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Home My WebLink AboutNOA - STEEL SECTIONAL GARAGE DOOR4 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 SCANNED Mason, OH 45040 BY SCOPE: St Ludebount�( This NOA is being issued under the applicable rules and regulations governing the use o 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 f4UV4H�Ri+l 7.77 +1 .� Expiration Date: July 02, 2025 12/24/2020 Approval Date: December 24, 2020 Page 1 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" & 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 BPS, 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, 5`i' Edition (2014) and 6`'' 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" _< I Sifang Zhao P.E. Product Control Examiner i NOA No 20-0922.53 Expiration Date: July 02, 2025 Approval Date: December 24, 2020 E-1 i 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. Fl 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 5 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 D 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 7N 2 a• xax —MAX. DOOR WIDTH, 12'-2'- PRODUCT REVISED as comptyCodas with the Florida e Building %A -No. 20-0922.53 Expiration Date 07/02/2025 By Miami -Dade Product Control 76 1 OF 3 TARI F 1 A' DOOR HEIGHT TOTAL U-BARS REQUIRED 43 TO 60 6 63 TO 80 8 8 3 O 1 0 10 103 TO 120 12 14'3 TO 16 0' 16 163 TO 180 Ad #14x5/8" SHEET VMETAL SCREWS. 1/4"0/4" SELF NG SCREWS. 0 14 GA. END HINGES 14 GA. (MIN.) INTERMEDIATE HINGE 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 END DOOR. KEYED HANDLE. STILE. INSIDE SLIDE BOLT INSIDE HANDLE LOCK OPTION. OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION. 3 a REVISIONS '. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 02 - 4/15/15 - MWW REVISED LAYOUT TO 3 PAGES 03 - 7/17/17 - SH UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC. 04 - 3/19/20 - MWW UPDATED TITLE BLOCK 05 - 9/9/20 - SH I UPDATED CODE COMPLIANCE STATEMENT TO 7TH EDITION FBC , D 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' 8 16'-3' THRU 18'-0' 9 B IN IN THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF 6TH AND 7TH EDITION OF THE FLORIDA BUILDING END CODE STILE. MANUFACTURING PRODUCT LODE C-PAN-IE448 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A OUTSIDE A A HANDLE. LOCK BAR ENGAGES IN Unless Statod OtherrHe - Can 8585 Duke Boulevard Mason, OH 45040 USA WINDLOAD RATING TRACK TOLERANCES ore PP In W D P 3 6 ID EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. .0- t 031 0= . 0 f015DESCRIPTION: .000 = t.005 0000 - f.001 Degrees - t1/z Unless Stated Oth—ise DIMENSIONS ARE IN INCHES. PORATIOt� No. 513-770-4853 COMMERCIAL RIBBED STEEL DRAWN BY: SH DATE: 12/1/14 CHECKED BY: MWW DATE: 4/15/15 DWG. NO.: 104811 DOORS UP TO 12'2"W SCALE: NTS SHEET 1 OF 3 DWG.R SIZE L VER: M-D 2 1 1 4 1 ,5 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 1 HORIZONTAL (TOP) JAMB (NO LOAD FROM DOOR) T Ilk FASTENER TYPE MAX. 0. n L v 2.6 VERTICAL JAMB 3 PRODUCT REVISED as complying with the Florida Building Code ..No. 20-0922.53 Expiratition±Date 07/02/2025 By Miami -Dade Product Control DESIGN EN6A€ERI MARK WESTERFIELD, P.E. SHEET, 2 OF 3 JAMB TO SUPPORTING STRUCTURE ATTACHMENT BOA 1 TTHHE 2x6 VERTICAL SYP (GRADE g2 OM THE DOOR IS TRANSFERRED TTER) JAMBS. NO�LOAKD�FROM THE DOORD THEN FROM IS TRACK TO TRANSFERRED TO THE HORIZONTAL (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 NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. P10I6: 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. L� 3„ VIEW "E„ 3" TALL 50 KSI U-BAR -T- 20 GA. GALV. STEEL FASTENER ATTACHMENT TO SUPPORTING STRUCTURE SCHEDULES L I I REVISIONS DATE: ECN NO. APPVD: DESCRIPTION -- I SEE REVISION HISTORY ON SHEET ONE. SECTMNS ARE 1-7/8' TH( ROLL FURME➢ IF .022' M GALVANIZING, BAKED -ON PO PAINED TOP COAT STEEL. 51 OPTIONAL lY POLYSTYRENE INSULATION (SEE MODEL EXPLANATION) TONGUE & GROOVE BUILDING TYPE FASTENER TYPE MAXIMUM ON -CENTER DISTANCE 8EIWEEN FASTENERS' STEEL WASHERS REQUIRED? HOLLOW BLOCK WALL 1 x 1- 4" MI 7-3 4" 1 O.D. GROUT FILLED BLOCK WALL 1 4 x 1-3 4 MIN. EMBED ULTRACON CONCRETE ANCHOR 12-3 4 1 O.D. 2000 PSI MIN. CONCRETE 1 4 x 1 MIN. EMBED ULTRACON CONCRETE ANCHOR 11 1 O.D. 2000 PSI MIN. CONCRETE 1 4 x 1 MIN. EMBED TAPCON CONCRETE ANCHOR 9-1/2- 1' O.D. 3 8" x 1-3/4- MIN. EMBED WEJ-TT ANKR TITS SLEEVE ANCHOR23-1/4" INCLUDED . CO - - INCLUDED SYP 0.55 S 3" lAG S GRADEA 1- 1 O.U. -1-0-15-- _ _ _ 2GA STEEL • M _ _ _ 1 O.D. O.D. • FIRST (BOTTOM) ANCHOR STARTING 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 IKE 3" X 20 GA. GALV STEEL U-BAR, TWO U-BARS ON EVERY SECTION. SEE TABLE 1. EACH U-BAR ATTACHED WITH (2) 1/45c3/4' SELF -TAPPING SCREW PER STILE LOCATION. 12 GA GALV. STEEL TOP BRACKET. EACH BRACKET ATTACHED V/(4) 014x5/8' SHEET METAL SCREWS. A➢JUSTA13LE SLIDE ATTACHED TO TOP BRACKET WITH (M 1/4'x1/2' BOLTS AND NUTS PER BRACKET. IN 14 GA GALV. ROLLER ER MING. EACH HINGE FASTENED WITH (4) i14x5/8' SHEET METAL SCREWS AND (4) 1/4'x3/4' SELF -TAPPING SCREWS, SEE VIEW 9. BOTTOM ROLLER BRACKET IF 13 GA GALV. STEEL (MEASURING 3' x 9-1/8' MIN), FASTENED WITH (4) R14 B BOTTOM SECTION REINFORCED X 5/8' LG SHT. MTL SCREWS WITH TEMPERED ALUMINUM EXTRUSION WITH DRTEGRAL o RETAINER FOR FLEXIBLE V-1 ASTRAGAL SECTION A -A (SIDE VIEW) C—PAN—lE448 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A Unfew Stated Otherwise TOLERANCES aro .0 t.031 � Clapay 11585 Duke Boulevard M. off -77D USA Tel. No. 513-770-4800 CORPORATION Fox No. 513-770-4853 WINDLOAD RATING W 6 D P 3 6 A DESCRIPTION: COMMERCIAL RIBBED STEEL DOORS UP TO 12'2'W .00 = t.015 .000 t.005 0000 = t.001 DRAWN BY: SH DATE: 12/1/14 SCALE: NTS DWG. D CHECKED BY: MWW DATE: 4/15/15 SHEET 2 OF 3 SIZE Degrees = t1/Y UN.. Stated Ou—ise DIMENSIONS ARE iN INCHES. DI DWG. NO.: 104811 VER: M-D 6 4 I 3 CLOPAY_ / IDEAL / HOLM_ES__ _ 524 / C4ST % 224 / 24GA 1-7A4 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 DOORS UP TO 600 LBS, NOTE 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 w WIND LOAD RATING. x 0 0 t x I PRODUCT REVISED as comp mg with the Florida Building ode MOA-No. 20-0922.53 Expiration Date 07/02/2025 By Miami-0ade Product Control 3" TRACK CONFIGURATION DOORS 800 LEIS AND OVER, NM DOUBLE TRACK HEADROOM, HI-UFT TRACK, FOLLOW -THE- ROOF TRACK, AND VERTICAL LIFT TRACK ARE AVAILABLE OPTIONS. TRACK CONFI T. GURATION A80VE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING. Ell 0 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUD DOOR COUNTERBALANCE SYSTEM �P13 GA GALV. STEEL FLAG BRACKET ATTACHED TO JAMB WITH (3) 5/16' X 1-5/8" LAG SCREWS AND TO TRACK WITH (2) 1/4" RIVETS. SUBSEQUENT TRACK BRACKETS ON 24' CENTERS. AS REQUIRED: SPACING NOT TO EXCEED 30' O.C. FROM TOP TRACK BRACKET AND FLAG BRACKET. 62"t4" 2" GALV. STEEL TRACK, l TRACK THICKNESS: 0.060". 36"t2" 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. 10" 3-1/2" L 3 OF 3 REV. NO. ZONE: DATE: ECN NO, T 05 - -- - REVISIONS SEE REVISION HISTORY ON SHEET ONE. JAMB CONFIGURATION DOORS UP TO 800 LBS, ANGLE MOUNT JAMB CONFIGURATION OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT). 2x6 SYP JAMB (IF PRESENT: SEE JAMB NOTES ON SHEET 2). BRACKET MOUNT JAMB CONFIGURATION 18 GA GALV. 2-3/4" WIDE STEEL GALV. END STILE VERTICAL TRACK TO BE 1" DOOR OVERLAP (EACH SIDE) FASTENED TO DOOR SKIN WITH TOG-L-LOC, (2) EACH CONTINUOUS OR REVERSE ANGLE. TOP &BOTTOM, AND (4) VERTICALLY. 1-3/4" X 2-1/4' X 12 CA 2x6 SYP WOOD JAMB. REQUIRED FOR BRACKET 2"x1-7/8' 16 GA GALV. INTER. STILE ATTACH Y=:�� y;,�:A•':;%�. s l�'F. WALL ANGLE. 12 GA TRACK CUPS ATTACHED TO WALL ANGLE MOUNT. TO SKIN WI H LOG-L-LOGS (2) AT TOP & "+:y.+`},ri -.: WITH TWO 1/4" RIVETS PER CUP BOTTOM AND (1) AT EACH MAJOR RIB. TRACK CUPS ARE ATTACHED TO TRACK WITH 2-1/2" X 12 GA GALV. STEEL RIVETS OR ONE 1/4" BOLT AND TRACK BRACKETS FASTENED TO III NUT. ONE 5/16' X 1-5/8' LAC WOOD JAMBS WITH 5/6" X —7/16- I.D. ROUND SCREW AT EACH TRACK CUP 1-5/8' LAG SCREWS NOT TO PUSH NUT FASTENER. GA GALE. STEEL.. CENTER LOCATION. ALSO TWO LAG EXCEED 30` ON -CENTER. FASTENED TO SECTION SCREWS LOCATED ABOVE HINGE W/(4) EACH #14x5/8' SHEET VERTICAL/HORIZONTAL TRACK METAL SCREWS. JUNCTION. 11 2" GALV. STEEL TRACK FASTENED TO 14 GA CALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8 12 GA GALV STEEL TRACK BRACKETS SHEET METAL SCREWS AND (4) 1/4" SELF TAPPING SCREWS PER END HINGE. n WITH EITHER (2) 1/4' DIA RIVETS OR lJ (1) 1/4' X 5/8" BOLT & NUT PER 2' DIA x 4-1/2" LONG STEM (7/16" CIA. 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 CENTER HANG REQUIRED FOR DOORS 500 LBS AND OVER. DOORS OVER 8' HIGH. 1' DOOR OVERLAP (EACH SIDE) i� 3 GALV. TAPERED STEEL 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./HORIZ. TRACK JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 24' CENTERS. FNE TRACK BOLT AND NUT AT EACH SLOT LOCATION. -10' -3-1/2' 3 2x6 SYP JAMB (IF PRESENT; HORIZONTAL TRACK SEE JAMB NOTES ON SHEET 3). 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. DOUBLE TRACK IOW HEADROOM OPTION (AVAIL FOR BOTH 2- AND 3" TRACK) DOUBLE HORIZONTAL TRACK. OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO SUIT). 18 GA GALV. 2-3/4" WIDE STEEL GALV. END STILE FASTENED TO DOOR SKIN WITH TOG-L-LOC, (2) EACH TOP & BOTTOM, AND (4) VERTICALLY. 2`x1-7/8" 18 GA GALV. INTER. SOLE ATTACHED FTO SKIN WITH LOG-L-LOCS (2) AT TOP & BOTTOM AND (1) AT EACH MAJOR RIB. 14 GA GALV. STEEL CENTER HINGE 1 FASTENED TO SECTION W/(4) EACH l� 7/16" I.D. ROUND —#14x5/8' SHEET METAL SCREWS. 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 #14x5/8" SHEET METAL SCREWS TAPERED ANGLE WITH ONE 1/4'x5/8" BOLT & AND (4) 1/4" SELF TAPPING SCREWS PER END HINGE. NUT AT EACH MOUNTING SLOT. 3" DIA x 5-1/2" LONG STEM (7/16" DIA. SHAFT) BALL BEARING STEEL. ROLLER. SECTION C-G MANUFACTURING PRODUCT COD( PREPARATION OF JAMBS BY OTHERS C-PAN-1E448 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A Unless Stated othemise = Clopay 8585 Duke Boulevard WINDLOAD RATING TOLERANCES are Mason, 51 -770- USA / C D P 3 6 Tel. No. 513-770-4853 W 6 .0 = t.031 CORPORATION Fs: No. 513-770-4853 ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME .00 f.015 DESCRIPTION: COMMERCIAL RIBBED STEEL DOORS UP TO 12'2'W DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", 10", 34", 55 .000 t.005 DRAWN BY: SH DATE: 12/1/14 SCALE: TITS DWG. ETC.). TWO LAG SCREWS ALSO LOCATED ABOVE .0000 = t.001 VERTICAL/HORIZONTAL TRACK JUNCTION. Degrees = t1/' CHECKED BY: MWW I DATE: 4/15/15 1 SHEET 3 OF 3 ISIZEB oni�oNS A � INCHES. DWG. NO.: 104811 VER: M-D 2 1 i n