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Home My WebLink AboutProduct Approval (2) Florida Building Code Online Page 1 of 4 •Sl-cJ C UJ� �coo � ♦• � B 1 ' e 0 � Ali ..e� 'X WITU BCIS Home ' Log In User Registration i Hot Topics Submit Surcharge ; Stats&Facts Publications FBC Staff BCIS Site Map ; Links Search Florida ,1 r =NO Product Approval�(_; USER:Public User `� Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL4904-117 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 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 W.l 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 OYes ONo ON/A Product Approval Method Method 1 Ar 77 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISci0°/D... 10/26/2017 Florida Building Code Online Page 2 of 4 CS c Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval Date Approved 05/04/2015 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 R7 C CAC NI006110.01.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 FL4904 R7 II FL0128.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 504A.ndf 3'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO128-05 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 R7 C CAC NI006110.02.0f 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 FL4904 R7 II FL0129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 503A.pdf 3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required.See DWG-MA-FLO129-05 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 R7 C CAC NI006110.0l.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0128.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 502A.odf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,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 R7 C CAC NI006110.02.pdf 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 FL4904 R7 II FL0129.pdF Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.pdf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,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 R7 C CAC NI006110.02.odf https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtelulwHNbbISci0%... 10/26/2017 . Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R7 II FL0129.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.Ddf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,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 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 R7 C CAC NI006110.03.Ddf 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 FL4904 R7 II FL0130.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 502A.Ddf 12'-0"x 6'-B"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO130-05 for details. 4904.7 Wood-edge Steel Side-Hinged Door 8'-0"Glazed I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.04.Ddf 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 FL4904 R7 II FL0131.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.Ddf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO131-05 for details. 4904.8 Wood-edge Steel Side-Hinged Door 8'-0"Glazed O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R7 C CAC NI006110.04.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R7 II FL0131.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R7 AE 501A.Ddf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO131-05 for details. 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Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgteluIwHNbbISci0%... 10/26/2017 I $ 149"MAX. OVERALL FRAME WIDTH O 00 21" MAX 36.375" MAX, U CD SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT c0 D.L.O.- PANEL WIDTH 37.5" MAX. ¢ p 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL ��FRAME WIDTH ZE C':�J (- GENERAL NOTES c 0 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO z o-U THE FLORIDA BUILDING CODE AND WHERE PRESSURE LlJ r REQUIREMENT AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ,� Z 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON W X 0 O OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. U 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN = -� ACCORDANCE WITH SECTION 2220 OF THE FBC. w i7 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 w AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a 5. PLASTICS TESTING OF LITE FRAME MATERIAL: 7_ TEST DESCRIPTION DESIGNATION RESULT o o H SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F n a va o o� ¢z RATE OF BURNING ASTM D635 0.77 IN/MIN SMOKE DENSITY ASTM D2843 13,47 S b W W w TENSILE STRENGTH- ASTM D638 7.50% DIFF _LL y zw • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 11 4500 HOURS XENON ARC METHOD 1 ?I g o O DOUBLE DOOR UNIT W/SIDELITES a a AddendnntoWA 3 3 3�m V)to C to Cedilkgbn W.' nl I oo Rwesed By «l o Dale Re' I, �� Cn z G, �ww� a�Uw L ® ® ® ® ® ® ® ® ® ® ® ® ® ® 3a-0U) z c�av1� z NWOO O-Z o LD I I . �Ln .gn r u u H n 01 0 " 111 oo I 1 .1 001 1 1 1 W_t SINGLE DOOR UNIT _DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES WITH S1DELlTE WITH S1DELITE wa---. WHERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE DATE: ]�11�D5 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING I OUTSWING INSWING CUTSWING �/ scnLE: N.T.S. SHEET (I DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 r+� t TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 Dwc.BY: SWS OX or XO 75 +55.0 -55.0 +55,0 -19,0 +55.0 -55.0 2 ANCHORING LOCATIONS & DETAILS OXO 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 �K'�' 3 ANCHORING LOCATIONS & DETAILS OXXO 149 +55.0 -55.0 +55.0 -55.0 +19.0 -19,0 +55.0 -55.0 KURT BALTHAZOR DRAvnxG NO, FLORIDA P.E. DWG-MA-FL0128-05 156533 SI+EEr 1 of 3 r.{ ci: Ln o °p o 6" SEE DETAIL 8" cD "E^ 3" Z J 3.._� 3.. 3.. �—3" (n w 0 I 3"—I O O o n Z CL U to x — o o 10 LU w u O ti a SEE DETAIL (lj N J Q Q a SEE DETAIL SEE DETAIL w w — W 8 n _ � O M y A M B A D a G U H F1 =o� o< 6" .r o �• a 6" 3" in is S:a'•' w z o 3' 3" T�r3 " _3„ 1 a_ NEI 000 —Yt 6-'1 4==�— 6" to to to 6" SEE DETAIL 3 3 3 3 On rn O Z Q W U J li W wi U �<¢W ASTRAGAL RETAINER BOLT HOLE a E ti Zp #10 x 2" #8 x 2-1/2" MUST BE DRILLED THROUGH ¢0o #8 x 2-1/2" THE THRESHOLD & INTO THE Qu)¢Y STRUCTURE DEEP ENOUGH #10 x 5/8" ® FOR A 1.375" THROW 03 #8 x 2-1/2" #10 x 1" 0 oco #70 x 5/8" �2 ow ❑ #10 x 3/4" DETAIL "F" ASTRAGAL ` w o #10 x 2" DETAIL "E" ASTRAGAL IG(1/8•TEMP. cuss) ° N FRAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DOW 995 W/OPTIONAL DECORATNE INSERT STRIKE PLATE TO FRAME /Z-•DEL OR BUTri SPACER o DETAIL "D'• DETAIL "C" AS SHOWN. f gs x 1-1/2'PNs TYPICAL GATE: 7/1 1/OS pddeMumtoNANI •,._ '�iyFd•[• SCALE: N.T.S. 0.962"1 CeNfiral on No.: n a-12/ ,A-:•. DING.sr; SwS •e t.375" enc-08y Date DOW 995 •P — ti•.. a1R �/h/i?�� * CNN.BY: F ROR :• ,�TERIOR GROWING NG•: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL OWC-ATA-Fl 0129-05 sN�r 2 of 3 SEE DETAIL 6^ 6" m 00 "E" SHT. 2 3" 3" 3.. O O �- 3" 6 I I 3"� �3I ¢ �� -�6„ 6" 6" i. f Q � N N W Q n � cwi a SEE DETAIL a z U } "D" SHT. 2 — — } O J (A Q LL! SEE DETAIL wG "C" SHT. 2 0 n 0 0 uj 6" 0 cq 0 —�6.. f I I I I lk� 3 3"� o�2 _x 3" 3"6' 6" 3• 3 j o zd SEE DETAIL 6" 6" O '- T" SHT. 2 ATTACHMENT DETAIL r �NNm 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, o SIGNED AND SEALED BY LUIS R. LOMAS, PE z (FLORIDA #62514) WITH THE LOWEST (LEAST) I FASTENER RATING FROM THE DIFFERENT FASTENERSaf BEING CONSIDERED FOR USE. JAMB, HEAD, AND ~U w aa� m THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE v�m N o #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL HARDWARE SCHEDULE a www F) SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR r�-^o z w LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o a= 2" X 4-3 8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 2. MULLIONS TO BE 2-1/2" / AT 5-1/2" CENTERLINE. O o w FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES °N�'No CORRUGATED FASTENERS LOCATED 3" FROM EACH END ° �N AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM o t. 1 2" O.C. 1.50" 1.25" w o v m z MIN _0.25" MIN _0.25" 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM SHIM SHIM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT DAB 7/11/05 -OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL-1 �_ _, CL —I �_ AddndumlUM✓U(I SCALE: N.T.S. MINIMUM EMBEDMENT OF 1-1/4". yl Vale1$eif No: o a-2</ DWC. Y.' SWS Rev ewed 9Y 1 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO QR �--- DRA.BY: TRANSFER LOADS TO STRUCTURE. DWG-M NO.: 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY owe-Ma-FLoiza-cs ANCHOR INSTALLATION ANCHOR INSTALLATION SHEET 3 of 3 t.,