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HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door Assemblies"!"-Florida, Building Code Online Pagel of 3 s 7 f BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search `I Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail 'FL # Xpplication Type Code Version Application Status Comments ArcAived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Y Category Subcategory Compliance Method Certification Agency Referenced Standard and Year (of Standard)' Equivalence of Product Staridards Certified By Sections from the Code FL4940 New 2004 Approved M a so n it11 In terllatiunai One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@masonite.com Steve Schreiber sschreiber@masonite.com 00 N Ch N �'V 2 �'D i zM�M� 0-4 Cn _� W No >'� 0 ►� � N C" tn E-xt r S Inging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Standard Year ASTM E1300 2002 ASTM E1300 1998 TAS 201 1994 TAS 202 1994 TAS 203 1994 Section 2612 HVHZ PI http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjBf... 8/29/2007 • Florida Building Code Online .k Page 2 of 3 Product Approval Method _ Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 07/29/2005 09/27/2005 08/14/2005 10/06/2005 S mary of FIL IlModei, Number or Name IlDescriDtion 4940.1 Metal edge Steel Side- r-111,Opaque I/S and O/S Single Door Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 4940 I Install 68 ME Glazed.pdf Impact Resistant: PTID 4940 I Install 68 ME Opaque.pdf PTID 4940 I Install 80 ME Glazed.pdf Design Pressure: +/- Other: Evaluated for use in locations adhering PTID 4940 I Install 80 ME O a ue. df Verified By: 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. Max DP = +/- 76.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO132-05 for additional information. 6'-8" Opaque I/S and O/S Door w/ or w/o �ISidelites 4940.2 Meta -e ge Steel Side- Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- 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. Max DP = +/- 55.0. When large missile impact resistance is required, hurrican6 protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO132-05 for additional information. 4940.3 -edge Steel Side- 8'-0" Opaque I/S and O/S Door w/ or w/o ::]Metal Hinged Door Units Sidelites Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- 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. Max DP = +/- 48.3. When large missile impact resistance is required, hurricane protective system is NOT required on http://Www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjBf... 8/29/2007 • Florida Building Code Online Page 3 of 3 opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FL(133-05 for additional information. 4940.4 Metal -edge Steel Side- -8" Glazed I/S and O/S Door w/ or w/o Vdelites Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- 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. Max DP = +/- 50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO134-05 for additional information. 4940.5 Metal -edge Steel Side- 8'-0" Glazed I/S and O/S Door Hinged Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- 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. 6'- 0" x 8'-0" max nominal size. Max DP = +43.0 / - 45.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO135-05 for additional information. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 © 2000-2005 The State of Florida. All rights reserved. copyright and Disclaimer Product Approval Accepts: ®® gChuk evedslonn DO`b Speared O Y tlER.FY� Mtn''' APPRUY: ` http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjBf... 8/29/2007 3"6"3� �"6" � � C�3l N ci w v v a SEE DETAIL in "D" SHT. 2 Q CJ W W 0 .t rG -- _OADING CONDITIONS PREPARED, HAROLD E. RUPP, PE THE LOWEST (LEAST) THE DIFFERENT FASTENERS USE. JAMB, HEAD, AND 4NALYZED FOR THIS UNIT INCLUDE 3/16" TAPCONS. A PHYSICAL 50" IN SHIM SPACE AT EACH ANCHOR MIN T 0.M25„ SHIM E SHEAR DESIGN VALUES COME FROM CL DUTHERN PINE LUMBER AND ACHEIVEMENT: BEDMENT. THE TAPCON MUST ACHIEVE TYPICAL 3 MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION ZUCTURE. STRENGTH OF ANCHORS 171 LBS. N Ld 1 I I I 6" 6" T I l I -T. w J G H 9 W W B 0: 0 I II 1 k, I II I 1-1 1 -" T -� L 3" t IARDWARE SCHEDULE KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 4" X 4" FULL MORTISE BUTT HINGES 7125105 N.T.S. BY. SINS BY: NG NO.; -MA-FL0734- 3 OF 3 i r SEE DETAIL "C SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR I SIGNED AND SEALED BY (FLORIDA #15935) WITH FASTENER RATING FROM BEING CONSIDERED FOR THRESHOLD FASTENERS #10 WOOD SCREWS OR SHIM MUST BE PLACED LOCATION. 2. THE WOOD SCREW SINGL ANSI/AF&PA NDA FOR SI OF 1-1 /2" MINIMUM EM MINIMUM EMBEDMENT OF 3. WOOD BUCKS BY OTHER! TRANSFER LOADS TO STF 4. MINIMUM DESIGN VALUE , r ' a 6" 3" SEE DETAIL 3„ 3 . 3" 6" 3" 3rio I l lk 16" 6' s" 6" I I I 3„ so w W Q J A — 7 w B o B W a: M - m II r6 6"Mop 3.. 3 3" 3" 3" 3„ "F" W a SEE v� "D" J 7 Ld w w G! 0 to co �n ui 6" ;EE DETAIL C" 6" CL c O N Zcr N O � cc L zLj �Lj boo 2 � V ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH 3 x 2-1/2" #10 x 2" #8 x 2-1/2" THE THRESHOLD & INTO THE u STRUCTURE DEEP ENOUGH G #70 x 314 FOR A 1.375" THROW 8 x 2-112" #9 x 314" #10 x 314*#9 DETAIL "F" ASTRAGAL w x 314"#10 x 2DETAIL "E" ASTRAGAL DOW 995 DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT OR EQOU STRIKE PLATE TO FRAME \� 86 x 1-1/2" PNS o AS SHOWN. �/ z AddenJlnitolG66 ,;� �`•; a+rE: 7/25/OS 0.962" 's" SCAM N.T.S. 1 Celtfic NOa /' DWG. BY: ws T T o�erle --- 5., IIBMI@ aw DOR EQUAL �,.�,,, : CNK. BY. S E�EBIQB INTERIOR DRAWING NO. - INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL DWG-MA-FLO134-03 sNEE1 2 OF 3 3" I SEE DETAIL "C" _ 3" 137. r 0 149" MAX OVERALL FRAME WIDTH L-EDGE STEEL DOOR UNIT" 21" MAX 36.375" MAX. DOR WITH / WITHOUT SIDELITES D.L.O. PANEL WIDTH W/ASTRAGAL FRAME WIDTH It IN LOCATIONS ADHERING TO G CODE AND WHERE PRESSURE ?ERMINED BY ASCE 7, MINIMUM 3UILDINGS AND OTHER STRUCTURES. HE DESIGN PRESSURES LISTED JE SYSTEM (SHUTTERS) IS REQUIRED FLAME SPREAD INDEX OF 50 ED INDEX OF 60 PER ASTM E84 LITE FRAME MATERIAL: DESIGNATION RESULT ASTM D1929 680 'F > 650 'F ASTM D635 1.10 IN MIN ASTM D2843 69.6% ASTM D638 -7.48% DIFF ILE STRENGTH AFTER WEATHERING IN ARC METHOD 1 E DOOR LWIr S . NOTES LS LS m x O d a II if 11 11 II DOUBLE INSWING UNIT W/SIDELITE$ SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES WITH SIDELITE WITH SIDELITE DOUBLE DOOR UNIT W/SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFI MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5' +50.5 -50.5 5 +19.0 9.0 0.5 XX 74 +50.5 -50.5 +50.5 5 9 .0 0.5 OX or XO 75 +50.5 -50.5 �-5 -0 0.5 E+50T.5-50.5 OXO 112.5 +50.5 -50.5 5 +19.0 -19.0 0.5 149 .+50.5 +50.5 -505 0OXXO .5 +19.0 -19.0 c O U00c) �Q�N O W ci L 00 z J C � U 7/25/OS N.T.S. B: SWS BY: NG NO. - A, r or SIDE -HANGED META 6'-8" GLAZED DOUBLE DI GENERAL NOTES I. EVALUATED FOR USE. THE FLORIDA BUILDIN REQUIREMENTS AS DE DESIGN LOADS FOR E DOES NOT EXCEED TI 2. HURRICANE PROTECTP 3 POLYURETHANE CORE AND SMOKE DEVELOP 4. PLASTICS TESTING OF TEST DESCRIPTION SELF IGNITION TEMP RATE OF BURNING SMOKE DENSITY TENSILE STRENGTH* • COMPARATIVE TENS 4500 HOURS XE NIC e • SINGLE DOOR UNIT DOUBL TABLE OF CONTENT. SHEET DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAI 2 ANCHORING LOCATIONS & DETAG 3 ANCHORING LOCATIONS & DETAII W U a SEE DEL cn "D" SHT. 0 w io OADING CONDITIONS PREPARED, HAROLD E. RUPP, PE THE LOWEST, (LEAST) THE DIFFERENT FASTENERS USE. JAMB, HEAD, AND ,NALYZED FOR THIS UNIT INCLUDE 5/16" TAPCONS. A PHYSICAL i.5o" V SHIM SPACE AT EACH ANCHOR MIN SHEAR DESIGN VALUES COME FROM cL IUTHERN PINE LUMBER AND ACHEIVEMENT 3EDMENT. THE TAPCON MUST ACHIEVE 1-1 /4". MAX SHIM 3" in ui 3" — TYPICAL MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION UCTURE. 'TRENGTH OF ANCHORS 171 LBS. 6" 3' -`t 6" 3" 3" s' s" T- W a w 1 II II [.IfI T ID 3�•6' 6' 3" 1" 3" 6" 6' HARIiWARF SC'HFnI II F 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES �N O WU CC <Z C) —i TCc Q 2 � U N.T.S. Jan. By. SWS cwc. Br: OF n Y SEE DETAIL "C" SHT 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR L SIGNED AND SEALED BY (FLORIDA #15935) WITH FASTENER RATING FROM BEING CONSIDERED FOR THRESHOLD FASTENERS A #10 WOOD SCREWS OR SHIM MUST BE PLACED II LOCATION. 2. THE WOOD SCREW SINGLE ANSI/AF&PA NDA FOR SC OF 1-1/2" MINIMUM EME MINIMUM EMBEDMENT OF 3. WOOD BUCKS BY OTHERS TRANSFER LOADS TO STRI 4. MINIMUM DESIGN VALUE c 6" 3» _ SEE DETAIL "E 3" 3„ 3„ 6" 3" I_ 3" 6' --I I I 1 w III ch A Q 7 w w B OB 0 6„ _ `r 6" to3" II I! 6" 6"� It I 3" k 3" I 6" 6" "F' vurn� J I o 0 w a SEE DETAIL N "D" w ix 0 a l �1— io 6" ;EE DETAIL C. 6" r A A cc O N U Z �Do O Cc Lu W P- z � ti Z000 Q � _ g U 2 Rom �o ASTRAGAL RETAINER BOLT HOLE # 10 x 2" MUST BE DRILLED THROUGH 3 x 2-1/2" #8 x 2-1/2" THE THRESHOLD & INTO THE #70 x 3/4" STRUCTURE DEEP ENOUGH a 8 x 2-1/2" #9 x 3/4" 6g;,FOR A 1.375" THROW #10 x 3/4" #9 x 3/4" DETAIL "F" ASTRAGAL a 0 # 10 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DO 995 STRIKE PLATE TO FRAME OR EOua� f 86 % 1-1/2" PHS O AS SHOWN. z DA 7 25/05 1 0.9621 C6Ai�CBddpIvu " ' SCAM N.T.S. 5" rj DOW 995 ~+ DWC. BY: SWS OR EQUAL T T a�„ . ` CNx. ev: = �-"= EXIEM INTERiO nRAVON0 NO.' INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL DWG-MA-FLO132-05 SHEET 2 OF 3 3" I SEE DETAIL "C" B 3" 1.37 �Zi2iZZ?� DGE STEEL DOOR UNIT H / WITHOUT SIDELITES $CATIONS ADHERING TO )E AND WHERE PRESSURE INED BY ASCE 7, MINIMUM VGS AND OTHER STRUCTURES, :SIGN PRESSURES LISTED. STEM (SHUTTERS) IS NOT REQUIRED ON IEOUIRED ON GLAZED SIDELITES E SPREAD INDEX OF 50 DEX OF 60 PER ASTM E84. FRAME MATERIAL• .SIGNATION RESULT TM D1929 680 'F > 650 'F .TM D635 1.10 IN MIN .TM D2843 69.6% TM D638 -7.48% DIFf fRENGTH AFTER WEATHERING METHOD 1 c DOOR UNIT i NOTES S .S 149' MAX. OVERALL FRAME WIDTH 21" MAX 36.375" MAX. D L 0. PANEL WIDTH 37.5" MAX. W/ASTRAGAL FRAME WIDTH co co M� f0 DOUBLE INSWING UNIT WZ IDEUTES DQ LA " 10 " 11 SINGLE DOOR UNIT ANGLE DOOR UNIT SINGLE DOOR UNIT WZS-I ELITES WITH SIDELITE WITH SIDELITE DOUBLE DOOR UNIT 1N/SIDELITES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING X 37.5 +76.0 -76.0 +75.0 -76.0 t19.0 -19.0 +55.0 -55.0 XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 0 OX or XO 75 +55.0 -55.0 . +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OXO 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 OXXO 149 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 4� W cz Sca.E: N. T. S. DWG. en SWS CHL er: DRAWING NO.' v OF I SIDE -HINGED METAL-E. 6'-8" DOUBLE DOOR WITI GENERAL NOTES 1 EVALUATED FOR USE IN LC THE FLORIDA BUILDING COE REQUIREMENTS AS DETERMI DESIGN LOADS FOR BUILDII DOES NOT EXCEED THE DE 2 HURRICANE PROTECTIVE Sr. OPAQUE PANELS. BUT IS R 3. POLYURETHANE CORE FLAM AND SMOKE DEVELOPED INI 4 PLASTICS TESTING OF LITE TFST nmr.pIPTInN nF SELF IGNITION TEMP AS RATE OF BURNING AS SMOKE DENSITY AS TENSILE STRENGTH* AS • COMPARATIVE TENSILE Sl 4500 HOURS XENON ARI ®® ® E NGLE DOOR UNIT DOUBLI TABLE OF CONTENT'. SHEET N DESCRIPTION I TYPICAL ELEVATIONS & GENERAL 2 ANCHORING LOCATIONS & DETAIL 3 ANCHORING LOCATIONS & DETAIL