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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: PERMIT NUM- / l/ V I a PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SC Fort Pierce, Fl. 34982 ANNED (772) 4624553 By APPLICATION FOR REPLACEMENT OF fit. Lucie County WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATIONISITE ADDRESS: D� s /4 //J 2. PARCEL ID NUMBER: 3 W Z - 112 O Dv/ - Ooo . -tom 3. , DESCRIPTION OF PROJECTOR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR ✓ MOBILE HOME OTHER S. OWNERS INFORMATION 6. Name: Address: 4g04 .S £,diw /L.dv iJr City: �. ' /%ems State: j!a_ Zip: Phone: 2 J�' ." 6y/6 CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: Business Name Phone NumI6er --- Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product t facure Manufacture l #d M Model Method of Attachment # Florida Product Approval # 120 mph 30 mph % h Windows.& Skylights C ' �u4L Exposure B - - I - I I SOX wcs 0.1I-L cl� , < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) Exposure C Overhead Garage Doors B- Size C-"Size 7. VALUE OF CONSTRUCTION: $ , OJv FEES DUE: RECEIPT: owNm s AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. Q �. O RS AME SI R OF A`LIFIEWOWNER STATE OF FLORIDA, COUNTY OF� ACKNOWLEDGED�EFORE ME DAY OF 20,1 BY ` WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED i0 M k I, ) r%' J in AS IDENT ATI . TITLE: NOTARY PUBLIC TYPE OR BRINT NAME OF NOTARY COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECOOL COMMENCEMENT MAY RESULT IN YOUR PAYING SAY AUDREY B. HUMPHREY MY COMMISSION # EE 061159 EXPIRES: March 6, 2015 Bonded Thru Notary Public Underwriters ST. LUCIE COUNTY Vinyl Siding TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY'BEFORE RECORDING YOUR 'NOTICE OF COMMENCEMENT " [] Attach'2'copies of the 140A'or Florida approval with details to the -product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows,c�Skylights, Doors -,& Overhead doors to'.be used for only those activities that are not otherwise included under a primary building permit.'' This,applieatioii for Permii'may not be(used'for any activity that includes any type or kind of structural alteration. Building activities, inyolvigg, structura�RalteratiQn; in addition to:tlie replacement of Windows, Skylights, Doors 8c Overhead doors, must be permitted through the regular building permit review process. 'The'information to be provided with this application includes: t 1. LOCATION/SITE ADDRESS: .................:.: ....�: ..., , Indicate,the street address; otgeneral location; of the property on .,.,.. ....... which the building activity istakingplace. 2. PARCEL ID NUMBER........................................................ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Indicate the Property Tax Identification. Number for the property on which the building activity is taking place: B6e0 describe the building activity.,unde :permit application. 4. OWNERS INFORMATION: . ................................................. Indicate the name and address -of the=owner of the property on which the. product.istobe.installed. 5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County - contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is. used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the.De.partment no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at ,(772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors 8t Overhead doors replacement Permit, the scheduling of all required inspections may be made -by calling (772)"462-1261. SLCCDV FORM NO: 006-05 N�1 V. F,R Property Appraiser - St.Lucie C' uty, FL l 0: l>` PROPERTY RECORD CARD Margaret A O'Neal Record: 1 of 1 F`s Propert Identification P y Site Address: 6205 S INDIAN RIVER DR -rs Sec/Town/Range: 12 :36S :40E '!f '•; Map ID: 34/12N " Zoning: RE-2 Ownership and Mailing Owner: Margaret A O'Neal Address: 241 Hollow Tree Ridge Rd :(F Darien CT 06820 •Il,f t:t Sales Information t Q Date Price Code Deed i; �... 3/25/2010 420000 0001 WD VAN 7/7/1995 137500 00 WD !'a 2/1/1976 72000 00 CV ,ur Exterior Features Page 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print LOCIEC�G2 Parcel)D: 304� ;9P� Account #: 40610 Land Use: SF Res City/Cnty: St Lucie County ' Legal Description Uz36 0 FROM NE_CO- OF GOV LOT 1 RUN,W TO E R/.W EEC R SEL-Y LG W -20.4 FT FOR P@B� j5R CONT ore... Assessment 2010 Final Total Land and Building Book/Page 2010 Final: 368000 Land Value: 280500 Acres: 0.82 3184 / 0367 Assessed: 368000 Building Value: 87500 0964 / 1374 Ag.Credit: 0 Finished Area: 2126 SgFt 0248 / 2016 Exempt: Taxable: Taxes: 7648.58 BUILDING INFORMATION 44 View: RoofCover: SD - Dim Shingle RoofStruct: GA - Gable ExtType: HC+ -HC+ YearBlt: 1965 Frame: Grade: C+ - C+ EffYrBlt: 1985 PrimeWall: BS - CB Stucco II#ys� StoryHght: 0010 - 1 Story No.Units: 1 SecWall: ga. Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall i `.:• FullBath: 3 HeatType: FHA - FrcdHoWr AvgHt/FI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 I; Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth ` 1 0100-SF Res 205 -Front Ft 152 500 k =- 2 0100-SF Res 520 -Acres 0.82 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/pre.asp?prclid=341211200010005 6/17/2011 C��u `"T `• St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, Florida 34982 (772)462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people •working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all app �u ordinances, building codes, and zoning regulations. Initial �L I understand that the building official and inspectors are not there to design or give advice o ee the minimum code. Initial I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and��t ee cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and is cost, which could include loss of wages during recovery from their injury. Initial a To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and 7nZ g Depart nt to the Florida State Department of Professional Regulation. Signed and acknowledged on this day of of 20 �. Owner/BiEder S nature STATE OF FLORIDA �. COUNTY OF The i instrument was ac cnowledged before me this day of 20 / by it. who is personally known tor who has produced as identification. � „ j 03 v / V �D ,�� l d Signature of Not y Ty or Print Name of No ry rn Se0l) Title: Notary Public Commission Number �li(./�/�1 � �+-�� �����f��'✓��'" ��/ � / ,, / , AUUREI' 9. HUMPHREY I -_ MY COMMISSION # 6, 2 1159 ("a EXPIRES: March 6, nder /��; Bonded Thru Notary Public Underwriters err. > >> z)� JL7,4' f 4 a 14 1 Property Appraiser - St.Lucie ty, FL Page 1 of 1 PROPERTY RECORD CARD Margaret A O'Neal Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 6205 S INDIAN RIVER DR ParcellD: 3412-112-0001-000-5 ���CIE��G2 Sec/Town/Range: 12 :36S :40E Account #: 40610 Map ID: 34/12N Land Use: SF Res City/Cnty: St Lucie County Zoning: RE-2 Ownership and Mailing Legal Description Owner: Margaret A O'Neal 12 36 40 FROM NE COR OF GOV LOT 1 RUN W TO E R/W FEC RR, Address: 241 Hollow Tree Ridge Rd TH SELY ALG RIW 120.4 FT FOR POB, TH CONTSE Darien CT 06820 More... Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 368000 Land Value: 280500 Acres: 0.82 3/25/2010 420000 0001 WD 3184 / 0367 Assessed: 368000 Building Value: 87500 7/7/1995 137500 00 WD 0964 / 1374 Ag.Credit: 0 Finished Area: 2126 SgFt 2/1/1976 72000 00 CV 0248 / 2016 Exempt: Taxable: Taxes: 7648.58 BUILDING INFORMATION Exterior Features View: RoofCover: SD - Dim Shingle RoofStruct: GA - Gable ExtType: HC+ -HC+ YearBlt: 1965 Frame: Grade: C+ - C+ EffYrBlt: 1985 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 3 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/26ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 0100-SF Res 205 -Front Ft 152 500 2 0100-SF Res 520 -Acres 0.82 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED 3 . http://www.pasle.org/pre.asp?prclid=341211200010005 7/13/2011 PLANNING AND DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division 2300 VIRGINIA AVE. FORT PIERCE, FL 34982 (772)462-1553 PERMIT RENEWAL REQUEST ADDRESS: Ir I ,PERMIT NUMBER: 11 o% -0159 I, WAVIL -0;uw L. , AM REQUESTING THAT THE ABOVE PERMIT IS RENEWED FOR 18 MONTHS. I UNDERSTAND THAT I MUST SCHEDULE AND PASS ALL REQUIRED INSPECTIONS FOR THE PERMIT TO BE FINALED. FURTHER, I UNDERSTAND THAT THIS IS A ONE TIME RENEWAL AND THE PERMIT SHALL EXPIRE SHOULD I NOT RECEIVE A PASSING INSPECTION DURING ANY SIX MONTHS PERIOD DURING THE RENEWAL PERIOD. A A WLIJ s1l�z OWNE"fIJj9LR:CONTI%fT0R SIGNATURE DATE �bnnt�,tiCU�" STATE OF+h@R10A, County of ACKNOWLEDGED BEFORE ME THIS I t DAY OF YVI�,lil , 2012 WHO IS PERSONALLY KNOWN TO ME, OR HAS PROVIDED IVaS U U04kr AS IDENTIFICATION. STATE OF PACmy of SEAL SIGNATURE OF NOTARY COMMISSION NUMBER pp�flfl�y iVl/' RKETT "pp i ORRICO NOTARYPUBLIC MY C NIMSSION EXPIRES JULY 31, 2014, FOR OFFICE USE ONLY: RENEWAL FEE: $ .15 No. of Open Inspections _ Total No. of Inspections = lX (% of Open Inspections). Original Permit Fee $ x Open Inspections (%)_ _ $ 1-157 (Renewal Fee). Example: [15 T 23 = .65(%)] $175.00(permit fee) x .65(%) = $113.75 (Renewal Fee) SLCPDSD REV 4/11/2011 Planning & Development Services Building & Code Regulation Division Permitting Department 2300 Virginia Avenue Fort Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462,1578 Date: 04 June 2012 Receipt #: 0000085847 Permit Number: 1107-0159 Job Address: 6205 S INDIAN RIVER DR ,mount: $75.00 Paid With: CK Check Number: Paid By: FREDERICK J STOCK III Received By: angela Receipt Online address: http://www.stlucieco.org/planning/permitting.htm Florida Building Code Online Page 1 of 4 C1 a ]� I� IJULr BCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval jj USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail LLrb lla FL # FL8692-R2 Application Type Revision 0��r 1d of Code Version 2007 I� r- a • .. �tr Application Status Approved uiL *Approved by DCA. Approvals by DCA shall be reviewed and -04 ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email FILE COPY t Quality Assurance Representative ✓ �� Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3 8PIGV2h%2... 7/ 13/2011 Florida Building Code Online Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/01/2011 03/10/2011 03/22/2011 Page 2 of 4 Summary of Products FL # Model, Number or Name Description 8692.1 Hurricane Belleville Fiberglass 6'-8" Opaque I/S and O/S Single Door Door Unit Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8692 R2 C CAC NI007077-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8692 R2 II FL0170.1)df Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system is NOT required. See anchor FL8692 R2 AE 504A.odf detail DWG-MA-FLO170-07 for additional information. Created by Independent Third Party: Yes 8692.2 Hurricane Belleville Fiberglass 8'-0" Opaque I/S and O/S Single Door Door Unit 11 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8692 R2 C CAC NI007077-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8692 R2 II FL0171.1)df Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 3'-0" x 8'-0" max nominal size. Evaluation Reports Hurricane protective system is NOT required. See anchor FL8692 R2 AE 503A.odf detail DWG-MA-FLO171-07 for additional information. Created by Independent Third Party: Yes 8692.3 Hurricane Belleville Fiberglass 6'-8" Opaque I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8692 R2 C CAC NI007077-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8692 R2 II FL0170.odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system is NOT required. See anchor FL8692 R2 AE 502A.odf detail DWG-MA-FLO170-07 for additional information. Created by Independent Third Party: Yes 8692.4 Hurricane Belleville Fiberglass 6'-8" Opaque O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8692 R2 C CAC NI007077-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8692 R2 II FL0170.odf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports Hurricane protective system is NOT required. See anchor FL8692 R2 AE 502A.odf detail DWG-MA-FLO170-07 for additional information. Created by Independent Third Party: Yes 8692.5 Hurricane Belleville Fiberglass 8'-0" Opaque I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8692 R2 C CAC NI007077-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8692 R2 II FL0171.1)df Florida Building Code including the High Velocity Verified By: National Accreditation & Management http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu3 8PIGV2h%2... 7/13/2011 Florida Building Code Online , Page 3 of 4 Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. Evaluation Reports Hurricane protective system is NOT required. See anchor FL8692 R2 AE 501A.pdf detail DWG-MA-FLO171-07 for additional information. Created by Independent Third Party: Yes 8692.6 Hurricane Belleville Fiberglass 8'-0" Opaque O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8692 R2 C CAC NI007077-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL8692 R2 II FL0171.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. Evaluation Reports Hurricane protective system is NOT required. See anchor FL8692 R2 AE 501A.pdf detail DWG-MA-FLO171-07 for additional information. Created by Independent Third Party: Yes 8692.7 Hurricane Belleville Fiberglass 6'-8" Glazed I/S and O/S Single or Double Door w/ or �= Door Unit w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8692 R2 C CAC NI007077-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8692 R2 II FL0172.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 6'-8" max nominal size. Evaluation Reports ' Hurricane protective system is NOT required. See anchor FL8692 R2 AE 502A.pdf detail DWG-MA-FLO172-07 for additional information. Created by Independent Third Party: Yes 8692.8 Hurricane Belleville Fiberglass 8'-0" Glazed I/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8692 R2 C CAC NI007077-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +43.0/-47.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8692 R2 II FL0173.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. Evaluation Reports Hurricane protective system is NOT required. See anchor FL8692 R2 AE 501A.pdf detail DWG-MA-FLO173-07 for additional information. Created by Independent Third Party: Yes 8692.9 Hurricane Belleville Fiberglass 8'-0" Glazed O/S Single or Double Door w/ or w/o �:] Door Unit ISidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8692 R2 C CAC NI007077-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +47.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8692 'R2 II FL0173.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. Evaluation Reports Hurricane protective system is NOT required. See anchor FL8692 R2 AE 501A.pdf detail DWG-MA-FLO173-07 for additional information. Created by Independent Third Party: Yes 8692.10 Hurricane Belleville Fiberglass 8'-0" Glazed I/S and O/S Single or Double Door w/ or Door Unit w/o Sidelites (with surface bolts) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8692 R2 C CAC NI007077-R1.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2014 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8692 R2 II FL0173.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7 do not exceed the design Created by Independent Third Party: pressures listed. 12'-0" x 8'-0" max nominal size. Evaluation Reports Hurricane protective system is NOT required. See anchor FL8692 R2 AE 501A.pdf http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDqu38PIGV2h%2... 7/13/2011 Florida Building Code Online - -. Page 4 of 4 Ildetail DWG-MA-FLO173-07 for additional information. II Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-6436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Coovright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: (R - scCurit"u.TwC.V Trusted yCPIFI) http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3 8PIGV2h%2... 7/ 13/2011 ❑ ��'LCIaO'�7C.f�'; HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES 14 GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF HURRICANE PROTECTIVE SYS-EM (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: rrcr nrcro _ DCCI II T SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.5E IN/MIN SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH' ASTM D633 3.2% DIFF 5. PLASTICS TESTING OF LITE FRAME MATERIAL: IDT-11 nccICIJ GTinN RFCI 11 T SELF IGNITION TEMP ASTM D1929 980 'F > 650 'F RATE OF BURNING ASTM D635 1.04 IN/h11N SMOKE DENSITY ASTM D2843 73.8% TENSILE STRENGTH" ASTM D638 2.8% CIFF COMPARATIVE ItNWLt Jl KtNUIN AFILK �vtAlntrcuv� 4500 HOURS XENON ARC METHOD 1 i u SINGLE DOOR UNIT DOUBLE DOOR UNIT -ABLE OF CONTENTS SHEET # DESCRIPTION I TYP.CAL ELEVATIONS & GENERAL_ NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 149" MAX. 0'/EWL FR4ME MOTH 21" MAX 36.375" MAX. 37.5"' MAX. - D.L.O. - - PANEL WIDTH -I I` FRAME RAME WIDTH I o � N < I = c� M �0 � z T Ll DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDEI_IIE A.d'a dum to NAMI Cefficalml It: RkmedBy Date Rekisl DOUBLE DOOR UNIT W/SIDELITES WHERE -WATER PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE INSWING I OUTSWING I OUTSWING OUTSWING- CONRG MAX WIDTH X 37.5 +55.0 -55.0 +550 -55.0 +10-90 +40.6 -40.0 +55.0 -55.0 XX 74 +55.0 -55.0 +55.0 -55.0 I +10 +40.0 -40.0 +55.0 -55.0 OX or XO 75 +55.0 -55.0 +55.0 -55.0 1119.0 -19.0 +40.0 -40.0 +55.0 -55.0 OXO 112.5 +55.0 -55.0 +55.0 -55.0 i +19.0 -19.0 +40.0 -40.0 +55.0 -SSA O:XO 149' +55.0 -55.0 +55.0 -55.0 : +19.0 -19.0 +40.0 -40.0 +55.0 -55.0 1 -21-U KURT BALTHAZOR FLORIDA P.E. 156533 DATE: 4/9/07 SALE: N.T.S. Dwc. BY: SWS CHK. BY: -FL0172-0% 1 or 3 6" .. SEE DETAIL 3" — — 6' 3" I _ 3" —I . I_ - I I— 3 r 3� r, r SEE DETAIL 3„ —I C1 W V) r J a w o A OB � — 6., I I jj� I I I I I I Q a W O 3 o- - z — SEE DETAIL "F.. #8 x 2-1/2" #10 x 2" —`J DETAIL "E" ASTRAGAL #10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT #8 x 2-1/2" #10 x 3/4" #10 x 5/8" I•• STRIKE PLATE TO FRAME ❑ I' #1G x 3/4" AS SHOWN. io ul ;EE DETAIL C" 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH o THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH Qi FOR A 1.375" THROW DETAIL T" ASTRAGAL In a 00 O Q 0 J 0 O J ccCD O Ln u! O cLij #10 x 2 0.124" ANNEALED DECORATIVE INSERT 0.090" SAFER IIIG (OPTIONAL) DETAIL 'C' 0,124" ANNEALED—y .C124" TEMP. DETAIL "D" <z 1 .375" e:a°ad =. °a;gR.c; '_ DOW 832 Do 832 ECUAL OR EQUAL 1.75" 11.047" •c:yi,.� „ °• ° +�"YI8'.1'Bfi By: DBi? ABV18N80: Adran�umlDNn611 r� _ DATE: 4/9/07 SCALE: N. T. S. DWG. BY: SINS CHK. BY: EXTERIOR INT RI R DRAWING NO.: { TYPICAL GLAZING DETAIL INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS DNIG-MA-FL0172-07 SHEET 2 OF 3 SEE DETAIL °C'• SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE ,—/FLORIDA #62514) WITH THE LOWEST (LEAST) ASTENER RATING FROM THE DIFFERENT FASTENERS =JEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BLCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. -I I- 0 6 6. 3" - —I 3.—I N cl U 0- SEE DETAIL "D' SHT. 2 J Q 0 I II — I I I— 6" 6.. II li I I I II H 11 II e II I —I 3" •. — 6.. HARDWARE SCHEDULE _ 1. [WIKSE-T SERIES 400 GRACE 3 CYLINDRICAL LATCH AND ERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED T 5-1/2' CENTERLINE. I2. 14" X 4" FULL MORTISE BUTT HINGES. 1.50" MIN _ 0.25" MAX SHIM CL —I �— TYFICAL WOOD BUCK ANCHOR INS-ALLATION 1.25' 4 — ----- fir— - . MIN i 0.25" — MAX SHIM CL TYPICAL MASONRY ANCHOR INSTALLATION Lo Q 00 Er 0 00 Q O cx� J z V7 O C� w �U z�2 Ln U Lu Lo Lu nW2rE: 4/9/07 LE: N.T.S. c. BY: SWS Dale Rw-I l41K. BY: DWG-MA-FLO172-07 SHEET _3 OF 3_ MUM Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product: Certification No.: Certification Date: Expiration Date: Revision Date: N1007077-R1 Page 04/10/2007 12/31/2014 12/1,7/201.0 Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (vv/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203-94/AS'rM E330 The "Notice of Product Certification" is only valid if the NAM) Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Produe Listin at www.Namicert.ificatioti.coni. -'I NA.Mi's Certification 11 a i accrediten nv i ne American iNationat manuaras institute lAiN:5i). Inswing Glazed Structural Water Missile Test Report Number Configuration or or maximum Design Test Impact Drawing Number & Outswing Opaque i Size Pressure Pressure Rated Comments I/S Glazed 3'0" x 6'8" +551-55 2.86 psf Yes NCT1,210-3389-1 Maxim= Panel Size: 3*0"x 678- Single Anchor Drawings-MA-FLO 172-07 O/S Glazed— 3'0" x 6'8" +55/-55__--K-0opsf Yes N(M210-3389-1 Single 8.25 psf* M&xirnurn Panel Size: 3'0- x 6W' L_ I Anchor Drawings-MA-FLO 172-07 XX I/S Glazed 6'0" x 6'8" +551-55 186 psf Yes NCTL-210-3389-1 Double 'Maximum Panel Size: 3Vx 6'8" i Anchor DrawinL5-MA-FLO 172-07 x3c" O/S Glazed 6'0" x 6'8" +551-55 6.00 psf - s NCTL-210-3389-1 Double 8.25 psf* Maximum Panel Size: 3'0" x 6'8'* Anchor Drawings-MA-FLO 172-07 X0/0X I/S Glazed Door 6'0" x 6'8" ­55/-55 2.86 psf Door -Yes NCTI,-210-3389-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size. 3'0" x 6'8" AnchE_Drawin s-MA-FLU172- 7 XO/OX O/S Glazed Door 6'0"x 6W' �551-55 6.00 psf Door -Yes NCTI-210-1389-1 Single w/Sidelites Glazed Sidelite 8.25 pst' Sidelite-Yes Mminnirn Panel Size: 3'0'* x 6`8­ Anchor Dra%vings-MA-FLO 172-07 OX0 I/S Glazed Door 910" x 618" 2.86 psf Door -Yes NC11-210-33,99-1 Single Nv/Sidelites Glazed Sidelites Sidelites-Yes -Maximum Panel Size: 310" x 6*8„ Anchor Drawings-MA-FLO 172-07 OX0 O/S Glazed Door 9'0` x 6'8" 6.00psfboor-Yes NCTL-2 1O-3389-1 Single w/Sidelites Glazed Sidelites 8.25 psf* Sidelites-Yes Maximum Panel Size: 3'0'^ x 6V '1-07 Anchor DTa-,6nPs M F1 0 1 7� OXX0 I/S Glazed Doors 12'6" x 6'8" 55,-55 2.86 psf Doors -Yes Double w/Sidelites Glazed Sidelites Sidelites-Yes x Nixxinnim Panel Size: 3'0" 6'8'^ Anchor Drawinas-IMA-FLO 172-07 OXX0 of's Glazed Doors 12 6" x�68- 551-55 6.00 psf Doors -Yes NCT1,210-3389-1 Double w/Sidelites Glazed Sidelites 1 8.25 psf* 1 Sidelites-Yes Nlaximurn PanelSize: 3'0" x 6'8" . . . ...... . ....... . 1 i Anchor Drawing1,s-NlA-jj_,0 172-07 *Denotes lligh Dan Threshold Design National Accreditation & Management Institute, Inc./4794 George Washington Memorial flighway/1-tayes, V Tel-(804) 684-51.24/Fax-(804) 684-5172 1 Z NA*Ml AUTHORIZED SIC'rNATUIRE: NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: N1007077-RI Page 6 1955 Powis Road Certification Date: 04/10/2007 West Chicago, IL 60185 Expiration Date: 12/31/2014 Revision Date: 12/17/2010 Product: FiberglassImpact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (iv/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203-94/AST-M. E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertiricatioii.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water issile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & outswing opaque Size Pressure Pressure Rated Comments X us Glazed YO" x 8'0" 1, -43/47 2.86 psf Yes NCTL-210-3367-1 Single Maximum Panel Size- 3'0" x 8*0" Anchor Drawings-MA-FLO 1. 73-07 X O/S Glazed 3V' x 8'0" +47/45 6.00 psf Yes NCTL-210-3367-1 Single I -�551-55 8.25 psf* Maximum Panel Size: 3'0" x 8V wiSurface Bolts Anchor Drawings-MA-FL0173-07 XX I/S Glazed. 6'0" x 8'0" +43/47 2.86 psf Yes NUL-210-3367-1 Maximum Panel Size: 3'0" x 8'0"Double Anchor Drawings-MA-FLO 173-07 XX O/S j Glazed 6'0" x 8'0" 1_47/45 6.00 psf Yes Ncr1--210-3367-1 Double +551-55 8.25 psf* Maximum Panel Si7c: 3V1 x 810" WSurface Bolts Anchor Drawings,MA-FLO 173-07 X0/0X I/S 1 Glazed Door 610" x 810" 4-43/47 2.86 psf Door -Yes NCT1,210-3367-1 Single wl"Sidelite Glazed Sidetite Sidelite-Yes Maximum Panel Size: 3'0- x 8'0" Anchor Drawings-MA-FLO 173-07 X0/0X 01S j Glazed Door 610" x 810" +47/45 6.00 psf Door-Ye—s NCTL-210-3367-1 Single w/Sidelites Glazed Sidelite +551-55 8.25 psf* Sidelite-Yes ;Maximum Panel Size: 3'0" x 8'0*' w/Surface Bolt-, Anchor Drawings-MA-FL0173-07 OX0 'S b Glazed Door 9,0" X 8'0" --143/47 2.86 psf Door -Yes NNCTL-210-33-367-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes :Maximum Panel Size: 3'0­ x 8'0'* Anchor Drawings-NIA-FLLO 173-07 OX0 O/S Glazed Door X 81F—" - +47,145 6.00 psf Door -Yes 'NCTI-210-3367-1 Single w/SidelitLs Glazed Sidelites +55" 55 8.25 psf* ., Sidelites-Yes Maximum Panel Size: 3*0" x 8'0** W/Surrace Bolts Anchor Drawin-s-MA-FI-0173-07 OXX0 I/S Glazed Doors 12'6" x 8'0" �-43/47 2.86 psf Doors -Yes Double %viSidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x 8'0" . . . . .... . ...... . . .. . ..... Anchor Drawin-s-NIA-FL01' '3-07 . . . .. ......... 0XX0 i O/S Glazed Doors 12'6" x 8�0" —4 7/45 6.00 psf Doors -Yes i N01,210-3307-1 Double Nv/Sidelites Glazed Sidelites 55 55 8.25 psf* Sidelites-Yes I'vlaximum Panel Size; 3'0" x 8'0" . . . ..... . .... w/Surlace Bolts Anchor Drawings-MA-Ff.0l73-07 ,'Denotes High Dain Threshold Design National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/.HaVeA 23072 Tel-(804) 684-5124/Fax-(804) 684-5122 NAMI AUTIJORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification .No.: 1.955 Powis Road Certification Date: West Chicago, IL 60185 Expiration Date: Revision Date: NI007077-R1 Page 4 04/10/2007 12/31/2014 12/ 17/201.0 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 20.1/202/203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertificatioo.corn. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & Outswin __Opaque Size Pressure Pressure Rated Comments X VS � Opaque _ 3'0" x 8'0" 70/-70 2.86 psf Yes Nc,rt 2i0-3102-1 Single Maximum Panel Sire 3`0" x 8'0" Anchor Dmwin MA_1'L0171-07 ..gs -�--E X O/S Opaque 3'0" x 8'0" +70/-70 10.5 psf Yes NCTJ. 210-3102-1 Single Maximum Panel Size: 310" x 810- E i Anchor Drawings-MA-FL0171-07 XX I/S Opaque 610" x 8'0" +50.5/-50.5 2.86 psf Yes NCT1.,-2td)-3105-1 IMaximum Double Panel Size: 3'0" x 8'0" Anchor Drawings-MA-fiL0171-07 j XX O/S Opaque 610" x 8'0" +55/-50.5 ; 6.00 psf _ Yes NUL-210-3105-1 Double 8.25 pSt� Maximum Panel size: 3 V' x 8'0" Anchor Drawings-MA-F1.0171-0 7 XO/OX I/S Opaque Door 6'0" x 810" +50.5/-50.5 ! 2.86 psf Door -Yes NCTL 210-3105-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Nlaximum Panel Size: 3'0" x SW _ Anchor Drawin-s-MA-FLo171.07 XO/OX O/S Opaque Door 6'0" x 8'0" +55/-50.5 6.00 psf Door -Yes NCTL-2 10-3105-1 Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-Yes Maximum Panel Size: 3'0" x VY' Anchor Drawings-MA-FLO171-07 OXO I/S Opaque .Door 9'0'' x 8'0" +50.5/-50.5 1 2.86 psf Door -Yes NCTI: 2.10-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size: 3'0" x KO" Anchor Drawings-MA-FL0171-07 OXO O/S Opaque Door 9,0" x 870" +55/-50.5 6.OU psf Doan -Yes— NC-11210-3105-1 Single w/Sidelites Glazed Sidelites 8.25 psf' Sidelites-Yes Maximum Panel Size: x 8-0" � Anchor Drawings-M�1-FLO FI..O1 7 107 OXXO VS Opaque Doors 12WI x 8'0'' +50.5/-50.5 ' 2.86 psf _ ; Doors -Yes i NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites ! Sidelites-Yes Maximum Panel Size: 3'0" x 8'0" i OXXO O/S Opaque Doors 12W' 6.00 Anchor C)rawings-MA-i L.0171 (77 i ' -1 TL-210-3310Pancl x 8'0" +55/-50.5 psf Doors -Yes ,1arximt ni Size: x 8'0" � Double v.,/Sidelites ; Glazed Sidelites 8.25 psf'* � Sidelites-Yes Anchor Drawi:,gs-41A-E1.Oi71-Of 'Denotes High Dam Threshold Design National Accreditation & 1VIanagement Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5.124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: CERTIFICATION Certification No.: Date: Revision Date: Certification Program: Company: Code: N1007077-R1. Page 1 04/10/2007 12/17/2010 Structural Masonite International M-703-1 The "Notice of Product Line Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product, This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at �YwNY,NA-.NllCci-tificatioil.coin. Please review, and advise NAMI immediately if data, as shown requires corrections. Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product Line: Masonite "Hurricane Belleville Fiberglass Door" Side -Hinged Door Test Report: NCTL-210-3102-1/210-3105-I./210-3367-1/210-3389-1 Section 1: General Description of the Products and Systems under this Certification 1.1 Frame: The frame jambs consist of finger jointed pine with all comers coped, butted., and sealed using three 2" long wire staples (.04375"). 1.2 Mullion Construction: Where used, each mullion constructed of laminated lumber and attached to the header and threshold with three #10 x 3" Philips Flat I lead Wood Screws or back. to back wood jambs. 1.3 Glazing: Where used, the overall impact rated laminated glass was glazed C> into an ASA Polycarbonate frame. Consisted of 0. 124"Anneated/0.090" Solutia Saflex IIIG/0.124"An.nealed/[)ecorative Insert-0.124" Tempered Glass/ or 0. 124"Aiinealed/0.090 Solutia Saflex 111G/0. I 24"Arincaled and 0. 1 24"Tempered Glass with aluminum or butyl spacer. 1.4 Door Leaf Construction: Each door leaf was constructed from 0.075" thick reinforced fiberglass composite material. Top rail and stiles constructed from wood, with or without composite edge band. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 Certification No.: N.1007077-R1 Page 2 Section 2: Registered Suppliers 2.1 Door Lites: Specialty 2.2 Astragal: Endura Ultimate Section 3: Additional Supportive Test or Acceptance Data Provided with Certification Documentation included: 3.1 Fiberglass Door Facing -Tested for Tensile & Elongation Properties per ASTM D638, both before and after weathering for 4500 hours per ASTM G26 Xenon Are Method 1. Test Report No. AT1794556.01-106- 31. 3.2 Skin material tested to ASTM D635, ASTM D2843 and ASTM D1929 And conditioned for not less than 40 hours per ASTM D618. "Rate of Burn, Self Ignition Temperature and Smoke Density Tests" to Fiberglass Skin conducted by ETC Laboratories, Test Report ETC- 98-417-7139.0. 3.3 Impact lite frame material tested to ASTM D635, ASTM D2843, ASTM D1929 and ASTM D638 Test Report No. ATI-94556.0.1-106-3.1. 3.4 Miami -Dade Building Code Compliance Notice of Acceptance far Solutia Interlayers, NOA No.: 09-0127.13. 3.5 Surface Burning Characteristics for Foam Filled Door performed by Omega Point Laboratories to ASTM E84-98, "Standard Test Method for Surface Burning Characteristics of Building Materials -Report No. 1.5977-104313. 3.6 Anchor Calculations for: (Revised Section 04/26/05) Anchor Performance Calculation Report -Performed by Luis R. Lomas, P.E. (Florida No. 62514) 3.1 National Accreditation & Management Institute W-1.362AV-1.416. See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you have any questions regarding this certification, please contact NAMI at (804) 684-5124. National Accreditation & Management Institute, Inc. 4794 George Washington Memorial Highway, Hayes, VA 23072 Tel: (804) 684-5I24 Fax: (804) 684-5122 NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 601.85 Product: Certification No.: Certification Date: Expiration Date: Revision Date: NI007077-R1 Page 3 04/10/2007 12/31/2014 12/17/2010 Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites (w/Wood Frame unless noted) Specifications Tested To: TAS 201/202/203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Nainicertifcation.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Structural 1 Water Missile Test Report Number j Configuration or or Maximum Design Test Impact Drawing Number & 3 Outswin O a ue Size Pressure Pressure Rated Comments X US Opaque 3'0" x 6'8" +70!-70 2.86 psf Yes INCTt. 210-1102-1 Single Maximum Panel size: 3'0" x 6'8" g Anchor Drawin s-MA-FLO170-07 �X O/S Opaque _ 3'0" x 6'8" 70;'-70 10.5 psf Yes tieTF, 210-3102-1 Maximum aximum Panel Size: YV x 6'8" Anchor Drawings-MA-FLO170-07 XX US Opaque �6-0" x 628" +50.5/-50.5 2.86 psf Yes NCTt 210-310s 1 Double Maximum Panel Size: 3 0" x 6'8 Sidelite: 3'0" x 6'8" Anchor Drawing-MA-F1,0170-07 XX O/S Opaque 6'0" x 6'8" _ +551-50.5 6.00 psf j Yes NC`rL-210-3105-1 E Double $ �5 psf* p Maximum Panel Size: 310" x 6'8"!Sidelite: 3'0" x 6'8" Anchor Drawin -'CIA-FLO170-07 XO/OX VS Opaque Door 6' 0" x 68" +50.51-50.5 2.86 psf Door -Yes vCTt.: 21 a 3 t os-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel size: 3'0" x 6'8"SSidelite: 3'0" x 6'8" Anchor Drawings-MA-FLO170-07 XO/OX OIS Opaque Door t 6' 60 xx 8" +55/-50.5 6.00 psf _ Door -Yes NcTL-210-3105-1 Single 4Y/SidelitBS Glazed Sidelite 8.25 psi' Sidelite-Yes Maximum Panel Size: 3'0" x 6'8";Sidelite: 3'0" x 6'8" Anchor Drmvings-MA-FLO170.07 `.ICTt OXO IIS Opaque Door 9'0" x 6'8" +50.5/-50.5 2.86 psf Door -Yes zio-alas-t Single w/Sidelites i Glazed I Sidehte5- Maximum Panel size: 3'0" x 6 8",'sidetite: 3'a°' t 6'8" Anchor Drawings-MA-FLOt70-07 ' Sidelites Yes OXO O/S Opaque Door 9'0" x 6'8" +55f-50.5� 6.00 psf Door -Yes c`rl_ -2I0-3105-1 Single w/Sidelites Glazed 8.25 sf* P I Sidelites- Maximum Panel Size: 3'0" x CS"ISddelite: 3'0" x 6'8" 1 Anchor DrawingsAMA-FL0170-07 j Sidelites 1 1 {OXXO I/S Opaque Doors j 12'4" x 6'8" _ +50.511-50.5 ' 2.86 psf _Yes Doors -Yes tiC`I'l. ?10-3105-1� Double w/Sidelites Glazed i Sid -elites - Maximum Panel Size: 3'0" x 6'8"Isidelite: 3'0" x 6'8" Anchor Drawmes-MA-Fl.O170-07 Sidelites Yes OXXO O/S Opaque Doors 12'4'' x 6'8" +55/-50.5 6.00 psf Doors -Yes NCTt zla-alas-t Double wiSidelites Glazed 8?5 psi Sidelites- ; Maximum Panel Size: 3'0" x 6'8"rSidetitr. 3'0"x 6'8"Anchor t.?raw' ,s-htA-FLa170-07 Sidelites i Yes "Denotes High Dam Threshold Design National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/H � VA Tel: (804) 684-5124 Fax: (804) 684-5124 / NAMI AUTI=IORIZED SIGNATURE: Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Product: Double Door with sidelites 12'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw (NDS 2005, 11.3) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: ts= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F� = 4,650 psi Main member dowel bearing strength: F_ = 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 Ibs Allowable Design Value: Z'= 171 Ibs/anchor Mode IV Fastener type: 3/16" ITW Tapcon N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 Ibs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 Ibs Actual edge distance: 2.50 in Design value per interpolation: Z = 189 Ibs Allowable Design Value: Z'= 189 Ibs/anchor Minimum anchor capacity: 171 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations, minimum required anchors Double Pressure against stops with bump threshold: 36.38 36.38 Design pressure: 60.0 psf EAl Al A2Y YA2 79.25 /AII� lA'Il1 ` 72:75 1 of 4 Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Q Load (Ibs) A7 2.3 138 N/A N/A 171 1 138 OK AZ 7.7 463 6.00 21.00 171 5 93 OK A3 7.7 463 1 N/A I N/A 171 3 154 1 OK Luis R. Lomas P.E. FL No.: 62514 1 /7/2010 Luis R. Lomas A E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report* 502A Date: 12/29/09 Double. Pressure away from stops: 36.38 36.38 f I f Design pressure: 60.0 psf Al I I Al 79.25 l l Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Q ty Load (Ibs) AI 10.0 601 6.00 21.00 171 5 120 OK AZ 10.0 601 N/A N/A 171 4 150 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Design pressure: 60.0 psf Al � Al A2Y YA 79.25 72.75 Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Qty Load I (Ibs) Al 2.3 138 N/A N/A 171 1 138 OK A2 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 N/A N/A 171 3 154 OK Ay 1 10.0 1 601 1 N/A I N/A 1 171 4 150 OK Double with sidelites. Pressure against stops with bump threshold: y37.50 3638 36.38 37.50y Al AY A4 3 Y A4 Y Al _II A2 I_ Al A4 A4 Al 79.25 147.75 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 Al Al A3 A2 L 1 1 J A2 j 79.25 Al Al -4 Design pressure: 60.0 psf Zone Area Z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Qty Load (Ibs) Al 2.4 146 N/A N/A 171 1 146 OK A, 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 N/A N/A 171 3 156 OK A4 2.3 138 N/A N/A 171 1 138 OK A5 7.7 463 N/A I N/A 1 171 3 154 OK Design pressure: 60.0 psf Zone Area (ftz) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs)TQty Load (Ibs) Al 2.4 146 N/A N/A 171 1 146 OK AZ 7.9 473 6.00 21.00 171 5 95 OK A3 8.9 537 N/A N/A 171 4 134 OK A4 10.0 1 601 1 N/A I N/A 1 171 4 150 OK 147.75 Double with sidelites. Pressure against stops with saddle threshold: Design pressure: 60.0 psf 37.50 36.38 36.38 37.50 Y_ 6 Y_ Al A2 l /\ I 7 I 1 /\ Al Al 147.75 2 of 4 �Y 79.25 Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Q ty Load (Ibs) Al 2.4 146 N/A N/A 171 1 146 OK A, 7.9 473 6.00 21.00 171 5 95 OK A3 1 7.8 468 N/A N/A 171 3 1 156 OK A4 8.9 537 N/A N/A 171 4 134 OK A5 2.3 138 N/A N/A 171 1 138 OK A6 7.7 463 N/A N/A 171 3 154 OK A, 10.0 601 N/A N/A 171 4 150 OK `�`�`lL o �� J� • " ��q , 0,451 • 0 + TA7 0 F '%�'��C•S ; ;l OR Luis R. Lomas P.E. FL No.: 62514 1 /7/2010 Luis Q. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 502A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door with sidelites 0 m I w m cd m I I m co m f rn i ' I i i o 0 o ri o 'O �f N In 1 1 00 0 0o a O � 10 N N Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. \\\� \5 .R dtil�j��i . CEAt , q tP `'fir a 0,451 • ,k � f e TATE OF *Lip ZONAI- Luis R. Lomas P.E. FL No.: 62514 3 of 4 1/7/2010 1 4 of 4 Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 336-945-9695 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Anchor Locations: Double door 36.38 1 36.38 I I 6.00 TYP. 6.00 TYR 18.19 TYP. 3.00 TYP. J I I 79.25 6.00 13.45 MAX. O.C. I 1 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. ,\xIIIII//// t�s R • 0 f��r E �;' •y�C NSF •;r �� ` *• 0. 51 • �70 + TAT OF Z� w` .�... Itltill Luis R. Lomas P.E. FL No.: 62514 1 /7/2010