER- WATER INFILTRATION PER` ORMANCL 15 REQUIRED 0 SE 15• J. OF GE51GN PRESSURE CONFIG 30,5 tdAX MOTH INSWING CUTSYaINC INS'NING 19.0 OUTS"IllSO 5 -50.5 1 50.5 505T59.T9:U 19.0505 -50.5 Xz UX o 7 7550.3 / 05 f,0_ 56.5 -.05 +SU-_` 5G.5 i9.0 190 I_ ISG.S -50.5 0 OXO 1 2S 0, 5 05 +505 ( i05 19.0 -19G 505 -50.5 OXXO 141 U S C.5 SG 5 SC.S 19.0 -19.0 _I_'150 5 -50.5 VENT 3 0 55.(. t5.0 455.0 Y C• N A LL^13'l0 R?' DA:?RAZOR FLORIDA Pt. b'SG53, 3 U a U LCI. Z % J O -- T U U C r- Lj W S S" iS' Rni' ter— — --- --1 3 l II cEE CETAI I 0 0 U <L it -- 6•. 6.. _I I Ffi w y U u-)u 0a SEE DETAIL I lalI SEL D_tAIL 6' F.. r _ _ STRUCTUREHIV'E 'P ENO'HE HOLE INTO ASTRAGAL RETAINER DOLT MUST CC yi0 "yE -- x 2x21/2" THE DRILLED ' I - I r ya :: 2- 1/2' FORA 1. 375 THROW y1c x 8 x 2--1/2' , . y10 x 1' I0 x 5/3 DETAIL "F" ASTRAL Ali 0 x 2" DETAIL "E" ASTRAGAL L=TAIL " C" A7ACH ASf RAGAI_ RETAINER E301_T n w., siee ON BUTYL srneca 0 ECU4 DETAIL "ID' STRIKE PLATE TO FRAME` AS SHOWN A.L 0.962` I^l nio 41 h `'I I 0 99° 1.37P?41E j8. ELIERIOR I I72G Cxe FBNewG' T.'— ' /yw.n IN`cC' vV'_IC; IHFa5H0!_<7 CUTSImmG THFFSHOLG uL;Z_NG,-Di7l il. L_ I i i I SEE OF IA'.L I "C' tiHl. 2 ATTACHMENT DETAII. t. ANCHOR ANALYSIS FOR 1OACING CONDITIONS PREPARED, SIGNED AND SF AL.ED HY L.UIS R. I_OMAS, PE P_OHIDA #625111) Wr[I THE LOWESI'LEAST) FASTENER RATING FROM THE DiFF-REN'T FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESI-:OL.D FASIENEP,S ANALYZED FOR 7I-115 UNIT INCLUDE 10 WOOD SCREWS OR 3/16" IAPCCNS. A PHYSICAL SHIM MUST DE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOCD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/.AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENI CF 1 1/2" MINIMUM EMBEDVEN-I. THE TAPCON MUST ACHIEVE MIN.MUM EMBLDM'TVT OF WOOD BUCKS BY CIHERS MUSI BE ANCHORED PROPERLY TO TRANSFF_R LOADS TO STRUCTURE. 4, !J I;IIMUM DESIGN VALUE S1:REN3TH OF AIJCHORS 171 LBS. i 3' I a SEE DFTAII- s SHT. 2 I S ol - I 3,. HARDWARE SCHEDULE 1, KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE i DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE.___ 7 4` X 4" FULL hdORT15E MITT HINGES— --- I p 175' MIN, 0.25' WIN _' 0 25" MAX MAN T SHIM CL tlzl Psrixnr TYPICAL WOOD 3UC. TYPICAL MASONRY ANCHOR INSTALLATION ANCHOR INSTAI_I_ATION