The URL can be used to link to this page

Home My WebLink AboutProduct approvals Florida Building Code Online Page 1 of 2 BCIS Home i Log in i User Registration Hot Topics i Submit Surcharge i Stats&Facts Publfcations Contact Us BCIS Site Map If Unks Search Or Product Approval:USER:Public User REVIE�/ED FOR Product Aoomval Menu>Product or Aooliration Search>Aool",cttion List>pppUmtion De FIL FL14237-CODE COMPLIANCE Application Type Revision GAT■ LUCIE COUNTY Code Version 2017 a Application Status Approved ®®♦1C *Approved by DBPR.Approvals byDBPR shall be reviewed and ratified by, the POC and/or the Commission if necessary. Comments i Archived C Product Manufacturer Fleming-Baron Door Products Address/Phone/Email 101 Ashbridge Circle Woodbridge,NON-US 00000 (416)749-2111 bbulley@flemingbaron.coFfle Authorized Signature Bud Bulley bbulley@flemingbaron.com Technical Representative Craig Allan Address/Phone/Email 101 Ashbridge Circle Woodbridge,NON-US Lls 2Y9 (416)749-2111 Ext4231 craig.allan@assaabloy.com Quality Assurance Representative Craig Allan Address/Phone/Email 101 Ashbridge Circle Woodbridge,NON-US L1s2Y9 (416)749-2111 Ext4231 craig.allan@assaabloy.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies I Compliance Method Certification Mark or Listing Certification Agency UL LLC Validated By Ted Berman,PE R Validation Checklist-Hardcopy Received I Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS-201,TAS-202,TAS-203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Il https://floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDquDEJErtOSCen5sgEX... 8/9/2018 I Florida Building Code Online Page 2 of 2 I Date Submitted 12/06/2017 Date Validated 12/13/2017 Date Pending FBC Approval Date Approved 08/08/2018 Summary of Products FL# Model,Number or Name Description 14237.1 Swinging exterior hollow metal UL Classified Windstorm Resistant Hollow Metal Doors and doors and frame product Frames Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14237 R3 C CAC 2010 FBC ZHCW-R8930(Doors).Ddf Approved for use outside HVHZ:Yes FL14237 R3 C CAC 2010 FBC ZHDL-R8931(Frames).ndf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:N/A 12/31/2021 Other:Design Pressure varies with size and application. Installation Instructions Refer to Installation Instructions and UL Guide Cards for FL14237 R3 II FBC FL14237-Ri-Installation instructions- details.In-swing and out-swing,singles and pairs of flush, Rev 2.Ddf glazed and louvered hollow metal doors and frame products Verified By: UL LLC as listed by Underwriters Laboratories,Guide Reference Created by Independent Third Party: Numbers:ZHCW.R8930(doors)and ZHDL.R8931(frames). Evaluation Reports Created by Independent Third Party: I Bade Nett Contact Us::2601 Blair Stone Road.Tallahassee Ft 32399 Phone:850-487-1824 The State of Florida is an AA11%0 employer.Convriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.Ifyou do not want your e-mail address released in response to a public-records request,do not send electronic ma➢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),Florida Statutes,effective October 1,2D32,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided maybe 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 an be made available to the public.To determine If you area licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M ® y^ Credit Card I,I . I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCen5sgEX... 8/9/2018 File Number: R8930 Volume: 12 Section: 1 Figure:21 (14 Pages, FLEMING-BARON DOOR PRODUCTS 101 Ashbridge Circle Woodbridge, Ontario L4L 3R5 UL CERTIFIED HURRICANE RESISTANT DOOR & FRAME PRODUCT INSTALLATION INSTRUCTIONS UL CATEGORY & FILE REFERENCES: DOORS: ZHCW.R8930 FRAMES: ZHDL.R8931 APPLICABLE APPROVALS: 2010 FLORIDA BUILDING CODE FBC: FL14237-R1 ANSI A250.13-03 TAS-201 (1994), TAS-202(1994), TAS-203(1994) ASTM E330-02, ASTM E1886-05, ASTM E1996-05 Rev.2-January 2012 Dwg#:WRD-121 i i I o ' Configuration Max I Large Latch Door Min Max DesignWissile Series Ga Size Load ;Impact Minimum Minimum Latch Type Orientation Latching .Rating Throw(in.) Strength(Ibf) (per ft-Ibs CYL,ML or REH D&E 20 3'x 7' +/-50' 350 CYL,ML:112 CYL,ML:525 REH:N/A REH:N/A i ML:1/2 ML:630 ML(')or MEH All 1 18 X x 7' +/-60 350 MEH:NIA MEH:N/A CYL:1/2 CYL,M L:+65 psf:910 CYL,ML(�) All 18 4'x 7' +65/ ' 350 ML:3/4 -70 psf 980 REH or VRH -70 1 Out-Swing REH VRH:N/A REH VRH:N/A CYL or All 18 3'x 7' +/-70 1 350 CYL:1!2 735 CYL+DB II DB:1 Singles ICL All 18 3'x 7' +/-70 31' 350 Act Latch: 735 � Dead Latch:3!4 ML(*'),REH All 16 4'x 8' +/-70 350 ML:3/4 ML:1120 or VRH REH,VRH:N/A REH,VRH:N/A CYL or ML(*2I All 18 3'x 7' +/-60 350 CYL'1/2 630 ML:3/4 CYL+DB All 18 3'x 7' +/-'70 1350 CYL:1/2 735 Inswing DB:1 ICL All 18 3'x 7' +/-70 350 Act Latch:1/2 735 Dead Latch:314 ML(*') All 18 3'x 7' -+/-70 350 3/4 735 REH x Rem All 18 8'x 7' +/-65 350 5/8 910 HM Mull CYL+DB X FB All 18 6'x 7' +65/ 350 CYL:1/2 +65 psf:SPL 683,SB 342 ea -70 FB:1 -70psf*SPL 735,SB 368 ea +65/ CYL:1/2 +65 psf.SPL 910,SB 455 ea CYL X SB All 18 8'x 7' _70 35Q SB:3/4 -70 psf,SPL 980,SB 490 ea MLVI)x FB All 18 6'x 7' +/-70 350 ML:3/4 ML:735 Out-Swing FB:1 FB:368 Parrs MLr1)x SB, ML:980 REH x Hdwr.Mull, All 18 8'x 7' +/-70 350 ML,SB:REH,VRH::N SB:490 ea or VRH x VRH NIA REM,VRH:N/A ML(*')x SB, ML,SB:3/4 ML:1120 REH xHdwr.Mull, All 16 8'x 8' +/-70 350 REH,VRH:NIA SB:560 ea or VRH x VRH REM,VRH:N/A In-Swing ML(")x FI3 All 18 6'x 7' +/-70 350 FB:I ML:735 F 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-Series; 16,18 or20 Gage Face Sheets Vertically Stiffened Construction E-Series(Embossed);16,18 or20 Gage Face Sheets H orSW-Series DSSSeries(Stainless); 16 or 18 Gage Face Sheets 14 or 16 Gage Face Sheets Honeycomb,Polystyrene,Polyisocyanurate Welded Vertical Stiffener Core or Mineral(TRR)Cores Stiffness Class:I Stiffness Class:I(14,16&18 Gage).V 20 Gage) Latching Device Legend CYL: Cylindrical lock or latch MEH: Mortise exit hardware SPL:Single point latch DB : Dead bolt 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 i -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 rights and louvers are permitted in doors up to and including+/-70 psf Design Load 2 Jan 2012 FBC Submission & Polyl added 1 Oct 2011 Flush Bolt applications added WINDSTORM RESISTANT DOORS 0 Oct 2010 FBC Submission -SIZE AND RATING LIMITATIONS - # DATE DESCRIPTION REVISIONS DATE: 10/10 SHEET: 1 �SStF/ EXTERIOR SWINGING DOOR IN ACCORDANCE WITH ANSI A250.13 ■ WINDSTORM RESISTANCE STIFF SS CLASS :I Q L IMPACT R TING :350 FT-LBS i DESIGN LOAD RATING : PSF 17U N RODUCT CO FOR S TO ASS E 0/E1886/E1996 Fleming 930-52098 -201,PA-2C ,PA- 3,TAS-201, S-202,TAS 203 5teal0oassFrames B A C H D G E F BARON METAL INDUSTRIES FLEMING- BARON DOOR PRODUCTS Labels contain the following information: A) UL Classified logo B) Optional Brand logo and/or name C) UL assigned Permanent Issue (Control) Number D) Complimentary Classification Category E) Pre—printed Stiffness Class and Impact Rating F) Box for stamped/scribed Design Load Rating G) Compliant Test Standard Numbers H) UL File Number — AADG Part Number Aluminum labels with holes for drive rivet attachment Label Size 1" x 3.75" i ' I WINDSTORM RESISTANT DOORS 0 Oct 2010 FBC Submission -UL DOOR LABEL DETAILS - # DATE DESCRIPTION REVISIONS DATE: 10/10 SHEET 2 I i Configuration Permitted Wall Tes &AncC ora e a C N CN_ E E o ca O U EN 94 E_ " :a) w w ca 3 `3 E m2 Et v c xM rn,a R— � : c= � 0` Latching:Strike Prep v M° 1° c�•: a� ; o c .�� M� z UZ) co co CYL:SMLASA or UNL KD ML:MUNL 460 350 3'x 7'('2) FW MEH:ASA CYL:ASA NU ASA FKW +70 350 4'x7'c*2l REH:RIM Out-Swing CYL:ASA J J J J J w GYL.,+DB:pSA+ASAM_a-ASk+SMIASAN- fm 70 350 3'xTr�l ICL:SMLASA+SN ASANL FW i c REH:RIM I ML:ASA REH:RIM K W F +P 70 350 4'x ErVRH:MHS CYL:ASA or SMASA FW +/-60 350 3'x 7 u_ In--Swing CYL+DB:ASA+ASANLQAS4+SMASA L KD J J J J J ICL:SMASA+SNLASWL FW +/-70 350 I Tx 7 M MMLASA REH x Rem HM Million:FIR FW I+/-65I 350 8'x7 c-2I CYL xSB:MHS ID +65/ 350 9x7'r-2I M_XSB:MHS FW -70 CYL+DB x FB:MHS KD +651 350 6'x 7 2 Out-SvAng FW -70 J ! J J J .J KD a M-x FB:MSS +/-70 350 6'x 7 FW M-XSB:MHS KID VRH x VRH:MHS +F 70 350 B'x fr FW REH x Rem Hardware Mullion:HR KD rl;S;nTg NL x FB:MHS +/-70 350 U x 7FW J ` J T Ig All frames are tested,UL Listed,Certified and labeled to TAS 201(1994),TAS 202(1994),TAS 203(1994),ASTIU E330-OZ ASTM El886-05,ASTM E1996.05 and ANSI A250.13-03 *1: See Sheet#Rs 7 and 9 for wall anchor requiremerts *2: Meets the HVHZ requirements for Air and Water Infiltration(TAS 202). Frame must be FW(face welded)constriction. Requires Pemko#315CR or National Guard#1301NAjarrb and head gasket,Pemko#2001AV or National Guard#95ON threshold and for pairs Pemko 375CR as al. Latching Device Legend CYL :Cylindrical lock or latch ICL :Interconnected lock or latch REH :Rm exit hardnrare DB : Dead bolt MEH :Mortise exit hardware SB :Surface bolt FB : Rush bolt IVL :Mortise lock or latch VRH :Vertical rod act hardmre Strikes and Preparations Legend Mortise head strikefor 2-W x1-1/8"lipped ASA :4-7/9'x1-1/4"lipped strike MHS :flush orsurface bdt,o v SMLASA :strike rod exit hardware 4-7/8"x 1-1/4 non4ipP� 4-7/8"x 14X eledro ASANL MAIL :mechanical device for SM%SANL.2�/4"x 1-1/8"non lipped strike mortise lock or latch strike Head reinforcing for Surface strike for rim exit 4-7/8"x 1-1/4"electro- HR removable mullion RIM hardware UNL rechanical device for cylindrical lock or latch 1 Oct 2011 FBC Submission—Flush Bolt applications added WINDSTORM RESISTANT 0 Oct 2010 FBC Submission 3-SIDED FRAMES # DATE I DESCRIPTION -SIZES AND RATING LIMITATIONS- REVISIONS DATE: 10/10 SHEET 3 Ii I Permitted Wall Configuration Types& o Anchorage(3) C O C T C C d y X O X N C m N CU= O r- N Lu i" W O 0 y 4Q LL E N O p Cp O to SS } N W 7 Id U 7 7 7++ X C (Q (j 7 D L o co +• CL I C (6 E)y IQ� IO 0 d O C O 0 3 t2 > p` Latching:Strike Prep c4� �j rr z U 5 3t C C CYL:ASA,SMLASA or UNL ML:ASA or MUNL ICL:SMLASA+SMLASANL FW +/-00 350 3'x�7�_�� REH:RIM (10 2) Out-Swing MEH:ASA VRH :MHS 5 ML:ASA , 'i REH:RIM FW +/-60 350 3 x81� E VRH: MHS (10) y CYL:ASA or SMLASA 3'x 7' Inswing ML:ASA FW +/-60 350 (10'2,��•'� I 4 d J '� I` ICL:SMLASA+SMLASANL CYL x SB or FB:MHS FW +/-60 350 6 x r'� MLxFB:MHS 10 Out-Swing, ML x SB:MHS , VRH xVRH :MHS FW +/-60 350 00')8�� I I I = REH x Hardware Mullion:HR CYL:ASA or SMLASA ML:ASA ICL:SMLASA+SMLASANL FW +/-60 350 Tx 7' REH :RIM (4 6 ) Out-Swing MEH:ASA VRH: MHS E 12 MMLASA ii REH:RIM FW +/-60 350 (12'3'x8'x 10') LL VHR: MHS CYL:ASA or SMLASA Tx 7' Inswing ML:ASA FW +/-60 350 (4,6„) CO ICL:SMLASA+SMLASANL ML x FB: MHS FW +/-60 350 0268Xx 10') Out-Swing ML x SB: MHS a' VRH x VRH :MHS FW +/-60 350 (1268x x10') FREH x Rem Hardware Mullion:HR Rabt -0°o z `--' Not Not FW +/-60 350 Not A pliiccable �( ,1 ,1 �1 Applicable Applicable , — 12 8 x 10' All transom,sidelight and window frames 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 Notes: *1 :Maximum combined door+transom opening height *2 :Maximum over-all unit width *3 :See Sheet 9s 8 and 9 for Wall Anchor requirements *4:See Sheet#3 for Latching and Strike Prep Legends 1 Oct 2011 FBC Submission—Flush Bolt applications added WINDSTORM RESISTANT TRANSOM, 0 Oct 2010 FBC Submission SIDELIGHT&WINDOW FRAMES # DATE i DESCRIPTION SIZE AND RATING LIMITATIONS- REVISIONS DATE. . 10/10 SHEET 4 i rr—=rr II II � F71 II II II — — — rr fr —Il rr —IJ LL=—LL IL---IL--- / _ JI IL IL _ JI IL_ IL__ / — _jl L---L--- ---J L---L--- v --_JIL L——1---- ---J F If lfr�-7 IL---IL--- / —_JI IL_— / _ JI IL__II _ / — JI L---L--- v ---J L--- v ---J L——�-- ——J If Fr--= ===11 rr——Ir II 1i=mil Fr— n n n -1l II I! II II II II II II II p it q II II II II II II II II II II II II II & [L.= 9 9 II P P 9 9 9 P II 9 II — II -- P P II II II II lI II II II II II II II II II II IL-——IL IL_— 1——JI IL_ IL IL JI— JI IL_ IL_JL-_JI--JI II II p II II // 11 II �� II 9 9 II U II �I II U I^ 9 9 9 II P —P II II II II II �� II II II II �� II II 11 II II II IL-——IL_—IL JI JI L__IL_—IL__JI__JI__ IL IL IL JI JI_ JI =J L__J__-L__J-_J___� L--L=-L=_J--J_=_J WINDSTORM RESISTANT TRANSOM, 0 Oct 2010 FBC Submission SIDELIGHT&WINDOW FRAMES DATE DESCRIPTION -TYPICAL ELEVATIONS- REVISIONS DATE: 10/10 SHEET 5 I I � I i Q.SS1Fj EXTERIOR DOOR FRAME,TRANSOI 4t SIDELIGHT OR WINDOW FRAME r ES L UC DANCE WITH ANSI A250., L IN ACWIN STORM RESISTANC o IMPAC RATING:350 -L F DIGN OA RAT IN 15RE RODUCT CONFO S TO ASTM E330 E1886/ 19g6 Flemin Raaz noc 201.PA-202.PA-03.TAS-201.TAS 202.TAS 203 �.. .�, .. A C H G D F E BARON B Metal Industries Inc. FLEMING -BARON DOOR PRODUCTS i Labels contain the following information: A) UL Classified logo B) Optional Brand logo and/or name C) UL assigned Permanent Issue (Control) Number D) Complimentary Classification Category E) Pre—printed Impact Rating F) Box for stamped/scribed Design Load Rating G) Compliant Test Standards H) UL File Number — AADG Part Number Aluminum labels with holes for drive rivet attachment j Label Size : 1" x 3.75" I I WINDSTORM RESISTANT 0 Oct 2010 FBC Submission FRAME PRODUCT # DATE DESCRIPTION -UL LABEL DETAILS- REVISIONS DATE: 10/10 SHEET 6 i i i 4'0" Maximum 8'0" Maximum x nn nu o nu •Nrn m ¢ 'o Optional Fixed or a X Q Removable HM Mullion o En or Hardware Mullion E II II L E II II U � II II p Li m Q o ri ri LL- � 11 II x v o U) u nn Co ---- ------ u ii o0 x II II -el II 11 SINGLES PAIRS 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" 0 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 x 1" long welds both sides of frame. Steel Shims 5" 36" 5" Shims welded to steel structure at time'l of installation. (1) 3/8" 0 x 6" expansion shell anchor; or Existing Masonry Welded EWA 6" 24" 6 3/16" x 6" concrete screw per anchor or Concrete with a minimum 2-1/2" stud engagement New Unit Masonry Loose "T" or Wire 16" 1 32" 1 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 # DATE DESCRIP110N -ANCHORAGE&PROFILE REQUIREMENTS- REVISIONS DATE: 10/10 SHEET 7 I I 3'Max �—y For transom frames or sidelights meeting all the 4'-6'Max dimensional limitations shown at the left,wall anchorage shall be as shown in the table below. See the bottom X 1' 3'Max section of this drawing for methods of securement for s a E - Q g Ma each anchor and partition type. cVJ X _ Partition Type Jamb Anchors "A" "B" "C" m m w _ 0 _ c Wood Stud CSA or EWA " 2 - I cV CDm " Steel Stud CSA 96 Max 4 E o �° ' C3 o Structural Welded 6" " v 0 - `` Steel Steel Shims Q Existing Masonry >96" 5EV11A - or Concrete New Unit 96"Max 3 Q Q Masonry 'T'or Wire 16" >96" 4 >T-6"Wide >1'-6"Wide 1'-6" For transom frames,sidelights or windows exceeding any of the Sidelight Transom dimensional limitations shown above,jamb, head and sill anchorage shall E be as shown in the tables below. See the bottom section of this m drawing for 2" 0 2" r n�,t methods of secu eme t for o each anchor and partition type. c mI2" L O 2" i`— 2" 2" Partition Type Jamb Anchors "A" "B" "C' "D" �` 03 <60" 3 L I' Wood Stud, - Existing Masonry EWA 12" 8" <80" 4 or Concrete 96"Max 5>96" 6 rn E 48"Max 2 64"Max 3 0 New Unit <irr 80" 4 U w p - Masonry 16 16" 96"Max 5 - Q 114"Max 6 E c - > 114" 7 m a 40"Max 2 C3 1� Structural Welded 5„ 5„ <72" 3 Steel Steel Shims 102"Max 4 >102" 5 Q -All dimensions shown are maximums -Jamb anchors are equally spaced Partition Type Head Anchors Sill Anchors `1: Floor anchors adacent to jambs and Wood Stud EWA EWA vertical mullions may be provided in Existing Masonry or Concrete EWA or or New Unit Mason Welded or Masonry ed lieu of EWA preparations and guides e Steel Shims Floor Anchors 1„ Structural Steel Welded Steel Shims Jamb or Head Anchor Type Partition Type Securement Requirements Combination Stud Anchor(CSA) Wood or Steel Stud (4)#8 x 1"wood or drywall screws per anchor Welded 1 or 2-Piece Type Wood Stud (1)3/8"x 6"lag bolt per anchor Welded Existing Wall Anchor with a minimum of 2-1/2"engagement into studs I (EWA)Guides; Pipe and Spacer (1)3/8"x 6"expansion shell anchor or 3/16"x 6" or Butterfly Type Existing Unit Masonry concrete screw per anchor with a minimum of 2-1/2" or Poured Concrete engagement into wall Welded Steel Shims Steel shims secured to jambs and/or heads with 3116"x 2"x(Jamb Depth+1AX)x 12 Ga Structural Steel 1"long welds both sides of frame at labeling facility. Shims welded to steel structure at time of installation. -16 gage minimum, 12 gage maximum frame profiles -4"minimum, 14"maximum jamb depths -1-3/4"minimum,2"maximum jamb&mullion face widths -1-3/4"minimum,4"maximum head,sill and center rail face widths -See Sheet#9 for anchor illustrations -Floor anchors are required for units installed in new unit masonry and steel stud partitions WINDSTORM RESISTANT TRANSOM, 0 Oct 2010 FBC Submission SIDELIGHT&WINDOW FRAMES # DATE DESCRIPTION -ANCHORAGE&PROFILE REQUIREMENTS- REMSIONS DATE: 10/10 SHEET 8 i i Loose "T" Anchor Loose Wire Anchor ANCHORS FOR NEW UNIT MASONRY PARTITIONS i Q0 O "Butterfly" Type "Pipe & Spacer" Type WELDED EXISTING WALL ANCHOR GUIDES (EWA's) FOR EXISTING WOOD STUD, EXISTING UNIT MASONRY AND POURED CONCRETE PARTITIONS i 1—Piece Type 2—Piece Type Combination Stud Anchors WELDED WALL ANCHORS FOR WOOD OR STEEL STUD PARTITIONS i ' I i i I i "Z" Type Anchor Welded 12 Gage Steel Shims WELDED WALL ANCHORS WALL ANCHORS FOR FOR STEEL STUD PARTITIONS STRUCTURAL STEEL PARTITIONS WINDSTORM RESISTANT 0 Oct 2010 FBC Submission FRAME PRODUCT # DATE DESCRIPTION -ANCHOR ILLUSTRATIONS REVISIONS DATE: 10/10 SHEET 9 .11 .58 .375 .58 .11 #6 x 1.5 Oval Hd Tex Screws I at 9.75" OC max for Lights .25 Thk Pol carbonate Exceeding exposed glass of 10" Glazing Material width, 22" ht, 100 sq. in. area, or Design Load greater than +/— 65 psf. 'GE Silicone II' caulk I or .125 x .5 Closed Cell 20 Gage Snap—In Stop Foam Tape on each side of glazing I � I I n ' I m r7L -------------------- c4 Tack—Weld Vertical to Horizontal Trim in Glazing Space at Each Corner 20 Gage J 18 Go Face Trim/Integral Stop Sheet Min. 1.75 4.5 Min 6 32 Max 10 Max Min Exposed 6 Exposed Width F17in Width 100 Sq.In. v 1344 Sq.In. Max Area C a 0+, (n Maximum per Leaf o M a Exposed Ligultiplehts Not tO N X= w Q, Glass Area g �f N w x D per Leaf 6 Permitted) 0 _ (Multiple Lights 00 Permitted) B Iff= Snap—In III Screw Fixed III Removable III Snap-in III Stops III Removable III III Stops III IE>=___U Design Load: N Design Load: Impact Rating: 350 ft Ibf +/-65psfMax. � 70psfMax. i WINDSTORM RESISTANT DOORS 0 Nov 2010 FBC Submission — GLAZING KIT DETAILS — # DATE DESCRIPTION REVISIONS DATE: 11/10 SHEET 10 I .094 .625 .5 472 Glasslam Safety Plus 2 Laminated Glass .125 Thk x .5 Closed Cell Foam 18 Gage Glazing Trim I Tape Each Side of Glazing & 20 Ga Removable Glazing Stops .188 .097 .188 6 x 1.25 Oval Hd Tex Screws @ 9.75 OC Max LO u-� N p m � m In O Setting Blocks As Req'd 18 Ga Surround Dow Corning Channels All 4 995 Silicone Sides of Cutout 1.656 18 Ga Face Sheets (Min.) 1.75 24 Max 32 Max Ex Dosed 5.875 EX Dosed 5.875 Glass Wid F��in7ass7 in 1602 Sq.In. m 1344 Sq.In. Maximum Maximum C Exposed g v, Exposed a X cc Glass Area 5 w Glass Area per Leaf x a,"m per Leaf _ (Multiple y = (Multiple m Lights N Lights a Permitted) `r Permitted) x LU cc) co 11 II II II II II Impact Rating: 350 ft Ibf - i Design Load: g Design Load P 9 1+/— 60 psf Max `6 /— 70 psf Max WINDSTORM RESISTANT DOORS 0 Nov 2010 FBC Submission — GLAZING KIT DETAILS — # DATE DESCRIPTION REVISIONS DATE: 11/10 SHEET 11 � pO00poo0o ppp000ppp0�0 OpOppppppppp0 i 0000pp OOOOOOpO ° • 0000p0 pOpOpOpOpOpo i OpOpOpOpOpOpO Op�pOp�p�p0 �OpOppp ° • �p0 Exterior View Interior View -Louvers must be UL Windstorm-Rated under Category ZHLL -Louver manufacturer's listings may limit maximum louver size,minimum door gage,impact and design load ratings shown. -Louvers may be installed at labeling location or on-site(See Note below) -Markar WLV60/Pemko LV-WS UL Listed louvers with Security Grille requirements shown -Lowers are not TAS-202(Air or Water Infiltration)compliant Note: If the louver is to installed on-site,an adhesive-backed sticker must be applied to the visible leg of the bottom surround channel by the labeling facility stating:"A UL Windstorm-Rated Door Louver Must Be Installed In This Opening Max.Nom.Door Leaf Size: Singles&Pairs Out-Swing:4'x& Single In-Swing:Tx 7' DnoDDDDDoo Security Grille noonnnnoDD DDDn000eoD on Exterior Side DDDonoDDDn Max.Nom.Louver Size:34"X78" DDDDDDDDDD DDDnonnDDD Minimum Stile and/or Rail:6" non0000noD oDDDDDDDDD Impact Rating: 350 ft Ibs °on°cDDooc°can Max.Design Load Rating:+/-70 psfrl 000000naDD oon000nonn oDDDnn000n DDDDDDDnDD it7 DDDDDDDDDD N o000000000 � DDDDDDDDDD U� ODDDDDDDDD DnDODODDDD DDDDDDDDDD j DDDDn0000D DDDDDDDDDD DDDDDDDDDD DDnDDDDDDD DDDDDDDDDD Ga Surround Channel T18i� l DDDDDDDDDD A114SIdesofCutoul °Dn°D°D°D°o°D°Don DDDDDDDDDD ODnnDODDDD 1.656" 18 Ga Face DDDDDDDDDD 1 75" Sheets(Min.) i WINDSTORM RESISTANT DOORS 0 Nov 2010 FBC Submission — LOUVER DETAILS — # DATE DESCRIPTION REVISIONS DATE: 11/10 SHEET 112 s _ I 1.5" Vetrotech Keralite Ultra 90 HI (*1) 1.375" or Vetrotech Swissflam 45 HI (*2) 6-20 x 0.75" Pan Hd SMS at 2" Dow Corninq 995 from Each Corner & 8" oc Max or GE SSG4000 Structural Silicone r` m 01 (2 m (0 ° Setting Block 114 Ga Offset Removable 16 Ga Surround Glazing Stop Welded at Channels All 4 Each Corner Sides of Cutout 1.656 18 Go Face Sheets (Min.) 1.75 23 Max Exposed Glass Width UL Fire Protection Ratings Under KCMZ-R14515 *1: 3 Hour-10"W,33"Ht and 100 Sq.In.Area Max. 1.5 or 3/4 Hr-23"W,53"Ht.and 1219 Sq.In.Area Max. 1219 Sq.In. *2: 3/4 Hour-23"W,53"Ht and 1219 S In.Area Max. Maximum a�i .. q 0.0) Exposed w Glass Area x per Leaf m L Vertically stiffened doors(ref. R8930,Vol 3 or 6)intended to receive glass lights must be provided with this design kit factory installed,as"cutout only" or"inner channels&cutout". Glass lights for lock-seam doors (ref. R8930,Vol 1 or 2)may be i prepared at the factory or secondary manufacturing location Design Load: +/— 70 psf Max Impact Rating: 350 ft Ibf WINDSTORM RESISTANT DOORS 0 Jan 2012 FBC Submission — GLAZING KIT DETAILS — # DATE DESCRIPTION REMSIONs DATE: 01/12 SHEET 13 i