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Home My WebLink AboutNOA; EPS Insulated W8 DP46 Steel Sectional Garage Doorf MIA1+9@-DiADE WAAH-DADECOUNTY aMW PRODUCT CONTROL SECTION 11805"SW 26 Street, Room 208 DEPARTMENT O)F REGULATORY AND ECONOMRC RESOURCES (RER). Miami, Florida 33175-2474 BOARD AND.CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE +' ACCEPTANCE- (NOA� ww�v.miam da_d&gov/ecosaomv. - Clopay .Corporation 8585 Duke `Boulie Ard Mason; OH 45040 "SCOPE' This NOA is being issued under the applicable rules :and -regulations goveming,the use of construction materials. The documentationsubmittedhas;lieenreviewedandaccepted- :by-Miami=Dade CountyRER PioductControlSection to be used in Miami Dade County andbt} erareaswhere. allowe,d by'theAuthoo.ty`HavingJurisdiction (AHJ): This NOA`shall not be valid afterthe expiration date stated below.,Th ' Miami -Dade County Product Control.Section (In Miami -Dade County)4nd/or the AM (in areas otherthan Miami -Dade -County) reserve the right -to have this product or material. tested -for qualityy-assurance purposes: If this productjor material,faos to perform" inthe accepted manner, the manufaoturerwill incur the eapenseof such testing and'the AHJay unmnediately revoke; modify, or suspend the use. of -such product.or material`within`their jurisdiction. RER reservestl e'rioh to revoke'this acceptance; if it is determined by Miami-Dade.County:Product°,Conirol'•Sectiori,that-this product or. :rnatenal'fails -to'meet the requirements -of the applicable building code. _ This product:is approved as described h,erein:a_ nd has been descomply with the'flo_ nda Building Code, including. the High Velocity Hurricane Zone. D'SCRTPTION: 2in ]EP$ Insulated WS DP46 Steel Sectional Garage Door up to 16ft,=tin. Wlde'w[ Optional 'Impact. Resistant Lites APPROVAL DOCUMENT-;Drawing'No:164736, titled "T EPS Ins. 16' Doors'; sheets 1. through 3 of3, dated lA/-26_ /2012,, with revision 66 d'ated08/26%2020;.prepared by Clopay Corporation;' dated 09/10/2020, signed"andsealed-by Scott. Hamiltort;P.E.,bearingtheMiami=Dade County ProductControl-revision stamp with the.Notice<of-Acceptance numbet and, expiration :date by -tile=_1Vliami-Dade County Product Control Section: FISSILE AMPACT ]RA-TING: Large,and SmAffMissile Impact Resistant - LABEIiING: A pe manent-label with the manufactdree name or logo;'manufacturing address; model number; the positive and negative, desigq pressure ratin _indicate. impact rated-. if:applicablej installation instruction drawing reference number; approvafnumber (NOA), the applicable -test standards; -and the -statement, reading `Miami: Dade County Product Control Approved''is to, tie iocatedonihe door's side track, bottom angle, or inner surface ofa panel. RENEWAL of this NOA-shall be.considered after a renewal application filed and there has been no change in the applicabiebuilding coderiegatively affectingtheperformance.ofthis.product. TERMINATION .of this MA -willoccur•after the expiration date or if ;there has lieen a revision or change in the materials,use, and/oimanufa6tureofth6product.orprocess. Misuse ofthis.NOA as -an endorsement ofany product- for sales,.advertising or,any other purposes shall automaticalii?-terminate this NOA. FailureAo comply'_Nvith any'section of -this NOA shah y nand-removalofNOA. ADVERTIS'g,nber;preceded by the :words Miami=Dade County, Florida, and followed by the expuatri�ounty eA �E�is jq Bvertismg literature. If any portion of the NOA is displayed, -then it shall be done. in its 'eejyr Cj)% M1 NTS . a :RESUM01F --- TNFas a '601 ��;,,'; � y�Q'f 44►g1 E�$t NJ1MS I _ S'g(SI�ONSIIILE FOR bEMS AM - C t)ri'FY' MING AND CORRI;CA711iG Alit -- " QUA1dT11E§: OltTECIWOUEC OF ASSEMBLY ANDC(W6jUWWN AKR FOR P0011NG HIS W IN A SAFE MANNER SIGNATURE the user by the manufacturer or its distributors and shall ilding_ :OfficiaL Pagel and-evidencepagesE-1, E-2 and E-3, as Utrera, P.E. NOA No 20-092-2119 Expiration Date: January 31, Approval -Date: "November-05, 26 " age I Clopay Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted under NOA # 15-0225.15" 1. Drawing No. 104736, titled "2" EPS Ins. 16' Doors", sheets 1 through 3 of 3, dated 10/26/2012, with revision 03 dated 02/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA #13-0402.04" 1. Addendum to Test Report No. ATLNC 0827.01-12, dated 02/06/2013, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12-1109 01 " 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of 16'2"x 8', 27ga steel garage door Model 4300 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0827.01-12, dated 10/09/2012, signed and sealed by David W. Johnson, P.E. 3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed by John D. Lee, P.E. C. CALCULATIONS "Submitted underNOA # 12-1108.01 " 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 11/05/2012, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of AcceptanceNo. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan Polycarbonate Sheet Products, approved on 11/28/2013, expiring on 07/17/2018. 2. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS, Test Report No. 3082960-500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/2005, signed by Javier Trevino. 3. Test report on Ignition Properties of Plastics perASTM D 1929 of Type I EPS, Test Report No. 3082959-500, prepared by Intertek Testing Services, NA, Inc., dated 09/16/2005, signed by C. Anthony Penaloza. A /�L Carloss IVL Utrera, P.E. Product Control Examiner NOA No 20-0922.19 Expiration Date: January 31, 2023 Approval Date: November 05, 2020 E-1 Clopay Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS "Submitted underNOA # 15-0225.1 S" 1. Statement letter of code conformance with the 2010 and the 5tn edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 12-1108.01 " 2. Statement letters of code conformance to 2010 FBC and no financial interest, issued by Clopay Building Products Company, dated 11/05/2012, signed and sealed by Scott Hamilton, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS NOA # 17-1016.17 A. DRAWINGS 1. Drawing No. 104736, titled "2" EPS Ins. 16' Doors", sheets 1 through 3 of 3, dated 10/26/2012, with revision 04 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08 issued to SABIC Innovative Plastics, US LLC for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015, expiring on 07/17/2018. F. STATEMENTS 1. Statement letter of code conformance to 6tn Edition (2017) FBC, issued by Clopay Building Products Company, dated 10/04/2017, signed and sealed by Scott Hamilton, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 20-0922.19 Expiration Date: January 31, 2023 Approval Date: November 05, 2020 E-2 Clopay Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104736, titled "2" EPS Ins. 16' Doors", sheets 1 through 3 of 3, dated 10/26/2012, with revision 06 dated 08/26/2020, prepared by Clopay Corporation, dated 09/10/2020, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letters of code conformance to 6tn Edition (2017) and 7tb Edition (2020) FBC, issued by Clopay Corporation, dated 09/15/2020, signed and sealed by Scott Hamilton, P.E. 2. Certificate of amendment changing the company name from Clopay Building Products Company, Inc. to Clopay Corporation, issued by the State of Delaware, dated 08/27/2019. ffiw- kmigw�— Carlos M. Utrera, P.E. Product Control Examiner NOA No 20-0922.19 Expiration Date: January 31, 2023 Approval Date: November 05, 2020 E-3 4 MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH CL13PAY 4400; 4401 4300, HDG 4301, HDGF H13LMES -- 66, 66G, 6200 68, 6201 IDEAL -- SP200 SF200 D (1) 20 CA. BACKER PLATE BETWEEN EACH EMBOSS LOCATION THAT CONTAINS A CENTER HINGE. ATTACHED WITH DOUBLE SIDED ACRYLIC ADHESIVE TO BACK OF DOOR. r y A 91 1) 27 GA LONG 4310,'HDGL 67, 67G, 6203 SE200 lqlbr 1 1 SHEET- REVISIONS 1 OF 3 REV, NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 06 - 8/26/20 - SH UPDATED CODE OF COMPLIANCE STATEMENT TO 7TH EDITION OPTIONAL ROW OF IMPACT -RESISTANT GLAZING. SFr/{CT=RFS��y�AI�I3•�GO,NS'PRUCTIONC MAX. GLAZING SIZE IS 19-1/2' x 12'. ---A T NG aDOo GLAZING IS INJECTION MOLDED GE LEXAN SOLID DOOi2S Ei�GI-s1Za RS=K° P�AONA .L ACT -RESISTANT GLAZING ARE SL.X2432T, AN APPROVED CC2 PLASTIC IN IMPACT -RESISTANT. OPTIONAL MAX WINDOW SIZE 19-1/2"x12" INJECTION -MOLDED ACCORDANCE WITH IBC/FBC 2606. POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 SEE SECTION B-B FOR ASSEMBLY DETAILS. PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. (GLAZING SHOWN IN INTERMEDIATE SECTION.) THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE ANO IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. li GLAZING SHOWN IN TOP SECTION. ' =_' DDGR HEIGHT D OF SECTIONS UP TO 7'0' 4 7'3' TO 8'9' 5 9'0' TO 10'6' 6 30'9' TO 12'3' 7 12'6' TO 14'0' B 14'3' TO 15'9' 9 16'0. 10 MAX SECTION RE T- 21' No 63286 A :9�• , ¢ STATE OF ENGINEERI ILTON. P.E. _ 16 GA. DOUBLE END STILES. . MAY BE NOTCHED FOR LITES. -VIEW "8" (SEE SHEET TWO). -VIEW 'C" (SEE SHEET TWO). TWO POINT LOCKING INTO TRACK. yY 1 �� - -+► A OPTIONAL OUTSIDE KEYED LOCK POSITION BRACKET USED FOR BOTTOM MAX. DOOR WIDTH 16'-2" DOUBLE END STILE. SLIDE BOLT LOCK SNAP LATCH ENGAGES INSIDE ELEVATIONS END ENGAGES INTO ONTO VERTICAL TRACK. LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. STILE. VERTICAL TRACK. ONE SNAP LATCH ON VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. ONE LOCK ON EACH SIDE OF DOOR. EACH SIDE OF OPTIONAL DECORATIVE :>2s \ MULTIPURPOSE HIGH BOND TAPE SNAP -IN INSEKr. (BETWEEN FRAME AND FACADE). y-DECORATIVE FRONT FACADE. % `STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME) IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) f6 x 3/4' PAN HEAD MACHINE SCREWS. SLX2432T FRONT FRAME & GLAZING. i DOOR. OUTSIDE INSIDE SLIDE BOLT END LOCK OPTION, HANDDLL.EO. STILE. INSIDE HANDLE KEYED LOCK WITH TCH LOCK OPTION. THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF 6TH AND 7TH EDITION OF THE FLORIDA BUILDING CODE Igo] IN END STILE OUTSIDE B HANDLE. LOCK 13AR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING, PRODUCT REVISED unt— SWWd oth—I.. � 8585 Duke Boulevard as wmplying with the Florida TOLERANCES .ro u Clu�a�r g090°• OH �� Teo No. 513-710-�800 Building Code NOA-Ho. 20-0922.19 .0 m f.031 CORPORA 10 Fax No. 513-77D40 .00 - t.015 DESCRIPTION: 2" EPS INS. 16• DOORS Tt:xpiratlon Date 01/3112023 �00 a f.o01 DRAWN BY: SH DATE: 10/12/ By Degre.a a t1/7 CHECKED BY: SH DATE: 10/26/ Miami-0ade Produet Control Unless St°Wd Oth"I.. DIMENSIONS ARE IN INCHES. DWG. NO.: 104736 2 1 PART NO.: N/A A WINDL13AD RATING W8 DP46 EE TABLE FOR MODELS) SCALE: NTS DWG. R SHEET 1 OF 3 SIZE L VER: MD MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG S{i£ET' 2 OF 3 REV, 06 CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL H13LMES -- 66, 66G, 6200 68, 62D1 67, 67G, 6203 IDEAL -- SP200 SF200 SE200 71 HORWOMAL (TOP) JAMB (NO LOAD FROM DOOR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES: VER CA FROMTRACK TO 1 TTHE 2x6 LOAD (GRADE IS TRANSFERRED OR BETTER)JAMBS. NO LOAD FROM THE DOOR ITRACK AND THEN FROM S M. TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +368 LB do -416 LB. PER LINEAR FASTENER TYPE FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REWIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS L14I USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. WOOD FRAME BUILDINGS MAX. O.C. STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP (GRADE /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO B'0' HIGH OR (4) 2x6 PRESSURE TREATED SYP (GRADE /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO 16'0' HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. 2x6 VERTICAL JAMB WA L ONCR WigGRADE 2 OR BETTER WOOD JAMB SHALL BE ANCHORED TO GROUT RENFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND IN ACCORDANCE WITH THE FLGRIDA BUILDING CODE - -kT-x ,JAMB: TO::SUPPORTING CYI2UCTl112F1ATTn(:NMFNr ENOFSTA�RF-11L5ii�FnadeIin(Y/HFM�ei6�TCaFxa`ewrFi�`T��.ai`vc'�n re, _ r_ cent ,..n.orA J BUILDING TYPE FASTENER TYPE MAXIMUM ON -CENTER DISTANCE BETWEEN • FASTENERS STEEL WASHERS REQUIRED? 13LOC AU_ 1 - T CO CO - 1 0.-13 ._ 3066•PSYMINeCON 2000 ti% x$1�A11Nl9EM6ffi9TAP.CONtCONCRETEtANCH 3 8 X 1-3 4 MIN. EMBED WEJ-TT ANKR TITS SLEEVE ANCHOR 13-1/2" INCLUDED - - CLUDED WOOD FRAME fSYPA.657�Fi EMBED INTO STRUCTURE 14-3/4" Z DATE: 1.95' THICK, 1# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTH EXTERIOR AND INTERIOR SKINS. FOAM MANUFACTURED BY PREMIER INDUSTRIES, INC. OR FALCON FOAM. TONGUE AND GROOVE JOINTS. r 4"- 1 L VIEW D 4" TALL TAPER STRUT. 0.062" MIN. GALV. STEEL, BO KSI. MIN. 27 GA (0.016' MIN.) EXTERIOR STEEL SKIN (MIN. YIELD STRENGTH: 44.4 KSI, DRAWING QUALITY) WITH G-40 MIN. WA GALV. BAKED —ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 1 REVISIONS ): DESCRIPTION SEE REVISION HISTORY ON SHEET ONE. SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. (1) 12 GA. GALV. STEEL TOP ROLLER BRACKETS (2-1/2" x 5-3/8"). EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"xl/2' BOLTS AND NUTS PER BRACKET. 27 GA. (0.016" MIN.) INTERIOR STEEL SKIN (DRAWING QUALITY) WITH G-40 MIN. GALV., BAKED —ON PRIMER AND A BAKED —ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. — 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) #145/8' SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW 'B". ONE 4' T—STRUT PER SECTION. (SEE VIEW "D•) EACH T—STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"x3/4" SELF TAPPING SCREWS. C i • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ONCE LATER DISTANCE HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. i 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. WITH (2) �14x5/8' SHEET METAL SCREWS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2••, EXCLUDING STUCCO THICKNESS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. tttt ►rrT�14x5 8 SHEET METAL SCREWS PRODUCT REVISED 1It HA ��O� / " SECTION A —A (SIDE VIEW) ��mn®l�ewltn me Florida �G�1T A?/��0--- p NOA-No. 20-0922.19 ��NSF•,•'L y� O Explratlon Date 01131/2023 * No 83286 By * 00 O 1 /4'x3/4" SELF O Mon laml-D a Product C TAPPING SCREWS. A A `�' . STATE OF . Tv: l� u' DESIGN LOADS: +46.0 P.S.F. & — 2.0 P.S.F_ PART NO.: N/A •(V 14 GA. END HINGES 18 GA. IN) INTERMEDIATE HINGE Uffl u Stated Otherwise 8585 puke Boulevard WINDLOAD RATING P O TOLERANCES are clo a 6lasoa OH 45040 USA •..< o R,o.: • TeL Na 513-770-M W 8 D P 4 6 ,,, 13-770-4853 .00 — f.015 DESCRIPTIONCORPORAT: 2" EPS INS. DOORS (SEE TABLE FOR MODELS) l/ ittt .000 = t.005 .0000 - t.o01 DRAWN BY: SH DATE: 10/12/1 SCALE: NTS DING. "Q DESIGN ENGINEER, Degrees = t1/2' CHECKED BY: SH DATE: 10/26/1 SHEET 2 OF 3 SIZE B SCOTT HAMILTON, P.E. UNep Stated OtheMi FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES.1 DWG. NO.: 104736 VER: MD 4 MODELS 24 GA SHORT CLOPAY 4400, 4401 HOLMES -- IDEAL -- D 2" TRACK CONFIGURATION DOORS UP TO 800 LBS. 31 Al 27 GA SHORT 27 GA FLUSH 4300, HDG 4301, HDGF 66, 66G, 6200 68, 6201 SP200 SF200 NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. DOOR COUNTERBALANCE SYSTEM 15 27 GA LONG 4310, HDGL 67, 67G, 6203 SE200 13 GA EL FLAGCKET ATTACHED JAMB WITHV(3)5/16- XX 1-5/8' LAG SCREWS O AND TO TRACK WITH (2) 1/4" RIVETS. ROD: SPACING NTE 14' O.C. 2" GALV. STEEL TRACK, �- TRACK THICKNESS: 0.003'. Q 3 OF 3 1 REV. NO. 1 REVISIONS — I — I SEE REVISION HISTORY ON SHEET ONE HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). JAMB CONFIGURATION DOOR HEIGHT "L" DOORS UP TO 800 LBS. 7'-0 1" DOOR OVERLAP (EACH SIDE) -6 3" MIN. -0 2x6 SYP WOOD JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT). - 9 " 'JAMB PREPARATION NOTE°. 16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) gB X 1/2" WAFER SCREW. END STILE DIM.: 5-3/4 X 2-1/8' X 3/8'. 6 F 2-1/2" X 12 GA CALV. STEEL TRACK BRACKETS FASTENED TO 50' 11 -6 13 • WOOD JAMBS WITH 5/6 X 1-5/8 �7/16" I.D. ROUND 18 GA GALV. STEEL CENTER HINGE LAG SCREWS NOT TO EXCEED 14° PUSH NUT FASTENED TO INTER. STILES W/(4) EACH 38° 1 - ON -CENTER. MIN. OF (9) LAG FASTENER. �14%S/8" SHEET METAL SCREWS. TYP. 2-1/2" % 12 GA GALV. - SCREWS REQUIRED PER JAMB. STEEL TRACK BRACKETS, - 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #144/8' 1, ATTACHED TO JAMB WITH (1) - SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 24' 5/16° X 1-5/8° LAG SCREW PER 2' GAIN. STEEL TRACK FASTENED TO TRACK BRACKET. 15 -0 2" GA GALV ST STEEL TRACK BRACKETS 1 -6 7 WITH ETHER (2) 1/4" DIA RIVETS OR 2" DIA 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE 10" 16 - (1) 1/4' % 5/8' BOLT &NUT PER 1 f 3-1/2" TRACK BRACKET. SECTION C-C J�L�� LHR BRACKET (2-1/2' x 5-3/4" x 12GA) PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH (2) 1/4' x 3/4" SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE" AS SHOWN IN ' 3" TRACK CONFIGURATION NOTE: TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET 1. DOOR OPENING DOES NOT.AFFECT THE JAMB CONFIGURATION DOUBLE TRACK DOORS 800 LBS AND OVER, WIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND OVER. LOW HEADROOM OPTION CENTER HAND REQUIRE) FOR (AVAIL FOR BOTH 2' AND 3' TRACK) DOORS OVER 8' HIGH. HORIZONTAL TRACK SUPPORT BY DOOR OUBLE HORIZONTAL INSTALLER (TO SUIT). I" DOOR OVERLAP (EACH SIDE) TRACK' Tvz""11 3'CALV. TAPERED STEEL TRACK AND ANGLE TRACK 2x6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). THICKNESS: 0.101'. ANGLE THICKNESS: 0.0807. 'JAMB PREPARATION NOTE". 16 CA CALM STET DOUBLE -END -STILE FASTENED WITH (1) 88 % 1/2' WAFER U ' SCREW. END STILE DIM.: 5-3/4 X 2-1/8' X 3/8". MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8". JUNCTION. TWO 1'/' L TRACK 14' MAXIMUM SPACING 3-1/4' x 2-7/8' MIN. x 0.080' TAPERED JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING ANGLE. SEE LAG BOLT MOUNTING AT TRACK co &NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION 18 GA GALV. STET CENTER HINGE p CONFIGURATION BELOW. 7/16" I.D. ROUND FASTENED TO INTER. STILES W/(4) EACH PUSH NUT o ADDITIONAL MOUNTING SLOTS FASTENER 814x5/8" SHEET METAL SCREWS. SPACED AT 12' CENTERS. PRODUCT REVISED 0.101' THICK 3" GALV. STEEL TRACK FASTEN14 GYM. GALV. STEEL ROLLER HINGES FASTENED TO END all core with TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH #14x5/8' SHEET METAL SCREWS Building Code the Florida �,,G�` .......... l�r��4 ��12' ON CENTER TAPERED ANGLE WITH ONE 1/4'x5/8' BOLT & AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. NOA-No. 20-0922.19 cjg�, NUT AT EACH MOUNTING SLOT. ,�' p Expiration Date 01/31/2023 3' DIA 8-1/2' LONG STEM BALL BEARING STET ROLLER. tionL * NO 63286 * z SECTION C- D gy z 34• NE y" TRACK BOLT AND NUT AT EACH PREPARATION OF JAMBS BY OTHERS. Mleml-Dade Product Contort MOUNTING SLOT LOCATION. 7 DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F. PART NO.: N/A ^ 9'1. DOOR VERTICAL Unbss Stated Otherwise n'O a 8585 Duke Boulevard WINDLOAD RATING !-1 iO . kY� 22' HEIGHT TRACK LENGTH TOLERANCES are -// 'n '•'c P : �� 7 - 7 Mason, OH 45040 USA Tel. No. 513-770-4800 \ . / Q "� �;;:�'' Cl�,�� ,O a f,031 CORPORA IO Fax RD. 513-770-4853 YV 8 D P 4 6 10" _ 6 ONE DISTANCES AS THE/TRACKGSCREW BOLTs I.EA3-1/2'.T10', 22E 34 .00 - t.015 DESCRIPTION: 2" EPS INS. 16' DOORS (SEE TABLE FOR MODELS) 12 —0 132 (.000 t,005 3-1 /2' 12 -0 156 46, ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16', 28% & .0000 f.001 DRAWN BY: SH DATE: 10/12/1 SCALE: NTS DWG. R DESIGN ENGINEER, 16- teO 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degrees - f1/2' CHECKED BY: SH DATE: 10/26/1 SHEET 3 OF 3 SIZE 1J SCOTi HAMILTON, P.E. VERTICAL/HORIZONTAL TRACK JUNCTION. Unless Stated Otheniaw FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES. DWG. NO.: 104736 VER: MD 4 3 ? 1