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Home My WebLink AboutPRODUCT APPROVALS1 5-6q �6 f,,r;r ��nrntp�"a BCIS Home Log In i User Registration j Hot Topics Submit Surcharge Slats & Fads BusinesjL� go Product Approval Professional USER: Public User Product Appraval Menu> Product or Application Search> Application List Search Criteria I — Publications FBC Staff BCIS Site Map � Links Search Refine Search Code Version 2010 FL# Syf91V NtU 4334 Application Type ALL Product Manufacturer BY ALL Category ALL Subcategory St. Lucie County ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Application Tvoe Manufacturer Validated By Status j FL4334-R6 Affirmation Masonite International Category: Exterior Doors National Accreditation & Management Institute, Approved li li History Subcategory: Swinging Exterior Door (804) 684-5124 Assemblies 'Approved by DSPR. Approvals by DBPR shall be reviewed and ratified by the FOG and/or the Commission it necessary. Contact Us:: 1940 Nodh Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Floridais an AA EO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. If you do not want your .-Mail address released in response to a publicrecards request, do not send electronic mail to this entity. Instead, contact 0e office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pursuant to Section 45525(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be Made available to Me public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W] ® g't'f =r n Sl'CSIritV?i F)rHtti F �h IQ trw•mcOt','1i] BOILS Home Login User Registration j Hol Topics I Submit Surcharge , Product Prof essi , naI Y'i USER: Public Re d ation 4 _ ! state &Facts Publications . FBC Staff BCIS Site Map Links 'Search Product Approval Menu> Product or Application Search> Application List> Application Detail ,>U^' •• "• FL # FL4334-R6 Application Type Affirmation Code Version 2010 Application Status Approved f Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email 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 Q I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Q Yes ON, v N/A _Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 FL # Model, Number or Name Description 4334.1 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S and O/S Single Door Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVRZ: 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. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0120-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC N1005930.01:PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0120.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 504A.pdf Created by Independent Third Party: Yes 14334.2 Fiberglass Side -hinged Door Units - 1 8'-0" Opaque I/S and O/S Single Door I Impact Rated 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. 3'-0" x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC N1005930.02.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 11 FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 503A.pdf Created by Independent Third Party: Yes 4334.3 mpa t Rated Side -hinged Door Units - 8'-0" Opaque O/S Door w/ or w/o Sidelites Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55.0/-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 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121.05 for additional information. Certification Agency Certificate FL4334 R6 C CAC N1005930.02.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 501A.pdf Created by Independent Third Party: Yes 4334.4 Fiberglass Side -hinged Door Units - 8'-0" Opaque 1/S Door w/ or w/o Sidelites Impact Rated i Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure:+50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute were pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 8'-0" max FL4334 R6 AE 501 A.odf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FL0121-05 for additional information. 4334.5 Fiberglass Side -hinged Door Units - 6'-8" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate ' Approved for use in HVHZ: Yes FL4334 R6 C CAC N1005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0120.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 6'-8" max FL4334 R6 AE 502A.odf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FL0120-05 for additional information. a 4334.6 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S Door w/ or w/o Sidelites '.. Impact Rated - Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC N1005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date 1 Impact Resistant: Yes 04/30/2015 Design Pressure:+50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0120.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 6'-8" max FL4334 R6 AE 502A.odt nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FL0120-05 for additional information. 4334.7 Fiberglass Side -hinged Door Units - 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure:+50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 11 FL0123.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports 1 not exceed the design pressures listed. 12'-0" x 8'-0" max FL4334 R6 AE 501 A.odf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FL0123-05 for additional information. 4334.8 Fiberglass Side -hinged Door Units - 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC N1005930.03.PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 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 V-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0122-05 for additional information. Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0122.od1 Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.odf Created by Independent Third Party: Yes Back Nezt Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850�487-1824 The State of Floods is an A EO employer. Copyright 2007-2013 Slate of Florida.:: Privacy Statement:: Accessibility Selection [:: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275(1 k Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 155, F.S. must provide the Department with an email address it they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® EE ]cmritvm,TIIICj Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 504A 336-945-9695 Dale: 12/29/09 Product: Single Door 3'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-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA=FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3116" ITW Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw (NOS 2005, 11.3) Side member: Douglas Fir -Larch Main member: Spruce -Pine -fir Side member thickness: t,= 1.000 in Main member thickness: tr= 1.600 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: F,, = 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 Topcon N.O.A. 07-1126.10 Substrate: Hallow 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 Pressure against stops with bump threshold: 36.38 Y79.25 A2 I A2 Single. Pressure away from stops: 36.38 f Al At 79.25 1 of 2 Design pressure: 85.0 psf M"' Anchor Area Load Ind. Cap. QTy Lead Zone z (ft) Ibs ( ) m () O.C. Result (in) (Ibs) (Ibs) At 2.3 195 N/A N/A 171 2 98 OK Az 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area z Load Ind. Max' O.C. Anchor Result Cap. Load (ft) (Ibs) (in) (in) (Ibs) Q� (Ibs) At 10.0 1 851 6.00 1 18.00 171 1 5 1 170 OK \\\\j1III(///// "``\ �S R - L v\ SF ,cP (�(.lr, ter, : lrZ �• TATE OFF • �/ I Luis R. Lomas P.E. �piC•o ORI�P•��FL No.: 62514 �� /�S • • . • • G �� 1/7/2010 ��/is1ONAt,1�\\\�`\ Luis k Lomas P. E. 1432 Woodford Rd.. Lewisville, NC 27023 Manufacturer: Masonite Report #: 504A 336-945-9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold:. 36.38 Design pressure: 85.0 psf N79.25 Anchor Locations: 36.38 18.19 6.00 TYR 6.00 TYP. 79.25 Area Load Ind. Max. I Anchor Cap. Qh Load Zone i (ft) (Ibs) (in) O.C. Result (In) (Ibs) (Ibs) A, 2.3 195 N/A N/A 171 2 98 OK Az 8.9 753 6.00 18.00 171 5 151 OK Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2 of \0 1111/// c`l' R L 0 o � 5 TAT O F .- •FZORM. ONAL�EaG`�\ Luis R. Lomas P.E. FL No.: 62514 1/7/2010 SEE DETAIL "C" SHT. 2 ATTACHMENT DETAI 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA N62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING 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. 7. THE WOOD SCRFW SINGt.F SHFAR DFSIGN VAIUES COME FROM ANSI/AF&PA NON FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM. DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. Hill o U a SEE DETAIL j"D" SHT. 2 a IG m Fn I IIII �I. 6 6 II I I I `o — _ _ 0 W Q N — — 7 w w 6 I II C H II 1 11 9 II _ I ? a e I 3" I [— t 6 3-6 f 6. � jI 3- ! I 3.1 HARDWARE SCHEDULE KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND n1. SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. MAX SHIM TYPICAL WOOD BUCK ANCHOR INSTALLATION Ih W" x �_ MAX SHIM CL I TYPICAL MASONRY ANCHOR INSTALLATION A1d&rdL nloNWl cma& W--- Vf 59so AalasoBK DnBA�. Ln 00 0 0 C) J O co ¢3� O Z � �LOU Uc rn ujuj I SEUE: N.T.S. I BY: c, J L 6' —{ L — 3" SEEE DE(AIL f J. JI�_ 3 6 3 1 r c 3�A IIT'� SEE DETAIL .D. I II I 3� II I — 0 U vai A o- — a w a —o o a� 6" 6' � 3" I I I I —3" 't 3` �f'./ d 3• .11 A I— 3" 1 SEDETAIL �i i 3�I If-jll--1/ p 6" 6' E #8 x 2-1/2" #8 x 2-1/2" 0 DETAIL "D" f/10 x 2" #10 x 515, /j10 x 3/4 #10 x 5/8" 1f 10 x 3/4" #To x 2'" DETAIL "C" T1'P. 48 x 2-1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. 1 0.962"1 1.375" WSJ A c—�`—' IJS" I1.04]" 1 I INSWING THRESHOLD OUTSWING THRESHOLD HIGH JAM 0/5 THRESHCLD 0,174' ANNEALED 0.090' $= IIIC 0.124" ANNFAlFO ALUMINUM OR BLVL SPACER Hill III 6" SEE DETAIL c" 6" ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW, DETAIL "F" ASTRAGAL CECORAnV INSERT (OPMONAL) .0124' i P. /6 % I-1/2" PHS OOW 832r v OR EWAI •�:�AP�^ Ex*rai�a " WER10R TYPICAL GLAZING DETAIL IMPACT RATF ) GI ASS Adkia IBNAMI cotfc9mlaa: NS 5930 FEYieaeOB/Dan ��) 0/lff jov?64e- HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 6'-8" DOUBLE DOOR WITH/ SIDELITES GENERAL NOT-< 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO ME FLORIDA BUIUDINO CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BT ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AMID OMER STRUCTURES. DOES NOT EXCEED ME DESIGN PRESSURES USTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUUERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E64. 4. PLASTICS TESTING OF FIBERGLASS FACING: TFST OFGCRIPTION IIFGIGN6TVIN RF<IIIT SELF IGNITION TEMP ASTM D1929 752 'F > 650 F RAIE OF BURNING_ ASTM D535 0.56 IN/MIN (0-I) I SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH- ASTM D53B i 3.27 DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 149' MAX. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. - D.L.O. - PANEL WIDTH - _ 37.5' MAX. W/ASTR�LIAG�AL�1� I I FRAME WIUIH �.f Ll o y I J W cO ICI It �i II•I ICI I� ICI ICI .. 1' �1' 11 III I III 1� I� II SINGLE DOOR UN17 DOUBLE DOOR UNIT TABLE OF CONTENTS ` SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 ANCHURING IOCAIIUNS & UEIAILS DOUBLE DOOR UNIT W/SIDELITES SINGLE DOOR UNIi SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES WITH SIOEU7E WITH SIOFUTE PLdudon(ORM witalmoNo.: 7vS 5930 DateAereRMNV6f DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING WHERE WATER I REQUIRED TO INFILTRATION PERFORMANCE IS BE 159 OF DESIGN PRESSURE MAX WIDTH INSWING OUTSWINC IN OUTSWING OUTSWING' 375 +70.0 -70.0 +70,0 0 +19.0 -19.0 +70.0 74 +5U.5 -50.5 +SS.0 -50.5 +19.0 -19.0 +40.0 -40.0 +5D.0 -50.5 IV 75 +50.5 -50.5 +SS.0 -50.5 -19.0 -19.0 +40.0 -40.0 +55.0 -50.5 1,49 +50.5 -50.5 +SS.0 -50.5 -19.0 -19.0 +4MO -40.0 +55.0 -50.5 149' +50.5 -50.5 1+55.0 -50.5 1 +19.0 -19.0 1 +40.0 -40.0 1 +55.0 -50.5 In CL: ro O O O � J �O z IL Hw- � U n O 0) (A7 4-1 &,IV- owc. m: SWS KURT RALMAZOR TxR. FLORIDA P.E. muwwc N0' A56533 ON'G-M1a-F.Ot20 sx2r 1 w 3 Pit Fi ':('' y?o%6R1rentq/ BCIS Home Login I User Registration I Hot Topics i Submit Surcharge State &Facts Publications I FBC Staff BCIS Site Map' Links Search Business's Professi # rial +IviBN USER PubIA Use, ' Real_ elation SCANNED Product Approval Menu> Product or Application Search > Application List> Application Detall St Lucie CountY FL # FL4334-R6 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email 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 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity O Yes ON, O N/A Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 FL# I Model, Number or Name I Description 4334.1 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S and O/S Single Door Impact Rated I - , 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. 3'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0120-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC N1005930.01.PDF Quality Assurance Contract Expiration Date 04/3012015 Installation Instructions - FL4334 R6 II FL0120.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 504A.odf Created by Independent Third Party: Yes 4334.2 Impactlass Rated Side -hinged Door Units - 8'-0" Opaque I/S and O/S Single Door 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. 3'-0"x 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC N1005930.02.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 503A.pdf Created by Independent Third Party: Yes 4334.3 I Fiberglass Side -hinged Door Units - 8'-0" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure:+55.0/-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 8'-0" max nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0121-05 for additional information. Certification Agency Certificate FL4334 R6 C CAC N1005930.02.PDF Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 It FL0121.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 501A.pdf Created by Independent Third Party: Yes 4334.4 Fiberglass Side -hinged Door Units - 8'-0" Opaque I/S Door w/ or w/o Sidelites ~I Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 O CAC N1005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.1)df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 8'-0" max FL4334 R6 AE 501A.pdf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FL0121-05 for additional information. 7 4334.5 Fberglass Side -hinged Door Units - .a 6'-8" Opaque O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC N1005930.01.PDF Approved for use outside HVHZ: Yes - Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 - Design Pressure:+55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0120.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 6'-8" max FL4334 R6 AE 502A.pdf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FL0120-05 for additional information. 4334.6 Fiberglass Side -hinged Door Units - 6'-8" Opaque I/S Door w/ or w/o Sidelites 1 Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ' Impact Resistant: Yes 04/30/2015 Design Pressure:+50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0120.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system is NOT required. See FL4334 R6 AE 502A.pdf Created by Independent Third Party: Yes anchor detail DWG-MA-F L01 20-05 for additional information. 4334.7 1 Fiberglass Side -hinged Door Units - Impact Rated 8'-0" Glazed I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC N1005930.04.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2015 Design Pressure: +50.01-50.0, Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0123.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: i Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 8'-0" max FL4334 R6 AE 501 A.odf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FL0123.05 for additional information. 4334.8 Fiberglass Side -hinged Door Units - 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R6 C CAC N1005930.03.PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60.0/-60.0 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 nominal size. Hurricane protective system is NOT required. See anchor detail DWG-MA-FL0122-05 for additional information. Quality Assurance Contract Expiration Date 04/30/2015 Installation Instructions FL4334 R6 II FL0122.1)df Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R6 AE 502A.odf Created by Independent Third Party: Yes Back Nezt Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an Aii employer. Copyright 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement ::Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the offs by phone or by traditional mail. If you have any questions, please contact 850.487.1396.'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The smarts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal atltlress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: .Y ® Ft n se"ritvNiE nrous Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonile Lewisville, NC 27023 Report #: 504A 336-945-9695 Dale: 12/29/09 Product: Single Door 3'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-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FL0126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FL0151-06 DWG-MA-FLO162-07 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 woad screw (ND5 2005, 11.3) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: is= 1.000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: Fa = 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 Cspacing 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 Pressure against stops with bump threshold: 36.38 Al 79.25 Single. Pressure away from stops: 36.38 r f Al Al 79.25 1 of 2 Design pressure: 85.0 psi Mom' Anchor Area Load Ind. Cap. Qty Load Zone z (ft) (Ibs) (in) O.C. Result (in) (Ibs) (Ibs) Ar 2.3 195 N/A N/A 171 2 98 OK Az 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area i (ff) Load (Ibs) Ind. (in) Max. O.L. Anchor Result Cap. Qty Load (In) (Ibs) (Ibs) AI 10.0 851 1 6.00 1 18.00 171 1 5 1 170 OK R C o��i�i 0 951 ;:-A , `TAT OF Luis R. Lomas P.E. �pcIDQ; • C�� FL No.: 62514 �OR % s;ONA i Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 504A 336-945-9695 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf �1 I 79.25 Anchor Locations: 79.25 Area Load Ind. Max. Anchor Lap. Qy Load Zone i (ft) (Ibs) (in) O.C. Result (in) (Ibs) (Ibs) A, 2.93 195 N./ 2 OK 0I8.00 171Az 1 5 151 OK 36.38 18.79 I 6.00 TYP. 6.00 TYR Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2 of ��111f111//tf� 0`ZIJJ��i .�\0 E 4.TATE OF �'�F•:c1ORVD Luis R. Lomas P.E. FL No.: 62514 1/7/2010 SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING 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 SCRFW SINGLE SHFAR DESIGN VAIUFS 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 BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE, 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LES. U vaQi SEE DET } D SHT. J J Q J 0 b.. 6- HARDWARE SCHEDULE I1.LAT WIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND RIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. NAX HIIA TYPICAL WOOD BUCK .ANCHOR INSTALLATION 1,25" MIN — 0.25" SHI CL— TYPICAL MASONRY ANCHOR INSTALLATION Ln �. 00 o C, J O � — ¢ �O wp< za2 Ln U Z Lo M � Ld Ld AdCeWMIoNNI scxc N.T.S. CMilkaliAp�m-, Avi, q3O owc. er, SINS fleLleweduL. CXK. DNaA oanwrvc NO cv SEE DETAIL SEE DETAIL S. � —{ I 6" 3" - I e O a w — w B K B E a I � --6 6" - o- a)o — 5• — L 6 3. _I �_ 6'3LL 3 SEE DETAIL 3 3 6" r" f8 x 2-112" #8 x 2-112" DETAIL "D" #10 x 2" #10 x 5/8 TO x 3/4 #10"x 5/8" 0 x 3/4" 10 x 2 DETAIL "C" TYP. M U w � n SEE DETAIL a �(911 2 8 x 2-1/2 DETAIL "E"" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN, 0.962"I 1.375' Imo`— J A 1.75' 11.047" I INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD 0.124• ANNEALED 0.090" $ EN HIM 0,124' ANNEALED PEUMINUM OR ftT SPACER n, 'SEE DETAIL H � S G� 0 6" of ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "'F" ASTRAGAL OECORAOK INSERT (OPTONAI 0124" TEMP. $ IN RI TYPICAL GLAZING DETAIL IMPACT RATFD GIASS (I6 % 1-1/2 PHS AedeMum IDNAMI CmiliralimNo.: Nr 5930 DA ReOBy Rate R�: 3, OF �i'{UAR/CANE8ELLEVILLE FIBERGLASS DOOR UNIT ' 6'-8`DOU9LE DOOR WITH% WITHOUT SIDELITES GENERAL N07-< ^ 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 A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS PACING: TFST DFSCRIPTION TIFSIGNGT(1N R11I TIT SELF IGNITION TEMP ASTM 01929 752 'F > 650 'F RATE OF BURNING ST AM DU5 0.56 IN MIN C-1) SMOKE DENSITY ASTM D2643 53.4% TENSILE STRENI ASTM D638 1 3:2% DIFF Wort rvumerclNU 4500 HOURS XENON ARC METHOD 1 I�® E00 0® �00 00 SINGLE: DOOR UNIT DOUBLE DOOR UNI TABLE OF CONTENTS SHEET #1 DESCRIPTION 1 ttPICAL ELEVATIONS & GENERAL NOTES 2 JANCHOR LOCATIONS & DETAILS J ANCHORING IOCAIIONS & UEfAILS 149" MAX. OVERALL FRAME IVIDTH 20.5" MAX 36.375" MAX, - D.L.O. _ PANEL WIDTH _ 37.5" MAX. VV/ASTRAGAL I FRAME WIUIH Ll ygi � G � x b g DOUBLE DOOR UNIT W/SIDELITES AtltlerdummNAMi GM&ADaWRXIND. XV 5930 flx"IdB/• oil 101 1111111111 IN lei 111 Ell 11 SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES WITH SIDED WITH SIDELITE DOUBLE DOOR UNIT W/SIDELITES i, w c DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIC MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING• X 3Z5 +70.0 -70.0 +70.0 -10.0 +19.0 -19.0 +70.0 -70.0 +70.0 -70.D XX 74 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 ON or XO 1- 5 +50.5 -50.5 +55.0 -505 -19.0 -19.0 +40.0 -40.0 +55,0 -50:5 LAU 112.6 +50.5 Z -50.5 1 +55.0 -50.5 i,19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OXXO 149 +50.5 -50.5 1+55.0 -50.5 1,19.0 -19.0 +40.0 -40.0 +55.0 -50.5 F2/1KURT BALTHAZOR FLORIDA P.E. High Dam Threshold Design #56533 DWG-MA-FL0 SHEET 1 OF r f-Room L-7- q FJ 1, _ r R A. � Florida -Iepanr!12nna BCIS Home Log In User Registration Hat Topics Submit Surcharge '.. Slats &Facts Publications , FBC Stall BCIS Site^Map Links Search BusinesMZI a Professibnal USER: PublProductic UerOVBI �0(r t� / Regulation � U IRS— ffls)910� P.duct Approval Menu> Product or Aoplkation Search > Applicahon List> Application Detail FL # Application Type Code Version Application Status Comments Archived 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 FL4orial Editorial Change 2010 Approved )I \ 1 *Approved by DBPR. Approvals by DBPR shall be reviewe n ra)tifietl by the POC and/or the Commission if necessary. ❑ SCANNED BY Masonite International St. Lucie County/ 1955 Powis Road West Chicago, IL 60185 (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 TAB 202 TAS 203 Year 1994 1994 1994 Product Approval Method Method 1 Option A Date Submitted 12/08/2014 Date Validated 12/09/2014 Date Pending FBC Approval Date Approved 12/10/2014 Summary of Products FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R6 C CAC N1006110.01 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure:+76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R6 II FL0128.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 3'-0" x 6'-8" max FL4904 R6 AE 504A.odf nominal size. When large missile impact resistance Is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG-MA- FL0128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R6 C CAC N1006110.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure:+70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904. R6 II FL0129.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. T-0" x 8'-0" max FL4904 RB AE 503A.odf nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See DWG-MA- FL0129-05 for details. 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 Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R6 C CAC N1006110.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure:+55.01-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R6 II FL012B.ndf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 6'-8" max FL4904 R6 AE 502A.odf nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door W/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4904 R6 C CAC NI006110.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure:+45.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R6 II FL0129.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 8'-0" max FL4904 R6 AE 501 A.odf nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R6 C CAC N1006110.02.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 1 PJ31 /2020 Design Pressure:+50.0/-45.0. Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R6 II FL0129.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 8'-0" max FL4904 R6 AE 501A.odf nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. 4904.6 Wood -edge Steel Side -Hinged Door 6'-8" Glazed VS and O/S Door w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R6 C CAC N1006110.03.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure:+50.5/-50.5 Installation Instructions' Other: Evaluated for use in locations adhering to the Florida FL4904 R6 II FL013O.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 6'-8" max FL4904 R6 AE 502A.cdf nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is required. See DWG-MA- FL0130-05 for details. 4904.7 1 Wood -edge Steel Side -Hinged Door 8'-0" Glazed I/S Door w/ or w/o Sidelites I Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R6 C CAC N1006110.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure:+40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R6 II FL0131.0df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 8'-0" max FL4904 R6 AE 501A.odf nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is required. See DWG-MA- FL0131-05 for details. 4904.8 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R6 C CAC N1006110.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12131/2020 Design Pressure:+45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R6 II FL0131.Ddf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, does Evaluation Reports not exceed the design pressures listed. 12'-0" x 8'-0" max FL4904 R6 AE 501 A.pdf nominal size. When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is required. See DWG-MA- FL0131-05 for details. Beck Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA EO employer. Copyright 2007-2013 State of Flonda.:: Privacy Statement:: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. It you do rot want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.2711, Florida Shuttles, effective October 1, 2012, licensees licensed under Chapter 455. F.S. must provide the Department with an email address if they have one. The courts provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal atltlress, please provide the Department with an email add.. which can be made available to the public. To determine if you are a licensee under Chapter 4,55, F.S., please click here . Product Approval Accept 'i FagzCkcY ®a «curitvmLi rocs O'AaJr?.nrle' SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINE) BY ASCE 7, MINIMUM DFSIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON OPAQUE PANELS. BUT IS REQUIRED ON GLAZED SIDELITES. 3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FUME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E64. S. PLASTICS TESTING OF LITE FRAME MATERIAL: SFLF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASiM 0635 O.]7 IN/MIN SMOKE DENSITY I ASIM D2543 I U4r TENSILE STRENGTH' I ASTM D636 I].--OX DIFF WUM w AWL IW]ILL GIKLRGIH /PILK W[ IYLHING 4500 HOURS XENON MC METHOD 1 ®® 1 'I II'Ell !1! TABLE OF CONTENTS SHEET 1 DESCRIPTION 1 ttPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS } JANCHORING LOCATIONS & DETAILS 149' MAX. OVERALL FRAME )MOTH 21" MAX 36.375" MAX. -D.L.O.- PANEL WIDTH- _ 37.5" MAX. WIASTRAOAI I I FRAME WIDTH ® i � n n cd 2, 9 Ll I 14 D 0 Lo DOUDLE DOOR UNIT W/SIDELITCS SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SAD ITFS WITH SIDE, I WITH SIDEI ITF ALdardatoNAN CMdXaliYlNu-emu. Flotad By Date Revieweyy_/,> t ml Iasi - 11III OOUBLC DOOR LINIT V7/SIDF ITFS DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REOUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INEW NO OUTSWING INSWING OViSWINC X 37.5 +76.0 -]6.0 +]6.0 -76.0 +'9.0 -19.0 +55.0 -55.0 XX . 74 +55.0 -55.0 +55.0 -55.0 +9.0 -19.0 +55.0 -55.0 OX or XO 75 112.5' +55.0 +SS.0 -55.0 -5i0 +55.0 -55.0 +19.0 -19.0 +55.0 +55.0 -55.0 OXO +55.0 -55.0 _ -19.0 -19.0 OXXO 149" +SJG -55.0 +55.0 -55.0 +19.0 -19A +SS.0 -55.0 KURT BALTHAZOR FLORIDA P.E. J56533 Ln o- U O CO to 0 J mvc. er: SWS CIIK. HI. Or SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE (FLORIDA #6251L) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING 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. TAPCON EDGE DISTANCE MIN 2-1/2". 2. 'MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. 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". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PRODERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VAIIIF STRENGTH OF ANCHORS 171 LBS. 3" -I 1- I h N W V P a SEE DETAIL "D' SHT. 2 i' im 3' 63� 136 —I Li.. HARDWARE SCHEDULE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. I2. 4" X 4" FULL MORTISE BUTT HINGES x > MIN 0.25" — MAX SHIM CL Jj TYPICAL WOOD BUCK ANCHOR INSTALLATION 1.25 _ MAX SHIM CL— — N TYPICAL MASONRY ANCHOR INSTALLATION Addew nm NAldl srx[: N.7.5. ceakagmk:OwC BY: SWS AtviexelBy.�� /i cxu. m: ouw�nxs rn�: a oil SEE DETAIL "C. 6"3 SEE DETAIL 3" I I I I I 6" 6 Z°J A 6" _ I it 6' II 3I LI I 3, E SEE DET. F" 6 l a SEE D. 0 rc EE DETAIL C" 6' ASTRAGAL RETAINER BOLT HOLE #8 x 2-1/2 f/10 x 2 #8 x 2-1/2" MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE #10 x 5/8" STRUCTURE DEEP ENOUGH f/8 z 2-1/2" ', ,%10 z I"� FORA 1.375" THROW #10 x 5/8" J/10 x 3/4" DETAIL "F' ASTRAGAL #10 x 2" DCTAIL "E" ASTRAGAL FRAME DOOR Ic (1/e' rein. CORA / ATTACH ASTRAGAL RETAINER BOLT ornv bss� w/ oPSXEL 6E SUM S MSERT RLUM, STEEL OR bUIYL SPMER DETAIL "D' STRIKE PLATE N FRAME 1/2. BITE DETAIL "C" AS SHOWN. TYPICAL d6 % 1-1/2" Me Adden@enNNAMI 0,962"I Cedtll gBf. .: Nrno 1. 11a �/ 1.3T5'i I r"®�1 fleNeReeBK Dow INSWING THRESHOLD OUTSWING THRESHOLD R% RIOR -v , Mr 1 TYPICAL GLAZING DETAIL Imo: N.T.S. er. a Luis R. Lomas P. E- 1432 Woodford Rd. Lewisville, NC 27023 Manufacturer: Masonite Report #: 504A 336-945-9695 Dale: 12/29/09 Product: Single Door 3'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-FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA-FLO170-07 DWG-MA-FLO124-05 DWG-NIA-FLO134-05 DWG-MA-FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 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 Side member: Douglas Fir -Larch Side member thickness: ts= 1.000 in Side member dowel bearing strength: F� = 4,650 psi Minimum required penetration: 1.330 in Duration Factor: Co = 1.6 (Nos 2005, 11.3) Main member: Spruce -Pine -Fir Main member thickness: tm= 1.500 in Main member dowel bearing strength: F•,,, = 3,350 psi Screw bending yield strength: Frb = 80,000 psi 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 fatter: 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 Pressure against stops with bump threshold: 36.38 79.25 A2 I A2 , A Single. Pressure away from stops: 36.38 � f Al Al 79.25 1 of 2 Design pressure: 85.0 psf Max. Anch or Area Load Ind. Cap. Q� Load Zone a (ft) (Ibs)(in) O.C. Result (in) (Ibs) (Ibs) A, 2.3 195 N/A N/A 171 2 96 OK At 7.7 656 6.00 18.00 171 5 131 OK Design pressure: 85.0 psf Zone Area a (ft) Load (Ibs) Ind. (i^) Max' O.L. Anchor Result Cap. Qty Load (in) (Ibs) (Ibs) A, 10.0 851 6.00 18.00 171 1 5 170 OK lR IL O�///E IV / *• 0'V51 ••*=_ '-A T(AATTrE OF i p . <G� Luis R. Lomas P.E. �j��. �(Q 10Q� ,'.Zi�� FL No.: 62514 R G` �� 117/2010 //it/,71'O N AL1E?��`� Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonile Lewisville, NC 27023 Report #: 504A 336-945-9695 Dale: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf �1 I � 79.25 Anchor Locations: 79.25 36.38 t8.19 6.00 TYP. 6.00 TYP. 6.00 7- 13.45 MAX. O.C. I 1 6.00 Max. Anchor Area Load Ind. Lap. QTy Load Zone z (ft) (Ibs) (in) O.L. Result (in) (Ibs) - (Ibs) A7 2.3 195 N/A N/A 171 2 98 OK Az 8.9 753 6.00 18.00 171 5 151 OK Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2of2 .• E N s 9(P �yo , TATE OF ,•� ORMP. G-"� Luis R. Lomas P.E. FL No.: 62514 1/7/2010