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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online Page r of 4 [-IQ,di umartmemd BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map -L Busiriess'�� Professional Prodct PIJSER Publics UpserDVaI Regulation Er Product Approval Menu > Product or Application Search > Application Us t > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative SCANNED FL14237 R2 Revision Sr. Luci CQpRty 2014 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed by the POC and/or the Commission if necessary. Fleming -Baron Door Products 101 Ashbridge Circle Woodbridge, NON -US 00000 (416) 749-2111 bbuiley@flemingbaron.com Bud Bulley b bu I ley@flem i ng ba ro n. co m Bud Bulley http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--%vGEVXQ%vtD4uDEJErtOSCen5sgEX,X02%-QPrgJRySgNc34552fE'ki_ IOPo—In Florida Building Code Online 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 101 Ashbridge Circle Woodbridge, NON -US 99999 (416) 749-2111 bbulley@flemingbaron,com Bud Bulley 101 Ashbridge Circle Woodbridge, NON -US 99999 (416) 749-2111 bbuiley@Remingbaron.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing UL LLC Ted Berman, PE s Validation Checklist - Hardcopy Received Standard ASTM E1886 ASTM E1996 ASTM E330 TAS-201, TAS-202, TAS-203 Page 2 of 4 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param==%vGEVXQwtDquDEiErEOSCen5sgDaO2yQPry.JR}8g\34°;e2tE-Ni__ 10=2015 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Method 1 Option A 07/28/2015 07/29/2015 08/22/2015 Page 3 of 4 FL # Model, Number or Name Description 14237.1 Swinging exterior hollow metal UL Classified Windstorm Resistant Hollow Metal C doors and frame product Frames Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Design Pressure varies with size and application. Refer to Installation Instructions and UL Guide Cards for details. In -swing and out -swing, singles and pairs of flush, glazed and louvered hollow metal doors and frame products as listed by Underwriters Laboratories, Guide Reference Numbers: ZHCW.R8930 (doors) and ZHDL,R8931 (frames), Certification Agency Certificate FL14237 R2 C CAC 2010 FBC ZHCW-R8930(D FL14237 R2 C CAC 2010 FBC ZHDL-RB931 (Fr Quality Assurance Contract Expiration Date 12/31/2018 Installation Instructions FL14237 R2 II FBC FL14237-Rl-Instailation Ins Rev 2.odf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 1940 North Monroe Stree' Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrinhi 2007-2013 State of Florida :: Privacy Statement :: Acttssltr'IRv Statemerr, :: %t=L+rd Under Florida law, email addresses are public records, If you do not want your e-mail address released in rempo to a pubrx-records rgcest, http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDquDEJErMSCen5sgEXY02yQPTJRySg,N-34cla2fE%L_ 1017720I5 ZHCW.R8930 - Swinging ... 9:24:58 AM Page 1 of 2 pane Bottom ZHCW.R8930 Swinging Doors, Exterior Swinging Doors, Exterior See General Information for Swinging Doors Exterior FLEMING-BARON DOOR PRODUCTS 101 ASHBRIDGE CIR WOODBRIDGE, ON L4L 3R5 CANADA R8930 Min Latch Design Latching Latch Throw Strength Max Stiffness Load Impact Hardware Min Min Model Configuration Size Class (psf) Rating Type (in.) (Ibf) (ft-lbs) D E Single - Out- 3-0, V +/- 50 350 Cylindrical 1/2 525 Swing 7-0 D, E Single - Out- 3-0, V +/- 50 350 Mortise 1/2 525 Swing 7-0 D, E Single - Out- 3-0, V +/- 50 350 Rim Exit N/A N/A Swing 7-0 D, DSS, Single - Out- 3-0, I +/- 60 350 Mortise 1/2 630 E, tl, SW Swing 7-0 D, DSS, Single - Out- 3-0, 1 +/- 60 350 Mortise Exit N/A N/A E, H SW Swing 7-0 D, DSS, Single -Out- 3-0, 1 +/-70 350 Cylindrical, 1/2: 735 E, H, SW Swing 7-0 with or Cylindrical without Latchl: Opt. Dead Bolt Dead Bolt D, DSS, Single - Out- 3-0, 1 +/- 70 350 Interconnected 1/2: 735 E, H, SW Swing 7-0 Cylindrical Latch 3/4: Opt. Dead Bolt D, E, Single - Out- 4-0, 1 +65/- 350 Cylindrical 1/2 910(+65); DSS, H, Swing 7-0 70 980(-70) SW D, E, Single - Out- 4-0, 1 +65/- 350 Mortise 3/4 910(+65); DSS, H, Swing 7.0 70 980(-70) SW D, E, Single - Out- 4-0, I +65/- 350 Rim Exit N/A 910(+65); DSS, H, Swing 7-0 70 980(-70) SW D, E, Single - Out- 4-0, 1 +65/- 350 Vertical Rod Exit N/A 930(+65); DSS, H, Swing 7-0 70 980(-70) SW D, DSS, Single - Out- 4-0, 1 +/-70 350 Mortise 314 1120 H. SW Swing 8-0 D, DSS, Single - Out- 4-0, 1 +/- 70 350 Rim Exit N/A N/A tl, SW Swing 8-0 D, DSS, Single - Out. 4-0, 1 +/-70 350 Vertical Rod Exit N/A N/A H, SW Swing 8-0 D, DSS, Single . In- 3-O, 1 +/- 60 350 Cylindrical 1/2 630 E, H, SW Swing 7-0 mhLrn1:(i1e:/AU0.246.36.18\usel•S\bbulley\2010 F13C ZFICW-R8930 - Swingi... 3/1/201 ) Configuration Door Min Max Max Design Large Latch Missile .� Type Orientation Latching Series Go Size Load Impact Minimum Minimum LmICh (pso Rating Throw (in.) Strength (Itnf) ft-Ibs CYL, ML or REH �D 4, E 20 3' x 7' +/- 50 350 CYL ML: 1/2 CYL, ML: 526 REH: N/A REH: NIA ML('2) or MEH All 18 _ 3' x 7' +/- 60 350 ML: 112 ML: 630 MEH: NIA MEH: N/A CYL, ML l's) + 651 CYL: 1/2 CYL, ML: + 65 paf: 910 REH or VRH All 18 4' x 7' 70 350 ML: 3/4 - 70 p of. 080 Oul-Swan REH VRH: N/A REH, VRH: Ill CYL or All 18 3' x 7'+/- 70 350 CYL: 112 735 CYL+ D8 DB:1 Singles ICL All 18 3' x 7' 41- 70 350 Act Latch: 112 735 Dead Latch: 3/4 MLI-'1, REH All 16 4' x 8' +/-70 350 ML: 314 ML: 1120 or VRH REH, VRH: N/A REH, VRH: NIA CYL or ML"I All 18 Tx 7' +/- 60 350 CYL: 112 630 ML: 314 CYL + DB All 18 3' x 7' +/- 70 350 CYL: 1/2 735 Inswing DB: 1 ICL All 18 3' x 7' 41- 70 350 Act Latch: 112 735 - Dead Latch: 3/4 ML" --- _ --AII 18 3' x 7' +/- 70 350 -- - - 3/4 — -- 735 REH x Rem All 18 8' x 7' +l- 65 350 518 910 Mull _HM CYL + DB X FB All 18 6' x 7' + 65/ 350 CYL: 1/2 + 65 psf: SPL 683, SB 342 oa - 70 FB: 1 - 70 sf: SPL 735 SB 368 on CYL X SB All 18 8' x 7' + 651 35D CYL: 1/2 + 65 pal: SPL 910, SB 455 oa -70 SB: 3!4 - 70 psf. SPL 980 SB 490 00 Out -Swing MI C'I x FR All 18 6' x 7' +1- 70 350 MIL: 3/4 ML: 735 Pairs _-_ _ . -- -- - . _ _ _- - F8:1 -_ FB: 368 _ _ - ML: 980 -- MLO) x SB, __ REH x Hdwr. Mull, All 18 8' x 7' +/- 70 350 REHML, S8: 3/4 VRH: NIA SB: 490 ea or VRH x VRH , REM, VRH: N/A MLr'Ix SB, ML: 1120 REH x Hdwr. Mull, All 16 8' x 8' +/-70 350 ML, SB: 314 SB: 560 ea or VRH x VRH REHVRH: NIA , REM, VRH: N/A Inswing MLr'I x FB All 18 6' x 7' +l- 70 350 ML: 314 ML: 735 FB:1 FB:368 Notes: ('1) - Dead -latch function required for mortise lock or latch ('2) - Dead -latch function not required for mortise lock or latch Doors detailed above include the following constructions: Lock -Seam Construction D-Serie 16. 18 or 20 Gage Face Sheets E-Series mbossed); 16, 18 or 20 Gage Face Sheets DSSSeries (Stainless); 16 or 18 Gage Face Sheets Honeycomb, Polystyrene, Polyisocyanurate or Mineral (TRR) Cores Stiffness Class: I (14.16 & 18 Gaae). V (20 Gaae) Vertically Stiffened Construction H orSWSedes 14 or 16 Gage Face Sheets Welded Vertical Stiffener Core Stiffness Class: I Latching Device Legend tCYLj Cylindrical lock or latch MEH: Mortise exit hardware SPL : Single point latch DB Dead boll ML : Mortise lock or latch VRH: Vertical rod exit hardware FB Flush bolt REH: Rim exit hardware ICL Interconnected lock or latch SB :Surface bolt - All doors are tested, UL Listed, Certified and labeled to TAS 201(1994), TAS-202(1994), TAS 203(1994) ASTM E330-02, ASTM E1886-05, ASTM E1996-05 and ANSI A250.13-03 - Glass lights and louvers are permitted in doors up to and including +1- 70 psf Design Load 2 IJan 20121 FBC Submission & Poly[ added 1 lOct 20111 Flush Bolt applications added WINDSTORM RESISTANT DOORS 0 lOct 20101 FBC Submission - SIZE AND RATING LIMITATIONS - DATE DESCRIPTION REVISIONS DATE: 10/10 1 SHEET Co 4'0" Maximum _I SINGLES k O 8'0" Maximum U Iil � 0110 a IIA L L � a IIY ii a a 01 m � C a .o Optional Fixed or z o Removable HM Mullion or Hardware Mullion o L o Y uY m u rn nl n l E A7 m < u i Iti a x 0. nl Y a Ul A O 00 � IIO LL➢ Partition Type Jamb Anchor Type "A" "B" "C" Securement Requirements Welded CSA 6" 24" 6" (4) #8 x 1" wood or drywall screws per Wood Stud wall anchor Welded EWA 6" 24" 6" (1) 3/8" 4 x 6" lag bolt per anchor with a minimum 2-1/2" stud engagement Steel Stud Welded CSA or Z 6" 24" 6" (4) #8 x 1" wood or drywall screws per wall anchor Steel shims secured to jambs with 3/16" Structural Welded Steel 5" 36" 5' x 1" long welds both sides of frame. Steel Shims Shims welded to steel structure at time of installation. Existing Masonry Y>A-','riLJoAa(1 (1) 3/8" 4 x 6" expansion shell anchor or or Concrete Welded EWA 6" 24" 6" 3/16" x 6" concrete screw per anchor f Z'—�I 2�Ck Sid Q with a minimum 2-1/2" stud engagement New Unit Masonry Loose "T" or Wire 16" 32" 16" Not applicable 16 gage minimum. 12 gage maximum frame profiles 4" minimum. 14" maximum jamb depths 1-3/4" minimum, 2" maximum jamb face widths 1-3/4" minimum, 4" maximum head face widths See Sheet # 9 for anchor illustrations. Floor anchors are required for frames installed in new unit masonry and steel stud partitions WINDSTORM RESISTANT 0 Oct 2010 FBC Submission 3-SIDED FRAMES H DATE DESCRIPTION ANCHORAGE & PROFILE REQUIREMENTS DATE: 10/10 1 SHEET 7 AS Loose "T" Anchor Loose Wire Anchor ANCHORS FOR NEW UNIT MASONRY PARTITIONS "Butterfly" Type "Pipe & Spacer" Type s kV tzl- f� +s-¢, 4-� _ 7,r WELDED EXISTING WALL ANCHOR GUIDES (EWA's) FOR EXISTING WOOD STUD, EXISTING UNIT MASONRY AND POURED CONCRETE PARTITIONS "P& "10mg., .M041040 E Ell 1—Piece Type 2—Piece Type Combination Stud Anchors WELDED WALL ANCHORS FOR WOOD OR STEEL STUD PARTITIONS "Z" Type Anchor WELDED WALL ANCHORS FOR STEEL STUD PARTITIONS Oct 2010 FBC Submission DATE DESCRIPTION REVISIONS r i■� r �_■r Welded 12 Gage Steel Shims WALL ANCHORS FOR STRUCTURAL STEEL PARTITIONS WINDSTORM RESISTANT FRAME PRODUCT - ANCHOR ILLUSTRATIONS - DATE: 10/10 I SHEET 9 18 Gage Glazing Trim & 20 Go Removable Glazing Stops Impact Rating: 350 ft Ibf 0 N .094 9M.; x .5 Closed Coll Foam 3 a U Sides of Cutout 24 Max 32 Max Exposed Glass Wid 5.875 Min in c iz� Exposed Glass Wid 1602 Sq.In. Maximum Exposed Glass Area per Leaf (Multiple Lights Permitted) gDesign Load: +/— 60 psf Max 1344 Sq.In. o Maximum a Exposed > :o x w t Glass Area "0 x o 'm per Leaf _ (Multiple N N Lights 0 Permitted) IT II II II II II II II II c g Design Load: /— 70 psf Max WINDSTORM RESISTANT DOORS 2010 FBC Submission — GLAZING KIT DETAILS — DATE DESCRIPTION REVISIONS DATE: 11/10 SHEET 11