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Home My WebLink AboutPRODUCT APPROVALw.. Florida Building Code Online 2/18/18, 11:51 AM SCAN • ess & *. � a ppgp BCIS Home 1 Log In 1 User Registration Hot Topics i Submit Surcharge ; Stats & Facts F ra reProduct Approval USER: Public User �" . . Product Approval Menu > Product or AooiicaUon Search > 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 > Application Detail FL4334-R1 Revision 2017 ;?;i±BPiiH4f�r, kE(tu(-GEiTFi DEi�Dt•iStL`PtS�GEMt`f.CTttEPt! *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. CMasonit�oa 19 West Chicago, IL 60185 (800) 663-3667 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 https:/Ifloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFIWHUK%2tQNhs3AEMJAugnEIHBbILaCw%3d%3d 1 Page 1 of 4 J -. s �` 7_: e�: ; a4 3. �„ �" •`^ �- sa yro 4' ."� +, ,� �� '� 'd r t 4 d F.?d, 61 .,.c, Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/18/2017 Date Pending FBC Approval (D) Date Approved 1 12/21/2017 Summary of Products 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 HVHZ: Yes �Uesign Pressure: +70.0/-70.0 ns 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-FLO120-05 for additional information. 2/18/18, 11:51 AN Certification Agency Certificate FL4334_R10 C_CAC U100593O.OI.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 _II__ L0120.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports LF 4334 R10 AE_ 40 0 .pelf Created by Independent Third Party: Yes 4334.2 I Fiberglass Side -hinged Door Units - 18'-0" Opaque I/S and O/S Single Door J 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-FLO121-05 for additional information. 4334.3 Fiberglass Side -hinged Door Units - 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-FLO121-05 for additional information. 4334.4 Fiberglass Side -hinged Door Units - Impact Rated Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50.5/-50.5 Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and Certification Agency Certificate FL�4334_@1O_C CAC_NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 R10 II_FL0121.p f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE_514009A.pdf Created by Independent Third Party: Yes 8'-0" Opaque O/S Door w/ or w/o Sidelites Certification Agency Certificate FL4334 RIO C CAC NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334_RIO II_FLO121.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4334 R10 AE 514007A,odf Created by Independent Third Party: Yes 8'-0" Opaque I/S Door w/ or w/o Sidelites Certification Agency Certificate FL4334 R10 C_CAC _NI005930.02.PDF Quality Assurance Contract Expiration Date 02/28/2021 Installation Instructions FL4334 _R 10 II__FL0121, pdf Verified By: National Accreditation & Management Institute https://floridabuilding.org/pr/pr_app_dti_aspx?param=wGEVXQwtDgttSMGyvgTun,PuaFlwHGK%2fQNhs2lAEMIAugnEIHBbiLaCw%3d%3d Page 2 of 4 <a �] m HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 61-B" DOUBLE DOOR WITH / WITHOUT SIDELITES GFNFRAL 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 A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E64. 4. PLASTICS TESTING OF FIBERGLASS FACING: TFCT nCCf:RIPTinN nmruennN AFCI TI T SELF IGNITION TEMP I ASTM D1929 752 'F > 650 'F RATE OF BURNING 1 ASTM 0635 0.56 IN MIN C-1 SMOKE D[NSftYI ASTM D2843 1 53.4% TENSILE STRENGTH- I ASTM D636 1 3.2% DIFF • LUMYAKAI IYL ILNSILt SIKLNGIH APILK WEAIHLKING 4500 HOURS XENON ARC METHOD 1 TABLE OF CONTENTS SHEET jj DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 1ANCHORING LOCATIONS & DETAILS 149• MAX. OVERALL FRAME WIDTH 20.5" MAX 36.375" MAX. D.L.O. PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH 0 � xx °p Q v � O i in -S a DOUBLE DOOR UNIT Vy/SIDELITES Adle "IoNAW Ceffca5DnNa:., DdaPOA wad DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO EISIGN PRESSURE CON[ IG 1 MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING- X 37.5 +70.0 -70.0 +70.0 -70.0 +19.0 -19.0 +70.04 -70.0 JF70.0 -70.0 XX 74 +50.5 1 -50.5 +55.0 -50. +19.0 -19.0 +55.0 -50.5 OX or XO 75 +5 .5 7 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 OXO 112.5 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 .+40.04 -40.0 +55.0 -50.5 OXXO 149 +50.5 -50.5 +55.0 Z -50.5 +19.0 -19.0 +40.01 -40.0 +55.0 -50.5 niyn uurn Inreenoio uesiyn 4r Y &ry DATE: sruE: N.T.S. "a. BY, SW: KURT BALTHAZOR aIK. BY. FLORIDA P.E. DRAMINO No.: #56533 DWG-MA-FLO12C SHEET 1 OF . ,�, 6' SEE DETAIL 3' 6" 3 "r 3' 3" .I _ 3^ 3. 3" SEE DETAIL 'C' iI 3il 'a c _ w a rn J — B OB A a w ¢ B F 11 6. I Lir 6' 0 , N a 'SEE DETAIL 'D' 0 7 w W O < G . J t C 3" - 3w 3- 73. 3^ 3. 6" SEE DETAIL 6" 'r #8 x 2-1/2" #8 x 2-1/2" #10 x 2" #10, x 5/8° DETAIL "E' ASTRAGAL #8 x 2-1/2" 110 x 1" ATTACH ASTRAGAL RETAINER BOLT # STRIKE PLATE TO FRAME 10 x 5/8" ❑ #10 x i" AS SHOWN. 0.124" ANNEALED - . #]0 x 2" DETAIL "C" Awel nIONM 0.000' SAFI.EX MG- 0.124" ANNEA ED — DETAIL "D" TYP.RoriiIml CeroTmUoEINo: Mzcos9�a OebReYiewe� . 1 0.962'1 1 1.375' J T c1 � 1.7-5r" 11.047• INSWING THRESHOLD OUTSWING THRESEOL HIGNDAM O/S THRESHOLD ALULBNUM OR BUTYL SPACER 6" EE DETAIL D" 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) .0124" TEMP. EXTERIOR --- Ir- PRIOR TYPICAL GLA7ING DETAIL IMPACT RATED GLASS 18 X 1-1/2' PHS : N.T.S. BY: Sw Ef/: NG NO.: -LTA-FLO121 for SEE DETAIL "C" SHT. 2 SEE DETAIL 3. 'E" SHT. 2 3" g I 6" 6' � X s' 6" 6. 6 I.I N o c U a SEE DETAIL > "D" SHT. 2 0. El W W o � atei 6,3 I I r vi 16 I I 31 1 lI C H fl II B II Ism i W a N 0 WC � B 0 a 3... 3• SEE DETAIL 6' — 6" "F' SHT. 2 ATTACHMENT DETAIL 1. 5* 025' HARDWARE SCHEDULE 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, - MAX SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM (FLORIDA #62514) WITH THE LOWEST (LEAST) 'CL (- FASTENER RATING FROM THE DIFFERENT FASTENERS I y: BEING CONSIDERED FOR USE. JAMB, HEAD, AND +. THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE d 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" — MIN ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT —0.25" OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MAX SHIM MINIMUM EMBEDMENT OF 1-1/4". I- CL -I 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK ANCHOR INSTALLATION 1"X7/2' CORRUGATED #IOX2" WOOD SCREW (2) A10X2-X2' 3" FROM EACH END 6 FROM EACH END WOfO�D SCREWS AND 7" OC AND 12" OC EACH END ACRYLIC LATEX • CAULK ACRYLIC CAULK CL COMBINATION COMBINATION COMPOSITE MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) N.T.S. rnm. BY: SWS Cw. BY: or