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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Clnl.'�- Page I of 2 A BCIS Home I Log In User Registration I Hot Topics Submit Surcharge Stats &Facts Publications I FBC Staff i BCIS Site Map I L @�.jj,USrod cutbApproval LL Sl'. �p lic User d bzil r Product Approval Menu > Product or Application Search > Application Li > Application Detail FL # FL14237-R2 Code Version 2014 A Application Status Approved I L Egv'm A awl PY pplication Type Revision *Approved by DBPR. Approvals by DBPR shall be reviewed and the POC and/or the Commission if necessary. SCANNED Comments 13Y Archived St. Lucip Cniint, Product Manufacturer Fleming -Baron Door Products Address/Phone/Email 101 Ashbridge Circle Woodbridge, NON -US 00000 (416) 749-2111 bbulley@flemingbaron.com Authorized Signature Bud Bulley THEOE' PLANS AND ALL PROP085D WD bbulley@flemingbaron.comARE SUBJECT T0 ANY COMEC71ONE Technical Representative Bud Bulley REQUVD 13Y FIELD INSP.ECWMS THA Address/Phone/Email 101 Ashbridge Circle MAY BE NECISSAIly Ifq 01;0M TC) Woodbridge, NON -US 999SODPAPLY (416) 749-2'111 IYITH ALL APPUCAME CWE� bbulley@flemingbaron.com Quality Assurance Representative Bud Bulley Address/Phone/Email 101 Ashbridge Circle Woodbridge, NON -US 99999 (416) 749-2111 bbulley@flemingbaron.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency UL LUC Validated By Ted Berman, PE [21 Validation Checklist - Handcopy Received Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 ASTM E330 TAS-201, TAS-202, S-203 ST. LUCIE COUNTY Equivalence of Product Standards 13UILDING DIVISION 40 Certified By REVIEWED FOR COMPLIA REVIEWED BY DATE, 0,0 US "DP A RM/_ MOST BE KEPT ON JOB OR http://www.floridabuilding.org/pr/p�_appjtl.aspx?param=wGEVXQwtDq... NO INSPECTION WILL BE MADE 12/20/201� Florida Building Code Onl* Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 07/28/2015 07/29/2015 08/22/201S IFIL # Model, Number or Name I Description 14237.1 Swinging exterior hollow metal doors UL Classified Windstorm Resistant Hollow Metal Doot 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.RS931 (frames). Certification Agency Certificate FL14237 R2 C CAC 2010 FBC ZHCW-R8930 (Door FL14237 R2 C CAC 2010 FBC ZHDL-R8931 (Frain Quality Assurance Contract Expiration Date 12/31/2018 Installation Instructions FL14237 R2 II FBC FL14237-Rl-Installation InstrL 2.ndf Verified By: UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; FB.—.k] FN_�.Jt Contact U :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone- 850-487-1824 The State of Florida Is an ANEED employer. Copyright 2007-2013 State of Florida. :: Privacy Statemen :: Accessibility Staternen :: Refun Under Florida law, email addresses am public records. If you do not want your e-mail address released in response to a public -records reques electronic mail to this entry. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.13S Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department , address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public n not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To de are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts = 99 FFq 0 Credit Card Sate g III, viu I 511 ata III http://www.floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDq... 12/20/2016 � PAUL WELCH WC. Mechanical * Electrical * Civil Engineering 1984 S.W. Biltmore St. Suite#1 14 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Email pwelchinc@aol.com December 19,2016 Re: Door Replacement 3106 AIA Fort Pierce, FL To Whom It May Concern: Our office has calculated the required design pressure in accordance with ASCE 7-10 for a replacement of the doors at the above referenced address. Wind speed: Vuit: 165mph, Vd: 128 mph Exposure: D Enclosure Type: Enclosed Door Size: Double 36" wide X 84" high Hollow Metal Door Quantity of Doors: 2 Location: Zone 4 (Per Attached Sketch) JIT FLOOR Required Design Pressure (Zone 4): +48.5/ -52.7 PSF Door to be installed shall be equal to, or exceed the required design pressures as listed above. All installations shall be in accordance with FBC 2014 and manufacturer's installation instructions. Proposed Door: Fleming -Baron Door Products FL#14237.1 (+/- 60.0 PSF). N— M— nn Thank you for your attention to this matter. UE C 0 PY Submitted by: PAUL WELCH IN Paul Welch, P.E. Reg. No 29945 —AtUieffe-d: , , I Area of Woik Plan ,,, _:: I- PAULWELCHINC. Mechanical * Electrical * Civil Engineering 1984 S.W. Biltmore St Suite#1 14 Port Saint Lucie, FL 34984 Phone (772) 785 - 9888 Email pwelchmc@aoLcorn Door Replacement 3106 AlA Fort Pierce, FL F L A Double 36" wide X 84" high Hollow Metal Door AREA OF WORK PLAN nts. . 0 Paul Welch, P.E. Reg. No 29945 December 19, 2016 4� A - UNNIOU.": 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-Rl ANSI A250.13-03 TAS-201(1994), TAS-202(1994), TAS-203(1994) ASTM E330-02, ASTM E1886-05, ASTM E1996-05 F %- OPY LE "Z9 Rev. 2 - January 2012 Dwg #: WRD-121 Configuration Door Min Max Max Design Large Missile Latch Type Orientation Latching Series Ga Size Load Impact Minimum Minimum Latch (pso Rating Throw (in.) Strength (Ibf) ft4bs CYL, ML or REH D&E 20 Tx 7' +/.50 350 CYL, ML: 1/2 CYL, ML: 525 REH: N/A REH: N/A MLr2) or MEH All 18 Tx 7' +/-60 350 ML: 112 ML: 630 MEH: N/A MEH: NIA I -YL1 ML C2) + 65/ CYL: 1/2 CYL, ML: + 65 psf. 910 I REHorVRH All 18 4'x 7' -70 350 ML: 314 - 70 pst 980 Out -Swing REH, VRH: N/A REH, VRH: NIA CYL or All 18 Tx 7' +/_70 3:50 CYL"1/2 735 CYL+ DB DB:1 Singles ICL All 18 Tx 7' +/-70 350 Act Latch: 1/2 735 Dead Latch: 3/4 MI-0) REH All 16 4'x 8' +/-70 350 ML: 3A ML: 1120 or�RH REH, VRH: N/A REH, VRH: N/A CYL or MLr2) All 18 Tx 7' +/-60 350 CYL: 1/2 630 ML: 3/4 CYL + DB All 18 Tx 7' +/-70 350 CYL: 112 735 In -Swing DB:1 ICL All 18 Xx 7' +/-70 350 Act Latch: 1/2 735 Dead Latch: 3/4 MLri) All 18 Tx 7' +/-70 350 314 735 REH x Rem All 18 8'x 7' +/-65 350 5/8 910 HM Mull 1 1 CYL + DB X FB All 18 1 6'x 7-1 +65/ 350 CYL: 112 + 65 psf., SPL 683, SB 342 ea -70 FB:1 - 70 psf., SPL 735, SB 368 ea CYL X SB All 18 1 8'x7'j +651 360 CYL, 1/2 + 65 psf: SPL 910. SB 455 ea -70 SB:'3/4 70 pst. SPL 980, SB 490 ea Out -Swing MLr,) x FB All 18 6'x 7' 1+/- 70 350 M L: 314 ML: 735 FB: 1 FB: 368 Pairs ML(*I)x SB, ML: 980 REH x Hdwr. Mull. All 18 8'x7' +/-70 350 ML, SB: 3/4 REH, VRH: N/A SB: 490 ea or VRH x VRH REM, VRH: N/A MLC")x SB, ML: 1120 REH x Hdwr. Mull, All 16 8'x8' +1-70 350 ML, SB: 314 REH, VRH: N/A SB: 560 as or VRH x VRH I REM, VRH: NIA In -Swing NIL") x FB I All I 18 6'x7' 70t 350 ML: 3/4 ML: 735 FB: I 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 constructio, F LE 00F Lock -Seam Construction D-Series; 16,18 or20 Gage Face Sheets E-Series (Embossed); 16,18 or20 Gage Face Sheets DSS-Series (Stainless); 16 or 18 Gage Face Sheets Honeycomb, Polystyrene, Polyisocyanurate or Mineral (TRR) Cores Stiffnp.qq r.inqq- T (1 A i A A i A r.A�P) v(7n rz.�.) Vertically Stiffened Construction H orSW-Series 14 or 16 Gage Face Sheets Welded Vertical Stiffener Core Stiffness Class: I Latching Device Legend CYL: Cylindrical lock or latch MEH: M rtise exit hardware SPL : Single point latch DB Dead bolt ML : Mortise lock or latch VRH: Vertical rod exit hardware �13 FI us h bolt REH: Rim exit hardware ICL Interconnected lock or latch SB : Surface bolt C 20 20 DATE - All doors are tested, UL Listed, Certified and labeled to TAS 201(1994), TAS-202(1994), TAS 203(1994) ASTM E330-02, ASTM El 886-05, ASTM El 996-05 and ANSI A250.13-03 - Glass lights and louvers are permitted in doors up to and including +/- 70 psf Design Load ��ssion & Polyl added — 111 Flush Bolt applications added WINDSTORM RESISTANT DOORS 101 FBC Submission - SIZE AND RATING LIMITATIONS - DESCRIPTION REMSIONS DATE: 10/10 1 SHEET: 1 A C EXTERIOR SWINGING DOOR 'ASLP/0, /IN ACCORDANCE WITH ANSI A250.13 WINDSTORM RESISTANCE S STIF�JESS 19S. r _IN6 I �,:LA 35 eio FT 'FF SS CLA 4�3 @UDL ;0 IMPA I R TING ' 3, !LBS T DESIGINAD TING: PSF L 17UN RODUCT CO FOR STOASTME DIE1886/E1996 R(�930-5209B -201,,PA_20 PA- 3,TAS-201, S-202, TAS-203 Fleming n r H D G E F A N M L TP INDUSTRIE 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/scriibed 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" FLEMING- BARON DOOR WINDSTORM RESISTANT DOORS - UL DOOR LABEL DETAILS - DATE DESCRIPnON REVISIONS DATE: 10/10 SHEET 2 errnitted WaU Tpes &Anchorage ?, E E_ 0 4) 0 0 49 2 E=: = x 0 a5 E— E= 0 Latching Strike Prep 0 M 0 'Eii 4) z 0, 05 2 U) CYL:SMLASAorUNL KD ML: MUNL +/-60 350 3 x T MEH: ASA FW CYL: ASA ML: ASA KD +65/ 350 4� X 7 (*2) REH: RIM FW -70 Out-S%ing CYL: ASA LYL+CB:ASA+AS*LorArA+SMI.AS*L KD 1*2) ICL: SMLASA + SMILASAW FW +/_ 7o &go 3! x r .E- REH: RIM U) ML: ASA REH: PJM KD +/-70 350 4!xg VRH: WiS FW E M CYL: ASA or SIVLASA KD +/-60 350 3!x7 LL FW 0 In-SWrig C(L+DB:ASA+AS*LcrAS4k+ SMAS*L KD :2 ICL:SMASA+SAAS*L +/-70 350 aX7 U) A ML: ASA FRBi x Rem HM Mullion: HR FW 65 350 UxT('4— GYLx SB: WHS KID -+/- +651 350 gxrr�) NIL x SB: MFIS FW -710 CYL + DB x FB: MFIS KD +651 350 6x7 Out-SWng PN -70 4 4 E2 .Ri KD a_ MI_xFB: WS FW +/-70 350 UX7 ML x SIB: MHS KD VRHxVRH:MIHS +1-70 350 9XI3 REH x Pem Hardmwe Mullicn HR FW I ng MLxFB:MHS KD FW +/-7. 3501 6x7 4 1 All franes are tested UL Usted. OBMed and labeled to TAS 20109M. TAS 20211994). TAS 203(19941. ASTM E330-M ASTM E1886-05, ASTM E1996-05 ard ANSI A2MI13-03 *1: See Sheet #s 7 and 9 for wall anctior requirements *2 Meets the HVHZ requirementsibrAir and W3ter Infiltration CrAS 202). Framemustbe FW(fbce melded) construction. Requires Pemk:) # 316CR or National Guard# 130MAjarrb and head gasket Pemko #20D1AVor Naticnal Guard #95ON fh�hnW nnri f� mim P�kn q7rfP t..1 Latching Device Legend CYL Windrical lock or latch ICL Interconnected lock or latch REH :Rme)dthardvare DB Dead bolt MEH IVIortise exit haTdw&e SB Surface bolt 1713 Rush bolt lVL Mortise lod(or latch VRH Vertical rod EDdt hardNare Strikes and Preparations Legend lVbrdse head strike for 2-W'x1-1/V'Iipped ASA :4-7ffl'x1-114'Iippedshike WIS Aushorsurfambdtorverl SMLASA : strike rod e)d hardwe ASANL 4-7/8" x 1-1/4'non4ipped 4-7ff'x 1-1/4'electro- MUNL mechanical device for 2-W'x 1-1/9'riDn4ipped SMLASANL: strike mortise lock or latch strike HR Head reinfordng for Surface strike for Hm EDdt R M 4-719'x 1-1/4!'decIpD- UNL me&anical device for removable mullion I hardware I cylindrical lock or latch 1 1 Oct 2011 FBC Submission —Flush Bolt opplicotions odded 0 1 Oct 2010 FBC Submission DATE DESCRIPTION REVISIONS WINDSTORM RESISTANT 3-SIDED FRAMES - SIZES AND RATING LIMITATIONS - DATE: 10/10 1 SHEET 3 Permitted Wall Configuration Types & Anchcrage�') M E .2) ai a) - E x z- 12 tE -r -0 M U 0 M X W W Q 0 t E Z E E X I- 0 CL 0 C4) Latching 0 X M a LM M M .9 RE X M M M 0 0 4) 0 0 Strike Prep L) 2 of -.-:i W Z' 0' :5 -z: 05 8 CYL: ASA, SMLASA or UNL ML: ASA or MUNL ICL: SMLASA + SMLASANL FW +/-60 350 Tx 7' REH: RIM (10' 2') Out -Swing MEH: ASA a) VRH: MHS E G ML: ASA [2 LL (0 REH: RIM FW +/-60 350 Tx 8' VRH: MHS (10.1 CYL:ASAorSMLASA 12 In -Swing ML:ASA FW +/-60 350 Tx 7' ICL: SMLASA + SMLASANL (10'2') I CYL x SB or FB : MHS FW +/-60 350 6'x 7' MLxFB:MHS 'Fu Out -Swing MLxSB:MHS Q- VRHxVRH:MHS FW +/-60 350 6'x 8' REH x Hardware Mullion: HR (10.) CYL: ASA or SMLASA ML:ASA ICL: SMLASA + SMLASANL FW +/-60 350 Tx 7' REH: RIM Out -Swing MEH:ASA VRH:MHS E ML:ASA [2 65 REH: RIM FW +/-60 350 Tx 8' LL VHR:MHS (1218" x 10') .2� .2) CYL: ASA or SMLASA Tx 7' In -Swing ML:ASA FW +/-60 350 (4- U-) ICL: SMLASA + SMLASANL MLxFB:MHS FW +/-60 350 6'x 7- (12'81, x 10') Out -Swing MLxSB:MHS VRHxVRH:MHS FW +/-60 350 6'x 8' REH x Rem Hardware Mullion: HR (12. 8" x 10') Not No, FW +/�60 1 350 Rabbet Not Applicable z 1 Applicable Appli ble (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 Vs 8 and 9 for Wall Anchor requirements *4 : See Sheet # 3 for Latching and Strike Prep Legends tip fa 91111 1 1 1 Oct 2011 FBC Submission - Flush Bolt applications added WINDSTORM RESISTANT TRANSOM, 0 Oct 2010 FBC Submission SIDELIGHT & WINDOW FRAMES # DATE DESCRIPTION SIZE AND RATING LIMITATIONS - REVISIONS DATU 10/10 1 SHEET 4 IF lr� Fr- 91 �l 11 11 11 11 11 11 It It it it r FF-- 11 11 11 77T"ll IL IL IL J1 11 r =-7-L: :1717=1 0 1 Oct 2010 FBC Submission If I DATE DESCRIPTION REVISIONS L F 11 11 11 11 11 LL�—LL�—A A ��—jj 'L -JL J -JI WINDSTORM RESISTANT TRANSOM, SIDELIGHT & WINDOW FRAMES - TYPICAL ELEVATIONS - DATE: 10/10 1 SHEET 5 we] A C au EXTERIOR DOOR FRAME, TRANSOI 4P SIDELIGHT OR WINDOW FRAMM j INACCC DAN WIU,ANSIA250.1 W,!t IST&E MR STANCE� @UWL IMPAC RATING: 350 kT-Lq F 15RE DESIGNLO RATIN : ! I Lr [Q�RODU,CT CONFoRlIS TO ASTM E3301 E`18861'�"`N �0 R `7 7 PA-202-7-TAs-201 - 102' T103 H G D F E ARON Meta Indust! nes ne. -BARON DOOR 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 Label Size : 1 " x 3.75" DESCRIPTION REVISIONS WINDSTORM RESISTANT FRAME PRODUCT - UL LABEL DETAILS - DATE: 10/10 1 SHEET 6 1 4'0" Maximum 8'0" Maximum U U 10 M < p ona xe or Removable HM Mullion cn or Hardware Mullion 0 - - - - - - - - - - E 0 oil E M < 0 all U) 0 11 oil I U 11 OD- - - - - - - I X ail SINGLES PAIRS Partition Type Jamb Anchor Type "A" "B' "C" Securement Requirements Welded CSA 6" 24" 5' (4) #8 x 1" wood or drywall screws per Wood Stud wall anchor (1) 3/8" 0 x 6" lag bolt per anchor with Welded EWA 6" 24" 6" 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 iambs 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. (1) 3/8" 0 x 6" expansion she[] 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" 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 0 Oct 2010 FBC Submission # DATE DESCRIPTION WINDSTORM RESISTANT 3-SIDED FRAMES -ANCHORAGE & PROFILE REQUIREMENTS - DATE'. 10/10 SHEET -7 —X 3'Max ;( 0 2 r_1 E X 0 < E 6 C3 512 E > Co ge ry 0 E R, > V-13"Wide > V-6"Wide 11-6. M I . E +2" �L2- 2 � 2 �- 3: k1l dimensions shown are maximums - Jamb anchors are equally spaced *1: Floor anchors adacent to iambs and vertical mullions may be provided in lieu of EWA preparations and guides For transom, as or sidelights meeting all the dimensional iimnations shown at the left, wall anchorage shall be as shown in the table below. See the bottom section of this drawing for methods of securement for each anchor and partition type. Partition Type Jamb Anchors "K "B' C. Wood Stud CSA or EWA 6" 96"Max 4 Steel Stud CSA Structural Steel Welded Steel Shims > 96" 5 Existing Masonry or Concrete EWA New Unit Masonry -r'orWire 'u 96" Max 3 I > 96" 1 4 For transom frames, sidelights or windows exceeding any of the dimensional limitations shown above, jamb, head and sill anchorage shall be as shown in the tables below. See the bottom section of this drawing for methods of securement for each anchor and partition type. Partition Type Jamb Anchors W "B" C. 'D' Wood Stud, Existing Masonry or Concrete EWA 12" 8" < 60" 3 4 96" Max 6 > 96" 6 New Unit Masonry T. 16" 16" 48" Max 2 64" Max 3 < 80" 4 96" Max 5 114"Max 6 > 114" 7 Structural Steel Welded Steel Shims 5. 5. 40" Max 2 1 < 7Z' 3 M 11L2" > 1 51 Partition Type Head Anchors Sill Anchors Wood Stud EWA EWA Existing Masonry or Concrete EWA or or Now Unit Masonry Welded Steel Shims or Floor Anchors (*I) Structural Steel Welded Steel §hims Jamb or Head Anchor Type Partition Type Securement Requirements Combination Stud Anchor (CSA) Wood or Steel Stud (4) #8 x I" wood or drywall screws per anchor Welded I or 2-Plece Type Wood Stud (1) 3/8" x 6" lag bolt per anchor Welded Existing Wall Anchor with a minimum of 2-112" engagement into studs (EWA) Guides; Pipe and Spacer or Butterfly Type Existing Unit Masonry (1) 3/8" x 6" expansion shell anchor or 3/16" x 6" or Poured Concrete concrete screw per anchor with a minimum of 2-1/2" engagement into wall Welded Steel Shims Steel shims secured to jambs and/or heads with 3/16" x 2" x (Jamb Depth + 1-114") x 12 Ga Structural Steel I" 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, IN'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 I I WINDSTORM RESISTANT TRANSOM, 0 Oct 2010 FBC Submission SIDELIGHT & WINDOW FRAMES -ANCHORAGE & PROFILE REQUIREMENTS - DATE: SHEET 401�� Z-�-� )*m Loose "T" Anchor Loose Wire Anchor ANCHORS FOR NEW UNIT MASONRY PARTITIONS "Butterfly" Type "Pipe & Spacer" Type WELDED EXISTING WALL ANCHOR GUIDES (EWA's) FOR EXISTING WOOD STUD, EXISTING UNIT MASONRY AND POURED CONCRETE PARTITIONS C�F� d� 30 1 —Piece Type 2—Piece Type Combination Stud Anchors WELDED WALL ANCHORS FOR WOOD OR STEEL STUD PARTITIONS "Z" Type Anchor Welded 12 Gage Steel Shims WELDED WALL ANCHORS FOR STEEL STUD PARTITIONS WALL ANCHORS FOR STRUCTURAL STEEL PARTITIONS MNDSTORM RESISTANT FRAME PRODUCT ANCHOR ILLUSTRATIONS - 0 1 Oct 20101 FBC Submission # DATE I DESCRIPTION REVISIONS DATE: 10/10 1 SHEET 9 n .11 .58 .375 .58 .11 #6 x 1.5 Oval Hd Tex Screws at 9.75" OC max for Lights 25 Thk Polyc rbonate xceeding exposed glass of 10" Glazing Material width, 22" ht, 100 sq. in. area. or Design Load greater than 65 psf. 'GE Silicone 11' caulk 20 Gage or .125 x .5 Closed Cell Foam Tape on each side Snap —in Stop of glazing LO 'G or Fo n T A LL --------- I �r I U) U) Ln Tack —Weld Vertical to Horizontal Trim in Glazing Space at Each Corner 20 Gage 8 Go Face Triim/Integral Stop, Sheet (Min.) 1.75 4.5 Min 6 32 Max 10 Min ExDosed 6 ExpM x I 10s:d F17in Width E- S 100 Sq. In. 1344 Sq. In. Max Area Maximum per Leaf 0 Q. , Exposed (Multiple X = Lights Not iq C-4 CL 4) Uj Glass Area C-4 X X 4) per Leaf Permitted) (Multiple Cq Lights Permitted) (o S SnGp—In III Screw Fixed III Removable III Snap -In III Stops III Removable III III stops III Design Load: C-4 S Design Load: --------- CO � Impact Rating: 350 ft lbf 1+/- 65 psf Max.1 L 70 psf Max YANDSTORM RESIMANT DOORS 0 Nov 2010 FBC Submission — GLAZING KIT DErAILS — # DATE DESCRIPTION REVISIONS DATE: 11/10 SHEET 10 18 Gage Glazing Trim & 20 Go Removable Glazing Stops jimpact Rating: 3 As Dow 125 Thk x .5 Closed Cell Foam Tape Each Side of Glazing 188 91, 188 1 x 1.L5 Oval Hd Tex S.� a 9.75 OC Max I FAR 'A � — U., IOWA Sides of Cutout 18 Go Face Max M C vw'� C v" �,U�� vv1U 5 Li to 1602 Sq. In. 1344 Sq. In. Maximum Maximum 0 Exposed 0 :2 Exposed 0 Glass Area WX Glass Area .0m per Leaf X per Leaf (Multiple (Multiple > Lights Lights Z Permiftedy Permitted) .E X X M -A IDesign Load: Design Loa +/— 60 psf Maxi 70 psf VANDSTORM RESISTANT DOORS 20101 FBC Submission — GLAZING Kff DETAILS DESCRIPTION REVISIONS DATE: 11/10 SHEET 0 0 0 Exterior View Interior View 0 Louvers must be UL Windstorm -Rated under Category ZHLL Louver manufacturers 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 (Sea Note below) - Marker WLV60 / Pemko LV-WS UL Listed louvers with Security Grille requirements shown - Louvers 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 V Security Grille Single In -Swing: Xx 7' on Exterior Side Max. Norn. Louver Size: 34" x 78" ......... coo a Goo ODD a DODD Minimum Stile and/or Rail: 6" coo 0 DODD ODD a DODD Impact Rating: 350ftlbs Dan a nagn 000 a no a Max. Design Load Rating: 70 psf 00.0000000 0000000000 0000200000 0000 OUGOO 0000 , OGOOO DODD ODOOD C11 0000 OUGOO 00000 GOOD 00000,00'a DOODHOU'D DOODO Do 0 18 Ga Surround Channel 090.000000 0,00000000 PdI 4 Sides of Cutout DMOMMODOOD 1.656" 18 Ga Face 1 "75' Sheets (Min.) 0900020000 a 000 DOUG I _j WINDSTORM RESISTANT DOORS LU DUALS - 0 Nov 2010 FBC Submission # DATE DESCRIPnON REMSIONS DATE: 11/10 SHEET 12 1 Dow Corning 995 or GE SSG4000 Structural Silicone 1 Sides of Cutout 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. *2: 3/4 Hour - 23"W, 63"Ht. and 1219 Sq. In. Area Max. Vertically sliffened doors (ref. R8930, Val 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 prepared at the factory or secondary manufacturing location Vetrotech Keralite Ultra 90 HI or Vetrotech Swissflarn 45 H1 oc 18 Go Face 1219 Sq. In. Maximum Exposed X w 4D M Glass Area X per Leaf Design Load: +/— 70 psf Max Fim—pact Rating: 350 ft VANDSTORM RESISTANT DOORS — GLAZING Krr DEMLS — DATE DESCRIPTION REVISIONS DATE: 01/12 1 SHEET 13 in ZHCW.R8930 - Swingin� 9:24:58 AM Page I of 2 ONLINE CERTIFICAIJONS DIRECTORY ZHCW.R8930 Swinging Doors, Exterior Pacte Bottom Swinging Doors, Exterior see General Taomation for Swinging Doom. Exterio FLEMING-BARON DOOR PRODUCrS R8930 101 ASHBRIDGE CIR WOODBRIDGE, ON L4L 3RS CANADA Min Latch Design Latching Latch Throw Strength Max Stiffness I Load Impact Hardware Min Min I Model Configuration Size Class (Psf) Rating TVpe (in.) (lbf) (ft-lbs) D, E Single - Out- 3-0, V /-So 35D Cylindrical 1/2 525 Swing 7-0 D, E Single � Out- 3-0, v +/-50 3SO Mortise 1/2 525 Swing 7-0 0, E Single - Out- 3-0 v +/_50 350 Rim Exit 1 N/A N/A Swing 7-0' D, DSS, Single - Out- 3-0, 1 +/-60 350 Mortise 1 1/2 630 E, H, SW Swing 7-0 D, DSS, Single - Out- 3-0, 1 +/-60 1 3SO Mortise Exit 1 NIA N/A E, H SW Swing 7-0 D, DSS, Single -Out- 3-0, 1 +1-70 350 Cylindrical, 1/2: 735 E, H, SW Swing 7-0 with or I Cylindrical without Latchl: Opt. I Dead Bolt Dead Bolt D, DSS, Single - Out- 3-01 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, 1 350 Cylindrical 1/2 910(+65); DSS, H, Swing 7-0 1+651- 70 980(-70) SW D, E, Single - Out- 4-0, 1 +65/- 350 Mortise 3/4 910(+65); DSS, H, Swing 7-0 70 I 980(-70) Sw I D, E, Single - Out- 4_0' +65/- 350 Rim Exit N/A 910(+65), DSS, H, Swing 7-0 I 70 980( I SW D, E,. Single - Out- 4-0, 1 +65/- 350 Vertical Rod Exit N/A 910(+65); DSS, H, Swing 7 I 70 980(-70) SW D, DSS, Single - Out- 4-01 1 1 +/-70 350 Mortise 3/4 1120 H, SW Swing 8.0 D, DSS, single - out- 4-0, 1 +/ 70 350 Rim Exit N/A N/A H, SW Swing 9-0 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- 3-0, 350 Cylindrical 1/2 E, H, SW Swing 7-0 mhtml:file:/A\10.246.36-18\users\bbullev\2010 FBC ZHCW-R8930 - Swinp-i--- 3/1/2019. ZHCW.R8930 - Swingin-- -, 9:24:58 AM Page 2 of 2 D, DSS, Single - In- 3-0, 1 1 +/-60 1 350 Mortise 1 3/4 630 E, H, SW Swing 7-0 1 D, OSS, Single - In- 3-0, 1 +1-70 350 Cylindrical 1/2: 735 E, H, SW Swing 7-0 with Dead Salt Cylindrical Latchl: Dead Bolt D, DSS, Single - In- 3-0, 1 +1_70 350 Interconnected 1/2: Active 735 E, H, SW Swing 7-0 Latch 1: Opt. Dead Bolt D, DSS, Single - In- 3-0, 1 +/-70 350 Mortise 314 735 E, H, SW Swing 7-0 D, DSS, Pair - Out- 8-0 ' I 1 1+/-6 350 Rim Exit with N/A N/A E, H, SW Swing 7-0 Rem HM Mullion D, DSS, Pair - Out- 6-0, 1 +65/- 350 Cylindriml 1/2 Latch, I Latch: 683, FB: E, H, SW Swing 7-0 70 1 with Deadbolt X DB, FB 342 each (+6S); Flush bolt Latch: 735, FB: 368 each (-70) D, DSS, Pair - Out- 8-0, 1 +65/- 350 Cylindrical 112 Latch, Latch: 910, SB: E, H, SIN Swing 7-0 70 x Surface Bolt 3/4 SB 455 each (+65); Latch: 980, SB: 490 each (-70) 0, DSS, Pair - Out- B-0, 1 +/-70 350 Mortise x 3/4 Latch, SPL:1120SB: H, SW Swing 8_0 Surface Bolt 3/4 SB 560 each D, DSS, Pair - Out- 6-0, 1 +/-70 359 Mortise X Flush 314 Latch, I Latch: 735, FB: E, H, SW Swing 7-0 bolt , FB 368 each D, DSS, Pair - Out- 8-0 1 +/-70 350 Rim Exit with N/A N/A E, H, SW Swing 8-0, Hardware Mullion D, DSS, Pair - Out- 8_0 , 1 +/-70 350 Vertical Rod Exit N/A N/A E, H, SW Swing B-0 I D, DSS, Pair - In -Swing 6-0, 1 +/-70 1 :h: 73 E, H, SW 7-0 1 each Doom may be glazed with a windstorm resistant glazing material with a design load and Impact rating the same or greater than the ratings present for the door. Louvers am available on doom up to +70 psf. Products also tested to TAS 201, TAS 202, TAS 203, PA 201, PA 202, P4 203, ASTM 15330, ASTM E1886 and ASTM E1996 Last Updated on 2all-12-29 Questions? Print this pacr Notice of DisclaTme Page Top @ 2012 UL LLC The appearance of a company's name or product In this database does not in Itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Usted and covered under U12s Foll,w-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and In a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement 'Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice In the following format: "Q 2012 UL LLC". mhtml:file:/A\10.246.36.18\users\bbullev\2010 FBC ZHCW-R8930 - Swind... 3/1/2012 ZHDL.R8931 -Door Frar- — 9:26:01 AM N Page I of 2 ZHDL.RS931 Door Frames Pace Bottom Door Frames See General Information for Door Frames FLEMING-BARON DOOR PRODUCTS 101 ASHBRIDGE CIR WOODBRIDGE. ON L4L 3RS CANADA R8931 Impact Design Load (ft- Model Configuration Wall Type Max Opening Size (Psf) lbs) 3-Sided Single - In -Swing Drywall and Wood or Metal Stud 3-0,7-0 +/-70 3SO Frames (new or existing), Masonry (new or existing) and Structural Steel Single - Out -Swing Drywall and Wood or Metal Stud 4-0,8-0 +/-70 3SO (new or existing), Masonry (new or existing) and Structural Steel Palm without Mullion - In- Drywall and Wood or Metal Stud 6-0,7-0 +/-70 350 Swing (new or existing), Masonry (new or existing) and Structural Steel Palm with or without Drywall and Wood or Metal Stud S-0,7-0 +/_65 3SO removable hollow metal (new or existing), Masonry (new mullion - Out-SwTng or existing) and Structural Steel Palm with or without Drywall and Wood or Metal Stud 8-0,8-0 +/- 70 350 hardware mullion - Out- (new or existing), Masonry (new I Swing or existing) and Structural Steel Transom Single - In -Swing or Out- Drywall and Wood or Metal Stud 3-0, 7-0 (Door)10-2 (Max +/-60 35a Frames- Swing (new or existing), Masonry (new Door + Transorn Ht) or existing) and Structural Steel Single - Out -Swing Drywall and Wood or Metal Stud 3-0, 8-0 (Door)10-0 (Max +/-60 350 (new or exisdng)r Masonry (new Door + Transom Ht) or existing) and Structural Steel Pair -without mullion Out- Drywall and Wood or Metal Stud 6-0, 7-0 (Doom)10-2 +/-60 350 Swing (new or existing), Masonry (new (Max Door + Transom Ht) or existing) and Structural Steel Palm with or without Drywall and Wood or Metal Stud 6-0, 8-0 (Doom)10-0 +/-60 350 hardware mullion - Out- (new or existing), Masonry (new (Max Door + Transom Ht) Swing or existing) and Structural Steel Sidelight Single - In -Swing or Out- Drywall and Wood or Metal Stud 3-0, 7-0 (Door)4-6 (Max +/-60 350 Frames- Swing (new or existing), Masonry (new O/A Unit Width) or existing) and Structural Steel Single - Out -Swing Drywall and Wood or Metal Stud 3-0, B-0 (Door)12-8, 10- +/-60 350 (new or existing), Masonry (new 0 (Max O/A Unit Size) or existing) and Structural Steel Palm without mullion - Out- Drywall and Wood or Metal Stud 6-0, 7-0 (Doom) 12-8, +/-60 350 Swing (new or existing), Masonry (new 10-0 (Max O/A Unit Size) or existing) and Structural Steel Palm with or without Drywall and Wood or Metal Stud 6-0, 6-0 (Doom)12-8, 10- +/-60 350 hardware mullion - Out- (new or existing), Masonry (new a (Max O/A Unit Size) Swing or existing) and Structural Steel Hollow Metal Fixed Drywall and Wood or Metal Stud 12-8, 10-0 (Max O/A Unit +/- 60 3SO Window (new or existing), Masonry (new Size)6-0, B-10 (Max mhtmi-file-/A\10-246.36.19\user.q\bbullev\2010 FBC ZHDL-R9931 - Door Fr.. 3/1/2012 ZHDL.R8931 - Door Fray.lnp_-� 9:26:01 AM Page 2 of 2 Frames- or existing) and Structural Steel I Individual Light Opening) Frame to be glazed with a windstorm resistant glazing material with a design load and impact rating the same or greater than the ratings presented for the frame. products also tested to TAS 201, TAS 202, TAS 203, PA 201, FIA 202, PA 203, ASTM E330, ASTM E1686 Ind A57M E1996 Last Updated an 2012-01-05 Ouestions7 Print this page Notice of Discialme Paae Too (1) 2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so Identified have been manufactured under UVS Follow -Up Sei�vlce. Only those products bearing the UL Mark should be considered to be Usted and covered under UL:s Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented In their entirety and In a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UV must appear adjacent to the extracted material. In addition, the reprinted material Must include a copyright notice In the following format: "@ 2012 UL LLC". mhtml:file:/A\10.246.36.18\users\bbullev\-2010 FBC ZI-IDL-R8931 - Door Fr... 3/1/2012 ZHDL.R8931 - Door Frav, , 9:26:01 AM Page 1 of 2 ZHDL.RS931 Door Frames Pane Bottom Door Frames See General Information for Door Frames FLEMING-BARON DOOR PRODUCTS 101 ASHBRIDGE CIR WOODBRIDGE, ON L4L 3R5 CANADA R8931 Impact Design Load (ft- Model Configuration Wall Type Max Opening Size (Psf) lbs) 3-Sided Single - In -Swing Drywall and Wood or Metal Stud 3-0, 7-0 +/-70 350 Frames (new or existing), Masonry (new or existing) and Structural Steel Single - Out -Swing Drywall and Wood or Meta( Stud 4-0,8-0 +/-70 350 (new or existing), Masonry (new or existing) and Structural Steel Pairs without mullion - In- Drywall and Wood or Metal Stud 6-0,7-0 +/-70 3SO Swing (new or existing), Masonry (new or existing) and Structural Steel Palm with or without Drywall and Wood or Metal Stud 8-0, 7-0 +/-65 350 removable hollow metal (new or existing), Masonry (new mullion - Out -Swing or existing) and Structural Steel Palm with or without hardware mullion - out- Drywall and Wood or Metal Stud (new or existing), Masonry (new 8-0,8-0 +/-70 350 Swing or existing) and Structural Steel Transom Single - In -Swing or out- Drywall and Wood or Metal Stud 3-0, 7-0 (Door) 10-2 (Max +/-60 350 Frames- Swing (new or existing), Masonry (new Door + Transom HQ or existing) and Structural Steel Single - Out -Swing Drywall and Wood or Metal Stud 3-0, B-0 (Door)10-0 (Max +/-60 350 (new or existing), Masonry (new Door + Transom Ht) or existing) and Structural Steel Pair -without mullion Out- Drywall and Wood or Metal Stud 6-0, 7-0 (Doors)10-2 +/-60 350 Swing (new or existing), Masonry (new (Max Door + Transom Ht) or existing) and Structural Steel Palm with or without Drywall and Wood or Metal Stud 6-0, 8-0 (Doors)10-0 +/-60 350 hardware mullion - Out- (new or existing), Masonry (new (Max Door + Transom Ht) Swing or existing) and Structural Steel Sidelight Single - In -Swing or Out- Drywall and Wood or Metal Stud 3-0, 7-0 (Door)4-6 (Max +/-60 350 Frames- Swing (new or existing), Masonry (new O/A Unit Width) or existing) and Structural Steel Single - Out -Swing Drywall and Wood or Metal Stud 3-0, B-0 (Door)12-8, 10- +/-60 350 (new or existing), Masonry (new 0 (Max O/A Unit Size) or existing) and Structural Steel Pairs without mullion - Out- Drywall and Wood or Metal Stud 6-0, 7-0 (Doors) 12-8, +/-60 350 Swing (new or existing), Masonry (new 10-0 (Max O/A Unit Size) or existing) and Structural Steel Palm with or without Drywall and Wood or Metal Stud 6-0, 8-0 (Doors)12-8, 10- +/-60 350 hardware mullion - Out- (new or existing), Masonry (new 0 (Max O/A Unit Size) Swing or existing) and Structural Steel �Hollow Metal Window Fixed Drywall and Wood or Metal Stud (new or existing), Masonry (new 12-8, 10-0 (Max O/A Unit Size)6-0, 8-10 (Max +/-60 350 mhtml:file:/A\10.246.36.18\users\bbuiley\2010 FBC ZHDL-R8931 - Door Fr... 3/1/2M ZHDL.R8931 - Door Fraj', 9:26:01 AM Page 2 of 2 1 Frames- I or existing) and Structural Steel I Individual Light Opening) I I - Frame to be glazed with a windstorm resistant glazing material with a design load and impact rating the same or greater than the ratings presented for the frame. Products also tested to TAS 201, TAS 202, TAS 203, PA 201, PA 202, PA 203, ASTM E330, ASTM E1886 and ASTM E1996 Last Updated on 2012-01-05 Ouestlons7 Print this paae Notice of Disclaimer Page Top @ 2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under Ul2s Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under Ul2s Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions; 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleadlng manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: '@ 2012 UL LLC". mhtml:flle:/A\10.246.36.18\users\bbulley\2010 FBC ZHDL-R8931 - Door Fr... 3/1/2012