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Home My WebLink AboutNOA Steel Sectional Garage Doorard t_3 miAm � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Commercial Ribbed W6 DP36 Steel Sectional Garage Door up to 12'-2" Wide with Optional EPS Insulation APPROVAL DOCUMENT: Drawing No.104811, titled "Commercial Ribbed Steel Doors up to 12'-2" W", sheets 1 through 3 of 3, dated 04/15/2015, with revision 5 dated 09/09/2020, prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 20-0512.03 and consists of this page 1 and evidence pages E-1 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No 20-0922.53 t�u� an.couNn ` Expiration Date: July 02, 2025 12/24/2020 Approval Date: December 24, 2020 Page 1 `i Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS 1. Drawing No. 104811, titled "Commercial Ribbed Steel Doors up to 12'-2" W", sheets 1 through 3 of 3, dated 04/15/2015, prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield, P.E. "Submitted under NOA #15-0423.06" 2. Drawing No. 104811, titled "Commercial Ribbed Steel Doors up to 12'-2" W", sheets 1 through 3 of 3, dated 04/15/2015, with revision 3 dated 07/17/2017, prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield, P.E. "Submitted under NOA #17-0809.20" B. TESTS 1. 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 TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Clopay Model 524, 12'-2" wide x 8' high, 24 ga. steel garage doors, prepared by American Test Lab, Inc., Test Report No. ATLNC 1103.01-14, dated 12/22/2014, signed and sealed by David W. Johnson, P.E. "Submitted under NOA #15-0423.06" 3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized painted and G90 panels, prepared by Fenestration Testing Laboratory, Inc., Test Report No.7890, dated 10/01/2014, signed by Idalmis Ortega, P.E. "Submitted under NOA #15-0423.06" C. CALCULATIONS 1. Anchoring calculations prepared by Clopay Building Products Company, dated 04/20/2015, signed and sealed by Mark Westerfield, P.E. "Submitted under NOA #15-0423.06" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Test report on Ignition Properties of Plastics per ASTM D1929 of Premier Industries' Type I EPS, Report No. 3082959-500, prepared by Intertek Testing Services, NA, Inc., dated 09/16/2005, signed by C. Anthony Penaloza. "Submitted under NOA #15-0423.06" 2. Test report on Surface Burning Characteristics, per ASTM E84 of Premier Industries' Type I EPS, Report No. 3082960-500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/2005, signed by Javier Trevino. "Submitted under NOA #15-0423.06" F. STATEMENTS 1. Statement letter of code conformance to 2010, P Edition (2014) and 6t" Edition (2017) FBC issued by Clopay Building Products Company, dated 08/02/2017, signed and sealed by Mark Westerfield, P.E. "Submitted under NOA #17-0809.20" 1. 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., "Submitted under NOA #20-0512.03" C Sifang Zhao P.E. Product Control Examiner NOA No 20-0922.53 Expiration Date: July 02, 2025 Approval Date: December 24, 2020 E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104811, titled "Commercial Ribbed Steel Doors up to 12'-2" W", sheets 1 through 3 of 3, dated 04/15/2015, with revision 5 dated 09/09/2020, prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield, 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 letter of code conformance to the 6th Edition (2017) FBC, 7th Edition (2020) FBC, and Statement letter of no financial interest, issued by Clopay Corporation, dated 09/15/2020, signed and sealed by Mark Westerfield, P.E. Sifang Zhao P.E. Product Control Examiner NOA No 20-0922.53 Expiration Date: July 02, 2025 Approval Date: December 24, 2020 E-2 4 J L I1 CLOPAY / IDEAL / HOLMES SHEET REVISIONS 524 / C4ST / 224 / 24GA 1-7/8' RIBBED 1 OF 3 REV. NO. ZONE: I DATE: I ECN NO. APPVD: DESCRIPTION 524V / C4SV / 224V / 24GA 1-7/8' RIBBED INSULATION 524S / C4SS / 224X / 24GA 1-7/8' RIBBED INSULATION WITH STEEL BACKER 02 - a/75/75 - MWW REVISED LAYOUT 10 3 PAGES 520 / COST / --- / 20GA 1-7/8' RIBBED 03 - 7/17/17 - SH UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC. 520S / COSS / --- / 20GA 1-7/8' RIBBED INSULATION WITH STEEL BACKER 04 - 3/W20 - MWW UPDATED TITLE BLOCK OS - 9/9/20 - SH UPDATED CODE COMPLIANCE STATEMENT TO 7TH EDITION FBC 3" x 20 GA. GALV. STEEL U-BARS ARRANGED WITH 2 U-BARS PER SECTION U-BARS ATTACHED AT EACH STILE LOCATION WITH (2) 1/4" x 3/4" SELF -TAPPING SCREWS .0' I ' �l I7i111 � •1 n ■ n I —I —I —II —I ■ L--mAX. ,■■' WIDTH, PRODUCT REVISED as compWIng with the Florlda Building Code NOA-No. 20.0922.53 Expiration Data D�gata 07/02/2025 By Miami -Bade Product Control A A Zb ra Aw TAnI C 1 A' DOOR EIG TOTAL U-BARS REQUIRED TO 6 0 6 63 TO 80 B 103 TO 12T0 1102 34 14'3 TO 16 0' 16 163 TO 18 .18 #14x5/8' SHEET VMETAL SCREWS. TA/PPING 3/4• SELF SCREWS. O 14 GA. END HINGES 14 GA. (MIN INTERMEDIATE HINGE VIEW •B" VIEW "C" SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON SLIDE BOLT LOCK EACH SIDE OF DOOR. END ENGAGES INTO STILE VERTICAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED END HANDLE STILE. INSIDE SLIDE BOLT INSIDE HANDLE LOCK OPTION. OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION, 3 DOOR HEIGHT `A' NUMBER OF SECTIONS UP TO 8'-0' 4 8'-3' THRU 10'-0' 5 10'-3' THRU 12'-0' 6 12'-3' THRU 14'-0' 7 14'-3' THRU 16'-0' B 16'-3' THRU 18'-0' 9 Illy IN THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF GTH AND 7TH EDITION OF THE FLORIDA BUILDING END CODE STILE. MANUFACTURING PRODUCT CODE C—PAN—lE448 OUTSIDE DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.- N/A HANDLE LOCK BAR ENGAGES IN U.1— Stnt d Othenhe TOLERANCES rj'QP ay,] 85&5 Duke boulevard W[N➢LOAD RATING uason, oR 45040 usa A TRACK ON R. �: 51 W 6 D P 3 6 EACH SIDE .0 a f.0S1 PORATION ,�e°ss OF DOOR. •00 a t.015 DESCRIPTION: COMMERCIAL RIBBED STEEL DOORS UP TO 12'2'W OUTSIDE KEYED LOCK WITH .000 o t.005 0000 f.001 DRAWN BY: SH DATE 12/1/14 SCALE: Nis DWG. LOCK BAR LOCKING. Degrees - tt/2 CHECKED BY: MWW DATE: 4/15/15 SHEET 1 OF 3 SIZE i. Diums Ns dAREEIIN I ' mmEs. DWG. NO.: 104811 VER: M-D 2 CLOPAY / IDEAL / HOLMES SHEET- 524 / C4ST / 224 / 24GA 1-7/8' RIBBED 2 OF 3 REV, 524V / C4SV / 224V / 24GA 1-7/8' RIBBED INSULATION 524S / C4SS / 224X / 24GA 1-7/8' RIBBED INSULATION WITH STEEL BACKER 05 520 / COST / --- / 20GA 1-7/8' RIBBED 520S / COSS / --- / 20GA 1-7/8: RIBBED INSULATION WITH STEEL BACKER D NRQONTAL (TOP) JAMB (N LOAD FROM DOOR) FASTENER TYPE MAX. O.C. 2.6 VERTICAL JAMB 3 PRODUCT REVISED as compiying with the Florida Building code NOA-No. 20-0922.53 Expiratiti'oon DData 07/02/2025 By Miami -Dade Product Control DESIGN EN351" R. MARK WESTERFIELD, P.E. FLORIDA P.E. #4E495 4 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES: 1 TTHE 2x66 THE VERTICAL SYP THE S2 ODOOR IS TRANSFERRED TTER) JAMBS. NOT OAD�FROM TTHHE DOOR OM IS TRACK TO TRANSFERRED TO THE HORRONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +185 LB & -220 LB. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS HU USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. NOTE: 2X6 WOOD JAMBS ARE NOT REQUIRED WITH CONTINUOUS ANGLE MOUNT TRACK. HOWEVER, IF DESIRED ON STEEL. JAMBS OR CONCRETE OR BLOCK WALLS, APPROVED FASTENERS AS DETAILED BELOW SHOULD BE INCREASED IN LENGTH BY 1-1/2' AND INSTALLED DIRECTLY THROUGH THE ANGLE AND 2x6 WOOD JAMBS INTO THE STEEL JAMBS OR CONCRETE OR BLOCK WALLS. ANCHORS CAN BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING.SURFACE CONTINUOUS ANGLE TRACK CAN BE ANCHORED DIRECTLY TO GROUT REINFORCED BLOCK WALL OR 3,000 PSI MIN. CONCRETE COLUMN OR STEEL JAMBS. 1-13„ - VIEW "E' 1 _7 /A4 3' TALL 50 KSI U-BAR 1-7q 20 GA GALV. STEEL FASTENER ATTACHMENT TO SUPPORTING STRUCTURE SCHEDULES Z I 1 REVISIONS DATE: ECN NO. APPVD: I DESCRIPTION -- - -- I SEE REVISION HISTORY ON SHEET ONE OPTIONAL It POLYSTYRENE INSULATION CSEE MODEL EXPLANATION) TONGUE 8 GROOVE BUILDING TYPE FASTENER TYPE FASTENERS*EOUIBETWEEN TEEL REDI HOLLOW OC 4' - 4' I ' O.D. GROUT FILLED BLOCK W 1 4 x 1-3 4 MiN. EMBED ULTRACON CONCRETE CHOR1 O.D. 2000 Psi MIN. CONCRETE 1 4 x 1 MIN. EMBED ULTRACON CONCRETE ANCHOR1 41h._1111 O.D. 2000 PSI MIN. CONCRETE 1 4 x 1 MIN. EMBED TAPCON CONCRETE ANCHOR1' O.D.3 8 x 1-3 4 MIN. EMB WEJ-IT AN.TITSSLEEVE ANCHOR4000 PSI MIN. N -- N U5 3' 7 0.0.114GA STEEL 0-060- MIN.)_ _ 1 0. ._ _1 .D. I O.D. • FIRST (BOTTOM) ANCHOR STARING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK 2-1/2', EXCLUDING STUCCO THICKNESS. 3 3' X 20 GA GALV STEEL U-BAR. TWO U-BARS ON EYERY SECTION. SEE TABLE 1. EACH U-BAR ATTACHED WITH (2) 1/4'x3/4' SELF -TAPPING SCREW PER STILE LOCATION. METAL SCREWS ADJUSTABLE SLIDE ATTACHED TO TOP MET WITH (W 1/4'xI/2' SULTS AND NUTS PER BRACKET, 14 GA. GALV. ROLLER MING. EACH M NGE FASTENED WITH (4) 014x5/S'-SHEET METAL-SCREVS AND (4) 1/4'0/4' SELF -TAPPING SCREWS. SEE VIEW B BOTTOM ROLLER BRACKET OF 13 GA GALV, STEEL (MEASURING 3' x 9-1/8' MIN), FASTENED WITH (4) t14 BOTTOM SECTION RED,fFURCE➢ X 5/e' LG SHT. KTL SCREWS WITH TEMPERED ALUMINUM EXTRUSION WITH INTEGRAL O RETAINER FOR FLEXIBLE VINYL ASTRAGAL SECTION A -A (SIDE VIEW s 'n IN I: C-PAN-lE448 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A UM— Stated Oth—I a 85M Duke Boulevard WINDLOAD RATING A TOLERANCES a a Clopa Maso➢, OH 45040 USA Tox No.513-nG-4853 W 6 D P 3 6 .0 = f.031 CORPORATIO Fax No. STD-T70-4853 DESCRIPTION: COMMERCIAL RIBBED STEEL DOORS UP TO 12'2'W .00 d:.015 .000 t.005 .0000 = d:.001 DRAWN BY: SH DATE: 12/1/14 SCALE: NITS DWG. D Degr = tl/T CHECKED BY: MWW DATE: 4/15/15 SHEET 2 OF 3 ISIZE .1, U,d— Stated OU mrisa OwEwoxs ARE IN INCHES. DWG. NO.: 104811 VER: M-D pj 7 CLOPAY / IDEAL / HOLMES 524 / C4ST / 224 / 24GA 1-7/8' RIBBED 524V / C4SV / 224V / 24GA 1-7/8' RIBBED INSULATION 524S / C4SS / 224X / 24GA 1-7/8' RIBBED INSULATION WITH STEEL BACKER 520 / COST / --- / 20GA 1-7/8' RIBBED 520S / COSS / --- / 20GA 1-7/8' RIBBED INSULATION WITH STEEL BACKER 2' TRACK CONFIGURATION HORIZONTAL TRACK DOORS UP TO 800 LBS, SUPPORT BY DOOR INSTALLER (TO SUIT). DOOR NOTE DOUBLE TRACK DOOR COUNTERBALANCE SYSTEM 'I HEADROOM, HI-UFT TRACK, HEIGHT ,-0 FOLLOW -THE- ROOF TRACK, AND VERTICAL UFT TRACK ARE AVAILABLE 3 GA GALV. STEEL FLAG BRACKET ATTACHED TO AMB WITH (3) 5/16' X 1-5/8' LAG SCREWS - ', _ OPTIONS. �••ND TO TRACK WITH (2) 1/4' RIVETS. TRACK CONFIGURATION fam-E-ED 8 -0 t ABOVE THE DOOR OPENING EQUENT TRACK BRACKETS ON 24' 9-0 DOES NOT AFFECT THE TERS. AS REQUIRED: SPACING NOT TO WIND LOAD RATING. = 30' O.C. FRON TOP TRACK .� _� , x 0 t 13 L' x PRODUCT REVISED i as comptying with the Florida Building Code o ..Na. 20-0922.53 Expiration Date 07/02/2025 By Mlami-Dade Product Control 3' TRACK CONFIGURATION DOORS 800 LBS AND OVER, N= DOUBLE TRACK HEADROOM, HI-UFT TRACK, FOLLOW -THE- ROOF TRACK, AND VERTICAL LIFT [/ TRACK ARE AVAILABLE OPTIONS. TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING. A DESIC MARK N u w x t VERTICAL cTH � 2 x 6 z 108 3 0 156 I 4 BRACKET AND FAG BRACKET. 62't4' 2' GALV. STEEL TRACK, TRACK THICKNESS: 0.060'. TYP. 2-1/2' X 12 GA GALV. STEEL TRACK BRACKETS OR TRACK CUPS, ATTACHED TO JAMB WITH (1) 5/16' X 1-5/8' LAG SCREW PER TRACK BRACKET OR TRACK CUP. L I I SHEET' REVISIONS 3 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION 05 - -- - -- I SEE REVISION HISTORY ON SHEET ONE JAMB CONFIGURATION DOORS UP TO 800 LBS. ANGLE MOUNT JAMB CONFIGURATION OPTIONAL STOP MOULDING 2x6 SYP JAMB (IF PRESENT; BY INSTALLER (TO SUIT). D BRACKET MOUNT JAMB CONFIGURATION SEE JAMB NOTES ON SHEET 2). 18 CA GALV 2-3/4' WIDE STEEL GALV. END STILE VERTICAL TRACK BE 1' DOOR OVERLAP (EACH SIDE) FASTENED TO DOOR SIGN WITH TOG-L-LOC, 2 EACH () CONTINUOUS OR REVERSE TOP &BOTTOM, AND (4) VERTICALLY. 1 ;1;r•: X12ANGLE 1-3/4' % 2-1/4' % 12 CA. 2x6 SYP WOOD JAMB. 2'x1-7/8' 18 GA GALV. INTER. STILE ATTACH Yi•.(X.t;f.,�::" WALL ANGLE. 12 GA TRACK REQUIRED FOR BRACKET TO SKIN WITH LOG-L-LOCS (2) AT TOP & „(`;5�'`.'3,?;',' CUPS ATTACHED TO WALL ANGLE MOUNT. BOTTOM AND (1) AT EACH "OR RIB. WITH TWO 1/4' RUM PER CUP. TRACK CUPS ARE ATTACHED TO TRACK WITH EITHER TWO 1/4' 2-1/2' % 12 GA GALV. STFi1 RIVETS OR ONE 1/4' BOLT AND TRACK BRACKETS FASTENED TO b NUT. ONE X 5/8 LAG WOOD JAMBS WITH 5/6' X EACH K CUP 7/16' I.D. ROUND SCREW AT EACH TRACK CUP 1 -5/8' LAG SCREWS NOT TO PUSH NUT FASTENER. LOCATION. ALSO TWO LAG EXCEED 30' ON -CENTER. 14 GA. CALV. STEEL CENTER HINGE FASTENED TO SECTION SCREWS LOCATED ABOVE W/(4) EACH a14x5/8' SHEET VERIICAL/HORIZONTAL TRACK METAL SCREWS. JUNCTION. 2' GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH Q14x5/8' 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4' OIA. RIVETS OR SHEET METAL SCREWS AND (4) 1/4' SELF TAPPING SCREWS PER END HINGE C (1) 1/4' X 5/8' BOLT & NUT PER 2' DIA. x 4-1/2' LONG STEM (7/16' DLl SHAFT), 10 BALL STEEL ROLLER WITH STEEL TRACK BRACKET. OR NYLON TIRE SECTION C-C LHR BRACKET (2-1/2' x 5-3/4' x 12GA) ATTACHED WITH (2) 1/4' x 3/4' SELF TAPPING PREPARATION OF JAMBS BY OTHERS. SCREWS. JAMB CONFIGURATION HANG REQUIRED FOR DOORS 800 LBS AND OVER, OVER 8' HIGH. 1' DOOR OVERLAP (EACH SIDE) 7 3' GALV. TAPERED STET TRACK AND ANGLE. TRACK THICKNESS: 0.101". ANGLE THICKNESS: 0.080". MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. �_VERTICAL/HORIZONTAL TRACK JUNCTION. TWO 1/4' BOLTS & NUTS FOR EACH TRACK. AS ROD: SPACING NTE 30' O.C. BETWEEN TOP VERTICAL TRACK MOUNTING SLOT AND VERT./HORR. TRACK JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 24' CENTERS. 2x6 SYP JAMB (IF PRESENT; SEE JAMB NOTES ON SHEEP 31.EEE HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). 3-1/4' z 2-7/8' MIN. x 0.080' TAPERED ANGLE SEE LAG BOLT MOUNTING AT TRACK CONFIGURATION BELOW. DQURLE TRACK LOW HEADROOM OPTION (AVAIL FOR BOTH 2' AND 3' TRACK) t�.Okucv HORIZONTAL OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SUIT). 18 GA GALV. 2-3/4' WIDE STEEL GAIN. END SOLE FASTENED TO DOOR SKIN WITH TOG-L-LOC, (2) EACH TOP & BOTTOM, AND (4) VERTCALLY. 27x1-7/8' 18 GA GALV. INTER. SALE ATTACHED B TO SKIN WITH LOG-L-LOCS (2) AT TOP & ,. BOTTOM AND (1) AT EACH MAIOR RIB. 14 GA GALV. STEEL CENTER HINGE FASTENED TO SECTION W/(4) EACH / 1 L 7/16' I.D. ROUND —#14x5/8' SHEET METAL SCREWS. J1L PUSH NUT FASTENER. 0.101' THICK 3' GALV. STEEL TRACK FASTENED 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END TO TAPERED ANGLE TRACK ATTACHED TO STILES W/(4) EACH Q14x5/8' SHEET METAL SCREWS TAPERED ANGLE WITH ONE 1/4'x5/8' BOLT & AND (4) 1/4' SELF TAPPING SCREWS PER END HINGE. NUT ATTACH MOUNTING SLOT. 3' DIM. x 5-1/2' LONG STEM (7/16' DIAL SHAFT) BALL BEARING STEEL ROLLER. riFn� SECTION C-C MANUFACTURING PRODUCT CODI PREPARATION OF JAMBS BY OTHERS. C-PAN-1E448 ONE Y' TRACK BOLT AND NUT AT EACH / MOUNTING SLAT LOCATION. 10' .77 ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME DISTANCES As THE TRACK BOLTS (I.E. 3-1/2', 107, 34', 58% LTC.). TWO LAG SCREWS ALSO LOCATED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A ^ Fi UNere stated otherrfse TOLERANCES are .0 d:.031 .00 a t.015 .000 = t,005 .0000 t.001 De9reeo = d:t/z Urd— Stated Other.. DwENsoNs ARE IN mim. — /11'O a 4 �► CORPORA 10 8585 Duke f?aulevatd TeL 513 0-48 Fax No. 513-770-4853 WIN➢LOAD RATING �A/ 6 D P 3 6 DESCRIPTION: COMMERCIAL RIBBED STEEL DOORS UP TO 12'2'W DRAWN BY: SH DATE: 12/1/14 SCALE: NTS DWG.R CHECKED BY: MWW DATE: 4/15/15 SHEET' 3 OF 31 SIZE L DWG. NO.: 104811 VER: M-D 3 2 1 1