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HomeMy WebLinkAboutProduct Approval; Sectional Exterior Door AssembliesFlorida Building Code Online Page 1 of 6 sin s• P Sfe,�ss.�.at Reg a itin� � !�-� - �ia$Tn.. 'rd -osalbhe �R'fteervh"oefF.nlJ.sldlh �nrffn9E1` ®r, r Product Approval USER: Public User i prMncr Aon,mal Menv> pmdutt er Meliutien SaarcM1> Aonllmt on Us[> ApPliratien FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL16546-1111 Revision 2017 Approved SHOP STAMP REVIEW Review Is for general compliance with the Construction Documents. Responsibility for correctness of dimensions, details, quantities and safety during fabrication Ties solely with the contractor. I[ No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak D Rejected: 11/22/19 Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwestemeld@clopay.com Scott Hamilton shamitton@clopay.com Exterior Doors Sectlanal Exterior Door Assemblies G®9*1 ON� Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Intertek Testing Services NA, Inc. - CA Entity 12/31/2020 Gary Pfuehler © Validation Checklist - Hardcopy Received L1 546 RII COI Certiffication of Indevendence of Validation Enti- Gary Pfuehler 2016-02-19 odf FL16546 R 1 COI Statement on Inde en e of Evaluationn1t ScottHamilton 2016-02-19.pdf Standard ANSI/DASMA 108 ANSI/DASMA 115 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Florida Licensed Professional Engineer or Architect Year 2005 2005 2005 2009 2002 1994 1994 1994 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgU... 10/23/2019 Florida Building Code Online Page 2 of 6 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page = a FL16546 Rl l Eauh, 20170809 - FBC - DASMA 108 ecuiv.odf FL16546 RII Eouiv 20170809 - FBC - DASMA 115 eguiv.odf Method 1 Option D 12/18/2018 02/13/2019 02/13/2019 04/16/2019 ® 0 Pagel/40 FL # Model, Number Or Name Description l 16546.1 Ol W5-16-HY PAN-2F353/6: 73, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 1500, 75, 76, 190, 84A, 94, 42, WINDCODE@ WS Garage Door 428, 48, 48B, 55, 4F, 4RST, 6RST, 4RSF, 6RSF, GOSS, GDSSV, GRSS, GRSSV, AR55, ARSSV, ED55, EDSSV Limits of Use Installation Instructions Approved for use In HVHZ: No FL16546 Rll li 101922-A-RevI5.ndF Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL16546 R31 AE CBPC 131211-A.ndf Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: No Impact). 16546.2 02 WS-16-HY PAN-21`153/6: 73, Steel Pan (min. 25 ga.) Double -Car (97" to 16'0" wide) 1500, 75, 76, 190, 84A, 94, 42, WINDCODE® W5 Garage Door 42B, 48, 48B, 55, 4F, 4RST, 6M 4RSF, 6RSF, GOSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 RII 11 301922-B-RevI5.OdF Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other: The standard glazing available for this product meets FL16546 R31 AE CBPC 131211-0. DICE the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the Impact resistant requirement For windborne debris regions. 16546.3 03 WB-I6 PAN-2F443: GD45, GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- ED4S, AR45 Car (92" to 16'2" wide) WINDCODEB W8 Garage Door with Optional Impact -Resistant Lltes Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16546 R11 ll 304791-RevOS.adf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 RII AE CBPC 131211-A.odf glazing) or doors with optional Impact -resistant glazing are Created by Independent Third Party: No im - sistant (large missile Impact). 16546.4 04 W6-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 162" wide) 75, 190, 84A, 94, 42, 42B, 48, 48B, WINDCODE® W6 Garage Door with Optional Impact- 55, 4RST, 6RST, 4RSF, 6RSF, GOSS, Resistant Lites GDSSV, GRSS, GRSSV, AR55, ARSSV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R31 11 104710-A-Rev03.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Parry: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (%_ult): 170 MPH. Solid doors (no standard glazing) are Impact-reslstant (large missile Impact). FL16546 R11 AE CBPC 131211-A.Dd I Created by Independent Third Party: No 16546.5 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgU... 10/23/2019 Florida Building Code Online Page 3 of 6 05 W6-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2'to 16'2" wide) 75, 190, 84A, 94, 42, 48, 55, 411ST, WINDCOOE® W6 Garage Door 6RST, 4RSF, 6RSF, GOSS, GD5SV, GR5S, GRSSV, ARSS, AR5SV, EDSS, ED5SV Limits of Use Installation Instructions Approved for use In HVHZ: No FL16546 Rli Il 104710-B-Rev03.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: The standard glazing available for this product meets FL16546 RIl AE CBPC 131211-A.odf the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the impact resistant requirement for windborne debris regions. I 16546.6 06 W6-16 PAN-2F156: 76, 2RST Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wade) WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16546 R33 11 104710-A-Rev03.ndf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 R31 AE CBPC 131211-A.odf standard glazing) are Impact -resistant (large missile Impact). Created by Independent Third Party: No 16546.7 07 W6.16 PAN-2FI56: 76, 2RST Steel Pan (min. 25 ga.) Double -Car (9'2'to 16'2" wide) WINDCODE® W6 Garage Door Limits of Use Installation Instructions Approved for use In HVHZ: No FL16546 RIl It 104710-8-RevO3.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: The standard glazing available for this product meets FL16546 all AE CBPC 131211-A.odf the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the Impact resistant requirement For windbarne debris regions, 16546.8 08 WS-16 PANSP-21`353/C. 73SP, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 15SP, GD5SSP, GD5SSPV, 76SP, WINDCODEB WS Garage Door 76VSP Limits of Use Installation Instructions Approved for use In HVHZ: No F116546 all II 104818-A-ReV0I-slaned.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL16546 RII AE CBPC 131211-A.odf Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: No Impact). 16546.9 09 WS-16 PANSP-2F153/6: 73SP, Steel Pan (min. 25 ga.) Double -Car (97" to 16'0" wide) SSSP, GDSSSP, GD5SSPV, 76SP, WINDCODE® WS Garage Door 76VSP Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R31 II 104818-B-RevOl-sinned odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other: The standard glazing available for this product meets FL16546 Rll AE CBPC 131211-A.vdf the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the impact resistant requirement for windborne debris regions. 16546.10 30 W6-09 DSIE-IA171: 2050, 2051, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 2053, 4050, 4051, 4053, 62, 64, skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® 65, 62G, 62LG, 64G, SDP38, SFL38, W6 Garage Door SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16546 all 11 104814-A-RevOO.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-44 PSF Evaluation Reports Other. Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 RII AE CBPC 131211-A.odf glazing) are Impact -resistant (large missile Impact). Created by Independent Third Party: No 16546.11 11 W6-09 DSIE-I.A171: 2050, 2051, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 2053, 4050, 4051, 4053, 62, 64, skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® 65, 62G, 62LG, 64G, SDP38, SFL38, W6 Garage Door SRP38, 134, 135, 136, 6130, 6131, 6133 https://Roridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgU... 10/23/2019 al I d c � 71 JI 4 NEL EMBOSS DOORS J PANEL EMBOSS ➢ T2s GAGA 1 OF 4 'CLASSIC' SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND 'CLASSIC' ryn LONC PANEL ALSO APPROVED. SEE TABLES BELOW FOR DETAILS. ��l®Ill�l�l��l®I�UII®1�L�1� CY_�IIYr rr II II���IIISM—m1��111rl1 �LJ�Fe jLJl�l II� rrrll�ll� �Ir -F —r.�r F ter♦ 1 1G07011 Ii 1107011, 1 VI NNMW=I Fm-u'r 1'`ION' I I ��fE`SY"1.�3� 12 DOOR HEIGHT N OF SECTIONS UP TO TV' Y 7'3' TO 8'9' S 9'0' TO 10'6' 6 10'9' TO 12'3' ] 12'6' TO 1Y'D' 8 1 P3' TO 15'9' 9 16'0' 10 MAX SECTION HEIGHT 21' ENGINEER: IRTON. P.E. ■ R G ■ OPTIONAL GLAZING MY BE STANDARD OR IMPACT RESISTANT G INU. ONLY SHORT GLAZING IS APPROVED. SEE SECTION B-B ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) VIEW '8' (SEE SHEET THREE). VIEW "C' (SEE SHEET THREE). 16 GA END STILES ATTACHED TO DOOR SKIM I'M PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM k CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TDG-L-LOC SYSTEM. TWO POINT LOCKING. INTO TRACK. (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. 3 RO ER CARRIER P N A/ IIII// ADDED LONG PANEL OPTION. ONE STANDARD INIERM.EOATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & MIA) AND URETHANE ADHESIVE (ALONG CENTER). /^/\ EXTRA S9V MY BE STANDARD (SHORT PANEL) OR. COMMERCIAL (LONG PANEL). SEE TABLES BELOW. I GLAZING SHOWN IN TOP SECTION. ) (I INSIDE ELEVATIONS _w LL ( / 0120394) USED WRH 3- TRACK. SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE ONTO VERTICAL TRACK. gPSS.'NAISEq P. CMWA IK9GS Y IFQ N3,,u. P M. 9 T PANEL LEG PWIEL PS'8 O'9pST OTG. S [ VSri'm rwr PN¢ DED% VION1 MRWNIN, TON, 2INLE Mrt9x VILE5 [ R[q SECSIW OCR SMTIW 6CG SECT. DOD, N,,N -E. YY 10 910' 3 Y2. 10 N, 1 2 SCiI 10V iD 11.10' . 11'1. 10 M'10' 2 ] 9'Y i0 IOV' I2'0' To IY1P b iSa' 1¢'S J . 10-r io ITV' MV• ip IS'IP 6 FEE XpTE 9ELpV ISC#RDIx¢ E[IR.i 11%' i0 M'6' 3 1¢'0' ip "ISi1LCS @I LID( PNQL I061S 1[9. 10 1¢'Y EXTRA STILES FOR LONG —PANEL MODELS. "4DTO . N¢ G COafAOLL I. SIRES .EO on 15 NONE, M 11E T/8LE6 /80VE MESS'MW(PLML.QNIFA STYES MC I.R/Gg0 upFQlif B[AiCx 1HC [n� vF ttnrza 51PE5 wa ON¢S¢NNUL D 90Nl ON DIN) ON (4) 3/16 WV IYiENS DIN LY) Eb SXST NCiH $CAEVS. SLIDE BOLT LOCK ONE SNAP LATCH ON EACH SIDE OF DOOR. END ENGAGES INTO ETRE. VERTICAL TRACK ONE LOCK ON EACH SIDE OF DOOR. OUTSIDE KEYED ENO HANDLE STILE. Ix910E EupE BOLT INSIDE HANDLE LOCK OPTION. OIITSIOE KEYED LOOK WITH SNAP LATCHSNAP LATH LOCK OPTION, THIS DOOR MEETS OR ONCE THE DESIGN LMS FOR THE NLIIWTE mxD SPEEDS DS1ED BELOV1 ACCOREMG TO THE FLDMDA BUILDING CODE OR THE INTERNATIONAL WILDING CODE (BASED ON A9CE]-10) FOR THE FOLLOWING CONDITIONS: I) ENCLOSED BIAMANG. 2) DOOR HAS 2' OF WIDTH IN BVLUNG'S ENO ZONE 3) ANC ROOF SLOPE. ANDI a) TESTING IN ACCORDANCE WITH AM51/MSNA 108. SITE -SPECIFIC mcIAAWONS BY A OIIWFIED DESIGN PROFESSIONAL MY DIFFER. ULTIMATE WIND 155 Iw 17D IN 195 SPEED WM) EDPOSU2E CATEGMY B. C. D B. C. D B. C B. C B MEAN Rp6 HEIGHT 1. l5' 25' IS' 31Y I A . 3.031 .00 . 5.015 M-0 : 5.005 .0000 . s.00N :qrm � 31/2 IN Im END STILE OUTSIDE HANDLE. IJ9'�A LOCK BAR ENGAGES IN RACK ON EACH SIDE Of DOOR. OHISIDE KEYED LOCK WITH LO^K BARBAR LOCKINIINJJ.LO_KSz.. LO) HE ti- ,l CLOPAY 4 1 J Ir ;CD PANEL EMBOSS BOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS'DOORS SET' REVISIONS iA 1 25 GA 25 GA 24 GA PDDELS 25 GA 2 OF 4 REV. NO. ZONE: GATE: ECN NOTAPPVD: DESCRIPTION 98 QOPAY 'GALLERY' GD5S. GR5S 03 _ SH SEE REVISION HISTORY ON SHEET ONE. T 6RST 2RST 4f HpLMES 'ARTISTRY' ARDS 83 42. 42H IDEAL 'CARRIAGE HOUSE' ED5S SHORT I LONG FLUSH SHORT PANEL ENGINEER (VON. P.E. CENSE No. 63286 4 SOLID DDORS (NO GLAVN'G) OR ODORS 1'ATH OPTIONAL IMPACT-RESISTANI GLAZING ARE OPTIONAL DEB OR 1/8" ALYRLIC WES AVAILABLE. OPTIONAL ACRYLIC OWING IS IMPACT -RESISTANT. OPTIONAL INJECTION-MOLDEO POLYCARBONATE FROM FRAME AND PUSNOLRE OPT% OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WBH IBC/FTC GLAZING IS GE LEYNI 5U2432T. AN APPROVED CC2 PLASBC IN ACCORDANCE WITH 2606. IBC/FBC 2606 AND AN APPROVED Cl PIASTIC IN ACCORDANCE 1YITH FDIC261Z THE ENRRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE VM THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY WSTALIEO IN COMPL CE WITH THIS SECTION MEETS THE MND LOAD RECUREMENTS OF THE FLORIDA B DIND'CODE OR IMERNATIONAL BUILDING WIND LOAD REOUIRE.ENTS OF THE FLORIDA BUILDING CODE AND INTERHATIONAL BUILDING CODE 80 DOES NOT MEET THE IMPACT RESISTANT REWIREMENT FOR. MNOBORNE DEBRIS CODE AND IS URGE- AND SMALL-UISSILE IMPACT RESISTANT- REGIONS (REF. C ER 16 FOC/IBC). SECTION B—B (IMPACT —RESISTANT GLAZING OPTION I SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTIONI CEWL D FROM FRAME LUN. COATING ON i SURFACE. NOTE THAT FROMM FRAME IS NARROWERTTHAN ;T I IMPACT -RESISTANT FRAUE. A OPTO . DECNUIIVE IPf MULTIPURPOSE HIGH BOND TAPE $NM-W 4VSWf. (6ERYEEN fFANE AND FACADE). L DEWR M iROM FGOE GUSING� MOLDED INSIDE oaee� 1 RAl SILICONE SFl1INT WE RETAINER F1 PAN HEAD SC REIV E1WE0N F1U.xIE). (EISTEEL SUN AND (10 SC PER E). (10 SCREWS L .PACT RESISLWf 0 E-RECE mhCTM PODSTYRENE REUNHER FASTENED TO FRAME WRH MOLDED GE LfYAH (10) IS A 3/4- PM HERO MACNI.NE SCREWS SU12432T FRONT RNOE 4: GLAZING IMPACT —RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS 'DRAWING 104710-A DRAWING 104710-6 I V LCRINY V L� v- .0 3.031 .D0 = 2.015 .000 :.005 ADO = s.001 Oro.ea - x1/2 Inch. aolm aM.N. owuaws u2 w npF 3 ? 2 FLOM , k ME ME VINDLWD RATING A D DP36T EE TABLE FOR MODELS) E: MS DWG. T 2 OF s ISIZE Jj IBC FA11=1rF-LIEF IN :]I :\I 4 I J NEL EMBOSS DODRS 'CARRIAGE HOUSE' RAISED PAI HOLMES SHORT PANEL 3 OF G JAMB TO SUPPORTING STRUCTURE ATTACHMENT ROIT : 25 CA (0.019" MIN. THICK) _ 1 LOAD MWTHEIS TRANSFERREDTO THE TWK TRACK i0 THE DOOR COS STEEL SKIN 1 . NO LOAD MOTHEN M 3 6 V RRCMML SS(�E /2 DEi�IER)0IS WITH G-40 GALVANIZING, GALVANIZING. 1RANSFERNED 10 THE HORIZONTAL (TOP) JAVB. BAKED -ON ON PRIMER AND A 2. EACH MERDM JAMB SEES A M .IJ OMGN M0 OF N2B8 to h -336 I.S. PER IR'FAR BAKED -ON POLYESTER PAINTED FOOT OF JAMS. 3. ALL JAMB FASTENERS MAT BE (M ARE NOT REQUIRED TO BE) COUNTERSUNK TO PRO✓DE A TOP COAT APPLIED TO BOTH RUSH MOUNTING SERFAGE SIDES OF STEEL SKIN. 4. A 1/3 STRESS WCREASE FOR MIND LOCH WAS M MOD IN 1HE EALCUUMN OF AU_ M'ABM LO4D5 FOR AxCHORS ANO FASTENERS FOR STEEL CONCRETE AND MASd4RY. 2.6 JAMB TO SUPPORTING STRUCTUREATTACHMENT u. .U. ON -CENTER 06TAN[E STEEL DNIDWG TWE FASTENER TYPE BENe4Ex FASTENERS WA41ER5 REOIA0.E0+ W 1 f t-1 4 MN T R ]-1 1 O.O. 3DOC P51 L9N. CONCRETE 1 f x I M.W. EYBFD T wli C NCRET ANCHOR a 1, O-0. C014CRUI MBEO WU-IT — NTE Attvt ANCHOR - TWD M N • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN NNF OF THE NA%WUM ON -CENTER DLSTANCE. NK.NESF ANCHOR NSTALLED AT LEQT AS HIGH AS THE DOOR OPENING. CIDPAY DOES NOT SLPRY JAMB ATTA IIW FASTENERS M ARPR DISTARCE B EFN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK 2-1/27, EXUUONG STUCCO THICKNESS. ENGINEER: IILTON. P.E. 0 SHIP LAP JOINTS I r� 4 —, L VIEW "0" 4" TALL TAPER STRUT. 0.05p" MIN. GALV. STEEL, 50 K51. 'MIN. J14x5/8' SHEET META. SCREWS D O O O 1/4"x3/4" SELF 0 TAPPING SCREWS. 14 GA END HINGES 18 GA (MM.1 IMERMEDATF HINGE VIEW. •B• MI •C• 3 L I REVISIONS ): iDESCRIPTIOF SEE REVISION HISTORY ON SHEET ONE. 2" THICK (2) 12 GA. GALV. STEEL TOP ROLLER BRACKETS (2-1/2' x 5-3/8"). EACH BRACKET ATTACHED 1V/(4) 814x5/8" SHEET MET& SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4'xl/2" BOLTS AND NUTS PER BRACKET. 14 GA. MIN. GALV. ROLLER HINGE EACH HINGE FASTENED TO ENO STILES VJ/(4) #14x5/8" SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW "B ONE 4" T-STRUT PER SECTION. (SEE MEW EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"x3/4• SELF TAPPNG SCREWS. `12 GA MIN. CALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) 814x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION h VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) W V LC.0 - 4Asl .00 i.015 .000 s.00S AOOO . 2.001 Degree. 11/Z IC IC 1i= 1A 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 25 GA 24 GA CLCPAY 84A. 94 1 73. 75 76. 75L _ 98 IDEAL 4RST I 6RST 2RST 4F urn MFR e, eRR o. eaR -- -- I SNORT D ,MM TRACK CONFIGUFADON ABOVE THE DOOR OPENING WES NOT MMCI THE LNMV LOAD RATING OF TH6 WOR RS lip No TRACK CA OM DOOT P TO 80CBS.s, $- E 110 Olt 2 w; !7 —ODOR COUNTERBALANCE MTEY 13 CA GNM STEEL. FLAG BRACKET ATTACHED TO JAMB AM (3) 5/I6" X 1-5/9" LAG SCRCM1S .AND TO TP WITH (2) 1/4- RNETS. AS ROD`SRAGMO LIE 14' O.C. 6J 2' CALIF. STEEL TRACK. _ TRAGI TNCKNCSS: O.OBS. SD' �•/ W. 2-1/2' X 12 GA G&V. / STEEL TRACK BRACNEIS. ATTL O TO J B WBN (I) 24- 5/16' X 1-5/5' LAS SCREW PER TRACK BRK1(Ei. 10' 'A 4. OF 4 HORIZONTAL TRACK SUPPORT BY C DOOR INSTALLER RO SIN1. MB CONFIGURATION DOOR DOORS UP TO 800 LIE, NE GH ' 6=6 t' DOOR OVCRUP (EACH SOEJ STOP I=NO BY DOOR LVSTNLLFR DO SINi). 2 - 2.6 SYP 1ADW JAMB. SEE 16 Gl GALV. STEEL EEL SIRE JAMB PREPAFgION NOTE: IB GA GLLV. SIEEt DOUBLE ENO STILE A• CV. STEEL INTERN. STILE. 9 - Is OA GAIV. STEEL WER. 2-1/2" X R G1 GkV. STEEL i _ 1=0 4NV6S WITH 5/6- X 1-5/8' tAC SCREWS NOT TO EXCEED 14' ON-CEMER. YNL OF (9) w SCREWS RECIMED PER JA10 2 GALV. STEEL TRACK FASTENED TO 12 GA CALM STEM TRACK BPACKEfS NIIM EITHER 12) 1/e- OM, RIVETS OR (1) 1/4" X 5/8' DOLT e: NUT PER TRACK )RACRCT. NOTE 1RACK CONE= -NON IJOVE ME WOR OPENING DOES NOT AFFECT THE .JAMB CONFIGURATION RIND LOAD RATING OF THIS DOOR. DOORS 800 LOS AND OVER OWNS HANG 'NICKSECURED FOR DOORS.OVER.O' NIGH. 1 DOOR MINI (Gpf so 3' GLLV. TAPERED STEEL THICK AND AMGLE TRACK _M SYP NOW IAVD. SEE THICIWE55: D.101. MGM TWCNNESS: Dwo'. NORQOxTAL TRACK '(Aue PISPARATgN HDTC. MIN. ANGLE DINENSONS 3-I/C • 2-7/8% SUPPORT V DOOR VERTIUL/Hp.OZONMI'TI44T( l4' WWYW SPACViG (TD) �JUNCIION. iN'0 I/C B0.T5 IRON VSL 1lWNRNG 3-I/4• a 2-2/0' BOL NO.OW' TAPERED A,MDFS TOR EACH TRAGIC MOT TO TRACK NNLTgN ANGLE SEE LADBOLT YOYMING Sam_ ADOMONAL VOUMINO MOTS SPACED AT 12' CENTERS 0.101' THICK 3" CALM. STEEL TRACK FASTENED 13' ON CENTER ♦6' 34 NE / TRAIT( HILT AND NUT AT EACH YWMING MOT LWATON. I.. VERTICAL 22- TRACK LENGTH T 10 6t 1 s LBO L 7/16- M WUNO PIl$N NUT FASTENER. 14 G G&V. STEEL R0.1FR KNOBS FASTENED TO D9 MES W/(4) CMDH 1144/0- SHUT METAL SC EMS AND (2) 1/4' SELF TAPPING.SCREVS PER END HINGE C 2. ON, 2-1/2' LONG STEM. 10 BALL STEEL ROLLER MOTH STEEL OR NYLON TIRE. SEG C-C " BRAGMU (2-1/0' . 5-3/4" • 12 ) AMBS Ill OTHERS_ ATTAC EO MM (2) I/4 • 1/4- SELF TMAND SCRDYS NDTE THAT IHR BN ,(VS ME ALSO USER MINI -DOUBLE END STILE" AS SHOWN IN ZONE B-J SHEET 1. oOIIRLF TRArx LNW IOPTON (AVAIL BOTH FOR BOTH 2-- MD 3' TRAGK) E HORIZONLLL - TRACK r STOP YOKI BY DOOR NIMMER (TO SUIT). 15 GA p WLV. STEEL END STNE. /-18 GA. GALV. STEEL COUKE END STILL / c20 G0. YPL GALV. STEEL NI ME U 1 LI4 GA GALV. STEEL ROLLER HINGES FASTENS TO END SNLES w/(4) CACH 114s/3' SHEET METAL SCREWS AND (2) 1/4• SETS TAPPING SCREWS PER END HINGE. c u 1. OM: 8-1/2• LONG STEM BALL BEMtwG STEEL ROLLER, PREPARATION OF JAMBS BY OTHERS_ t. F u. rruY e. LONG PANEL: PAN-2F156 BE4GN LOADS: +36.0 P.S.F. & -42.0 P.S-F. PART NO.: N/AQUNA ' +54. P..F. L -53. P.S.F. .[ EES 8M5 VI BWItrCN ClopayYam' 450AD 80AW6 ON 450M-IBDSS.OJ1 vINDLBAD RATING „ = LiI. W 51 DP36T 5/16" • 1-5/9" LAG SCREW SPACED AT TINE SAME 3.015 7DUZ� 0 , NRI Cm45.T FN KA 51J-BT0-CM3ONE DESCRIPTION: 2' STEEL PAN OWNS 16'2Y1 (SEE TABLE FOR MODELS) DSMMCES AS TIE FRI BOLTS DX. 3-1/2'. t0". 22". 3♦', f.00546-. RC.). ADDITIONAL NG SCREM LOG1C0 AT t6". 28'. 4: 2.001 DRAWN BY: SH DATE: 11/l9/1 SCALE: Nis DWG.R40' mom WTIOLL TV/0 V.O SCREWS ALSO LOCATED ABOVE 21/2' CHECKED BY: SM DATE: 11/20/1 SHEET A OF 4 SIZE LIM N_NI DWG. NO.: 104210—A/B VER: IBC 3 2 FLOIA D A c DUCTr APPO RcO VAL 9 RMO)