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Home My WebLink AboutNOA0 0 MIAMI- DEPARTMENT OF REGULATORY AND BOARD AND CODE ADMINISTRATION NOTICE OF ACCEPTANC Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: DIV Wqwlapm" IM RESOURCES (RER) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econom This NOA is being issued under the applicabl'e rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted b� 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 expiraiion date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other thap , Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product at al fails to perform in the accepted manner, the manufacturer will incur the expense of or in l7r' " such testing and the AHJ may immediate revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acc4tance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirement� of the applicable building code. This product is approved as described �erein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Canyon Garage Door up to 9'-0" 1 APPROVAL DOCUMENT Car", sheets 1 through 3 ol3,, Building Products Company, Dade County Product Contr I the Miami -Dade County Pr di NhSSILE IMPACT RA Ip LABELING: A permanent I negative design pressure ratinE number (NOA), the applicable located on the door's side tracl RENEWAL*of this NOA S�i applicable building code negat TERAHNATION of this ' and/or manufacture of the p C other purposes shall autom tic; and removal of NOA. achman 2" Intellicore Insulated W8 DP54 Steel Sectional w/ Optional Impact Resistant Lites i Drawing No. 104949, titled "Canyon Ridge/Coachman Intellicore W8 Single lated 05/05/2015, with revision 4 dated 09/09/2020, prepared by Clopay �igned and sealed by Mark Westerfield, P.E. on 06/05/2020, bearing the Miami - revision stamp with the Notice of Acceptance number and expiration date by ict Control Section. : Large and Small Missile Impact Resistant 3el with the manufacturer's name or logo, manufacturing address, model number, the positive and indicate impact rated if applicable, installation instruction drawing reference number, approval -st standards, and the statement reading 'Miami -Dade County Product Control Approved' is to be bottom angle, or inner surface- of a panel. I be considered after a renewal application has been filed and there has been no change in the ely affecting the performance of this product. ?k will occur after the expiration date or if there has been a revision or change in the materials, use, ct or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any ly terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination LIMITAT. . is a proval requires the manufacturer to do testing of all coils used to fabricate door panels. A minimum of 2 specimens shall be cut fr ? in each coil and tensile tested according to ASTM E-8 by a Miami -Dade County approved laboratory. Every 3 months, the manufactu / rer shall mail to this office a copy of the tested reports. Only coils with average yield strength of 30,000 psi or more shall be used to ake door panels for Miami -Dade County under this Notice of Acceptance. date may be displayed INSPECTION: A c available for inspectio I , This NOA revis�s approval documen The submitted doc 'y: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. )py of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be i at the job site at the request of the Building Official. NOA # 20-0512.04 and consists of this page I and evidence pages E- I and E-2, as well as mentioned above. was reviewed by Sifang Zhao P.E. 12/24/2020 NOA No 20-0922.54 Expiration Date: July 16, 2025 Approval Date: December 24 2020 1 Page 1 Clopay Building Products Company CE 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS '�d "Canyon Ridge/Coachman Intellicore W8 Single Car", sheets 1 1. Drawing No. 104949, title through 3 of 3, dated 05/0/2015, with revision I dated 05/08/2015, prepared by Clopay Building Products Comp ny, signed and sealed by Mark Westerfield, P.E. "Submitted under NOA #15-0519.02" 2. Drawing No. 104949, ti ed "Canyon Ridge/Coachman Intellicore W8 Single Car", sheets I through 3 of 3, dated Og5/05/2015, with revision 2 dated 07/18/2017, prepared by Clopay Building Products Co any, signed and sealed by Mark Westerfield, P.E. "Submitted under NO #17-0809.24" 3. Drawing No. 104949, itled "Canyon Ridge/Coachman Intellicore W8 Single Car", sheets 1 through 3 of 3, dated 5/05/2015, with revision 3 dated 03/23/20, prepared by Clopay Building Products Co�ipany, signed and sealed by Mark Westerfield, P.E. "Submitted under NOA #20-051Z 04 B. TESTS 1. Test reports on 1) U iforin Static Air Pressure Test, Loading per FBC TAS 202-94 2) arge Missile Impact Test per FBC, TAS 201-94 3) �yclic Wind Pressure Loading per FBC, TAS 203-94 4) orced Entry Test, per FBC, TAS 202-94 5)�ensile Test per ASTM E8 along with markeq-up drawings and installation diagram of 9'0"x 8', 27ga steel garage door Coachman ModeljCGU I I W8 with Polycarbonate windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0723.01-14, dated 08/04/2014, and Addendum letter to Test Report No. ATL�C 0723.01-14, signed and sealed by David W. Johnson, P.E. "Submitted un#r NOA #15-05-19.02" 2. Test reports on Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 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 16'2"x 8', 27ga steel garage door Model GD2LPW8 with MAK SL and/or NLAK 15 windows, prepared by American Test Lab, Inc., Test, Rel�ort No. ATLNC 1105-01-13, dated 01/14/2014, signed and sealed by David W. Johnson,P.E I I "Submitted under NOA #.15-0519.02" 3. Test report op Salt Spray per ASTM B 117 of painted G40 galvanized painted and G90 panels, prepared by IFenestration Testing Laboratory, Inc., Test Report No.7890, dated 10/0 1/2014, signed by Idalmis Ortega, P.E. "Submitted under NOA #15-0519.02" C. CALCULAT O�S 1. Jamb c or calculations prepared by Clopay Building Products Company, dated 05/08/2015, signed an I sealed by Mark Westerfield, P.E. "Submitted under NOA #15-0519.02 D. QUALITY AS CE 1. Miami-D de Department of Regulatory and Economic Resources (RER) Sifang Zhao P.E. Product Control Examiner NOA No 20-0922.54 Expiration Date: July 16, 2025 Approval Date: December 24,2020 E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. STATEMENTS I 1. Statement letter of code conformance to 5h edition (2014) FBC and Statement letter of no financial interest, issued by I lopay Building Products Company, dated 05/11/2015, signed and sealed by Mark Wester leld, P.E. "Submitted under NOA #15-0519.02" 2. Statement letter of code co formance to 2010, 5 th Edition (2014) and 6 th Edition (2017) FBC issued by Clopay Buil ing roducts Company, dated 08/02/2017, signed and sealed by Mark Westerfield, P.E. "Su 1 d under NOA #17-0809.24" 3. Certificate of amendment �hanging 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 A60-0512.04 - 2. NEW EVIDENCE A. DRAWINGS 1. Drawing No. 104949, tilled "Canyon Ridge/Coachman Intellicore W8 Single Car", sheets 1 through 3 of 3, dated 0 /05/2015, with revision 4 dated 09/09/2020, prepared by Clopay Building Products Co pany, signed and sealed by Mark Westerfield, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Depatent of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter 1code conforinance to the 6th Edition (2017) FBC, 7 th Edition (2020) FBC and Statement let�er of no financial interest, issued by Clopay Corporation, dated 09/15/2020, signed and seale0by Mark Westerfield, P.E. Sifang Zhao P.E. Product Control Examiner NOA No 20-0922.54 Expiration Date: July 16, 2025 Approval Date: December 24, 2020 E-2 In! Im 41 I CLOPAY CANYON RIDGE SERIES: CAN2nn—XX, COACHMAN SERIES: CGUnn, CXUnn HOLMES GLENMOOR SERIES: GLN2nn—XX, SEITLERS SERIES: SXUnn IDEAL CARRIAGE HOUSE CUSTOM WOOD —LOOK SERIES: MWL2nn—XX, AFFINITY SERIES AGUnn MODEL- DESIGNATION NOTE 1: "nn" REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS. COACHMAN —TYPES DOORS ARE 2-5/8" THICK. MODEL DESIGNATION NOTE 2: "XX" REPRESENTS THE TYPE OF CLADDING. IF "XX" IS "MN" "PN" "CN" OR "NC" THE DOOR HAS EITHER CLADDING OR OVERLAYS AND IS 2-1/2" THICK OVERALL. ANY OTHER VALUE FOR "XX" INDICATES T14AT THE DOOR HAS CLADDING AND OVERLAYS ON THE 2" BASE DOUBLE —SKIN INSULATED DOOR AND IS 3" THICK OVERALL. z 0.1 (0 11 0 0 1- C Uj 0 a: ly- 0 0 X D 0 U_ < �m L All ;0 R �/ B.B 2 1,, 1 SHEETi 1 OF' 3 REVISIONS REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 00 - 4/11/14 - SH INITIAL RELEASE. 01 - 5/8/15 - MW UPDATED FOR MIAMI-DADE APPLICATION 02 - 7/18/17 - SH UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC. 03 3/23/20 MWW I UPDATED TITLE BLOCK 04 1 1 9/9/20 1 1 SH JUPDATED CODE COMPLIANCE STATEMENT TO 7TH EDITION FBC (1) 2" X 3" X 0.034" INTERNAL BACKER PLATE AT EACH HINGE LOCATION ATTACHED TO SKIN WITH (2) TOG-L-LOC CLINCHES. A OPTIONAL IMPACT RESISTANT GLAZING. MAXIMUM GLAZING SIZE (DLO) IS 45" x 15". SEE SECTION B-B FOR DETAILS. All, A/1 VIEW "B" GLAZING MAY BE INSTALLED IN TOP SECTION (SHOWN) OR INTERMEDIATE SECTION (NOT SHOWN). OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH 9'-0" # OF INTERM. DOOR WIDTH HINGES/JOINT 6'2' TO 7'6' 2 7'8' TO 9'0' 1 % �4' DESI R1* P MARK ESTE ";L , , �,E, , — �Mff I 111r, , . - A n r- - --am- A DOOR HEIGHT # OF SECTIONS # OF U-BARS UP TO 6'0' 3 6 6'3' TO 8'0' 4 8'3' TO 10'0" 5 .8 10 10'3' TO 12'0' 6 12 12'3' TO 14'0' 7 14'3' TO 16'0' 8 .14 16 MAX SECTION HEIGHT, 24' VIEW "C" TWO POINT LOCKING INTO TRACK. END STILE. OUTSIDE HANDLE. _;in I LOCK BAR TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. SNAP LATCH ENGAGES SLIDE BOLT LOCK ONTO VERTICAL TRACK. END ENGAGES INTO ONE SNAP LATCH ON STILE. VERTICAL TRACK. EACH SIDE OF DOOR. ONE LOCK ON EACH SIDE OF DOOR. OUTSIDE INSIDE SLIDE BOLT KEYED LOCK OPTION. HANDLE. MAR 0 9 2020 ST. Lud� County, Permitting j END STILE. I ` INSIDE HANDLE OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0922.54 Expiration Date 07/16/2025 BY -e� Miim-i-Dade -Product Control I M PACT- RESISTANT CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS ALSO APPROVED: SL, AR, 15), APPROVED CC1 PLASTICS IN ACCORDANCE WITH IBC/FBC 2606 AND APPROVED C1 PLASTICS IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. SECTION 13-13 (1 M PACT- RESISTANT GLAZING OPTION) EXTERIOR OF DOOR. DECORATIVE OVERLAY., SILICONE ADHESIVE. 3/4" GLAZING BITE ASA FRAME CAP. GLAZING. INTERIOR OF DOOR. INSULATED DOOR SECTION. - (16) #8-18 x 1' SELF -TAPPING SCREWS. -CELLULAR PVC RETAINER, (2) #8-18 'x I" SELF -TAPPING SCREWS, (1) MIDDLE OF TOP AND (1) MIDDLE OF THE BOTTOM Or FRAME. ALUMINUM FRAME. IMPACT- RESISTANT GLAZING DETAILS THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF 6TH AND 7TH EDITION OF THE FLORIDA BUILDING CODE UFACTURING PRODUCT C COACHMAN, DSIUD—IM479 DESIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F. 1FA�T_�&._N/A Unless Stated Otherwise TOLERANCES are 8585 Duke Boulevard ffl(jpay Mason,. OH 45040 USA Tel. N 513-770-4800 WINDLOAD RATING W8 DP54 .0 = ±.031 CORPORATION Fox No. 513-770-4853 DESCRIPTION: CANYON RIDGE/COACHMAN INTELLICORE W8 SINGLE CAR .Do = ±.015 .000 = ±.005 .0000 = ±.001 DRAWN BY: SH DATE: 7/17/14 SCALE: NTS :fDWG. CHECKED BY: MW DATE: 5/5/15 SHEET 1 OF 3 Degrees = ± 1/2' ISIZE I—) Unless Stated Otherwise DIMENSIONS ARE IN INCHES 104949 VER: M —D I I Fj 111p, 11 a I CLOPAY CANYON RIDGE SERIES: CAN2nn-XX, COACHMAN SERIES: CGUnn. CXUnn HOLMES GLENMOOR SERIES: GLN2nn-XX. SETTLERS SERIES: SXUnn IDEAL CARRIAGE HOUSE CUSTOM WOOD -LOOK SERIES: MWL2nn-XX, AFFINITY SERIES AGUnn MODEL -DESIGNATION OTE 1: "nn" REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS. COACHMAN -TYPES DOORS ARE 2-5/8" THICK. MODEL DESIGNATION NOTE 2- XX" REPRESENTS THE TYPE OF CLADDING. IF "XX" IS "MN" "PIN" "CN" OR "NC" THE DOOR HAS EITHER CLADDING OR OVERLAYS AND IS 2-1/2" THICK OVERALL ANY OTHER VALUE FOR "XX" INDICATES THAT THE DOOR HAS CLADDING AND OVERLAYS ON THE 2" BASE DOUBLE -SKIN INSULATED DOOR AND IS 3" THICK OVERALL 2" TRACK CONFIGURATION. DOOR COUNTERBALANCE SYSTEM 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO JAMB WITH �(3) 5/16- X 1-5/8" LAG SCREWS rAND TO TRACK WITH (2) 1/4" RIVETS. NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES -_-'-AS REQUIRED: SPACING NOT TO E)<CEED 30" O.C. NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. 0 0 2" GALV. STEEL TRACK, TRACK THICKNESS: 0.060". 36"±2" TYP. 2-1/2" X 12 GA GALV. z STEEL TRACK BRACKETS. ATTACHED TO JAMB WITH (1) IL 5/16- X 1-5/8" LAG SCREW PER z 0 TRACK BRACKET. L 10" 3-1/2- 3" TRACK IS ALSO AVAILABLE. VIE DESIGN'F-N INAEER"� MARK WESTERFIELD, P.E. 11. . ki AOArlr- I 9 SHEET, REVISIONS 3 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION 04 — I SEE REVISION HISTORY ON SHEET ONE. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). JAMB CONFIGURATION. 2x6 SYP WOOD JAMB. SEE OPTIONAL STOP MOULDING BY INSTALLER (TO SUIT). "JAMB PREPARATION NOTE". / _3" WIDE 18 GA GALV. STEEL END STILE. 2-1/2" X 12 GA GALV. STEEL TRACK BRACKETS, FASTENED TO PIC WOOD JAMBS WITH 5/6" X 1-5/8" 7/16- I.D. ROUND 14 GA. GALV. STEEL CENTER HINGE LAG SCREWS. PUSH NUT I�FASTENED TO SECTION W/(4) EACH FASTENER. #145/8" SHEET METAL SCREWS. 714 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS AND (4) 1/4" SELF TAPPING SCREWS PER END HINGE. 2" GALV. STEEL TRACK FASTENED TO To 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4- DIX RIVETS OR 2" DIX SHORT STEM 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. (1) 1/4" X 5/8" BOLT & NUT PER TRACK BRACKET SECTION C-C PRODUCT REVISED as complying with the Florida Building Code NOA-No.- 20-0922.54 Expiration Date 07/16/2025 By Z�_ Miami -Dade Product Control PREPARATION OF JAMBS BY OTHERS. LHR BRACKET (2-1/2" x 5-3/4" x 12GA) ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING SCREWS. DOUBLE TRACK LOW HEADROOM OPTION (AVAIL. FOR BOTH 2" AND 3" TRACK) DOUBLE HORIZONTAL TRACK. UFACTURING PRODUCT C COACHMAN, DSIUO-IM479 DESIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F. IPART NO.: N/A Unless Stated Otherwise TOLERANCES are 8585 Duke Boulevard C10P3Y Mason, OH 45040 USA Tel. N 513-770-4800 WINDLOAD RATING W8 DP54 .0 = ±.031 CORPORATION Fox No* 513-770-4853 .00 = ±.015 DESCRIPTION: CANYON RIDGE/COACHMAN INTELLICORE W8 SINGLE CAR .000 = ±.005 .0000 ±.001 DRAWN BY: ��DATE: 7/17/14. SC LE: NTS DWG. T-) Deg rees ± 1/27 !SIZE I—) CHECKED BY: MW DATE: 5/5/15 SHEET 3 OF 3 Unless Stated Otherwise DIMENSIONS ARE IN INCHES. !DWG. NO.: 104949 VER: M—D N NO 0 19rb, 4 I If Ef low, a CLOPAY CANYON RIDGE SERIES: CAN2nn-XX, COACHMAN SERIES: CGUnn, CXUnn HOLMES GLENMOOR SERIES: GLN2nn-XX, SETTLERS SERIES: SXUnn - IDEAL CARRIAGE HOUSE CUSTOM WOOD -LOOK SERIES: MWL2nn-XX, AFFINITY SERIES AGUnn MODEL DESIGNATION NOTE 1: "nn" REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS. COACHMAN -TYPES DOORS ARE 2-5/8" THICK. MODEL DESIGNATION NOTE 2: "XX" REPRESENTS THE TYPE OF CLADDING. IF "XX" IS "MN" "PN" "CN" OR "NC" THE DOOR HAS EITHER CLADDING OR OVERLAYS AND IS 2-1/2" THICK OVERALL ANY OTHER VALUE FOR "XX" INDICATES THAT THE DOOR HAS CLADDING AND OVERLAYS ON THE 2" BASE DOUBLE -SKIN INSULATED DOOR AND IS 3" THICK OVERALL - r- HORIZONTAL (TOP) JAMB AD kNO LU I -HUM DUUK) FASTENER TYPE MAX. O.C. L 2x6 VERTICAL JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT SHEETa REVISIONS 2 OF 3 REV. NO. ZONE: DATE:' ECN NO. APPVD: I DESCRIPTION 04 - . - - I SEE REVISION HISTORY ON SHEET ONE. NOTES 1 . ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +243 LB & -270 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. PREPARATION OF JAMBS BY OTHERS NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BF USED FOR A17ACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) BUILDING TYPE FASTENER TYPE MAXIMUM ON -CENTER DISTANCE BETWEEN FASTENERSW STEEL WASHERS REQUIRED HOLLOW CMU BLOCK WALL 1/4' x 1-1/4' MIN. EMBED ULTRACON CONCR CROR- 6 3,'4'- GROUT-FILLED CMU BLOCK 1/4' x 1-3/4' MIN. EMBED ULTRACON CONCRETE ANCHOR 11 1/4' 1' O.D. 2000 PSI MIN. CONCRETE 1/4' x V MIN. EMBED ULTRACON CONCRETE ANCHOR 9 3/4' 11 D.D' 2000 PSI MIN. CONCRETE 1/4' x V MIN, EMBED TAPCON CONCRETE ANCHOR 8 1/4' 1' O.D. 2000 PSI MIN. CONCRETE 13/8- X 1-3/4' MIN, EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR 20 1/2, 1 INCLUDE 4000 PSI MIN. CONCRETE 13/8' X 1-3/4' MIN. EMBED WEJ-IT ANKIR TITE SLEEVE ANCHOR 24' 1 INCLUDED WOOD FRAME (SYP 0,55 SG) 11/2' x 3' LAG SCREW (ASTM A307, GRADE A) 1-5/8. EMBED INTO STRUCTURE 22 1/4' 1 1- 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. 44 4 Co f-C rn R DESIN LN 11NE MARK WESTERFIELD, P.E. 11 3" TALL 50 KSI U-BAR 20 GA. GALV. STEEL. 3" 1-7/8" T 27 GA. (0.016" MIN.) EXTERIOR STEEL SKIN WITH G-40 MIN. GALV., BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. POLYURETHANE FOAM INSULATION (2.4# PCF). COACHMAN -TYPE DOORS: DECORATIVE 5V_ERLAY (PVC WITH SANOY ASA CAPSTOCK) ATTACHED TO OUTSIDE SKIN WITH PERMANENT ADHESIVE. CANYON -RIDGE TYPE DOORS: HIGH DENSITY MOLDED COMPOSITE OVERLAY AND OPTIONAL CLADDING ADHERED TO OUTSIDE SKIN WITH PERMANENT ADHESIVE. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.z::::::_ 2" THICK BASE DOOR OVERALL THICKNESS VARIES WITH MODEL. SEE NOTES WITH MODEL NUMBER LISTS. 12 GAGE GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED WITH (4) #14x5/8" SHEET METAL SCREWS. L�V v 27 GA. INTERIOR STEEL SKIN (DRAWING -40 MIN. GALV., .... QUALITY) WITH G BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 14 GA. GALV. STEEL ROLLER HINGE. SEE SECTION C-C �_o 01 3" TALL x 20 GA. GALV. STEEL U-BAR. ONE AT THE TOP AND ONE AT THE BOTTOM OF EACH SECTION. ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS PER HINGE LOCATION. 13 GA. (MIN.) GALV. STEEL BOTTOM :D1 BRACKET (2-3/4" X 7"). ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. SECTION A -A (SIDE VIEW) #145/8" SHEET MANUFACTURING PRODUCT COD METAL SCREWS COACHMAN DSIUO-IM479 CANYON RIDGEi DSIUO-IK479 DESIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F. -PART NO.: N/A 1/4"x3/4" SELF TAPPING SCREWS PRODUCT REVISED as complying with the Florida Building Code Unless Stated Otherwise TOLERANCES are CI (1pay 8585 Duke Boule rd Mosopo �,. OH 45040 USA Tel. 513-770-4800 WINDLOAD RATING W8 DP54 0 0 NOA-No. 20-0922.54 .0 = ±.031 CORPORATION Fox No. 513-770-4853 Expiration Date 07/16/2025 .00 = ±.015 .000 = ±.005 DESCRIPTION: CANYON RIDGE/COACHMAN INTELLICORE W8 SINGLE CAR .0000 = ±.001 DRAWN BY: SH JDATE: 7/�L17/1#4SCALE: NTS DWG. 14 GA. END HINGES 14 GA. INTERMEDIATE HINGE "C" By -Product Degrees = ±1/7 CHECKED BY: MW DATE: 5/5/15 SHEET 2 OF 3 ISIZE J_J VIEW "B" VI EW 111111hir-ni-Dade Control Unless Stated Otherwise . DIMENSIONS ARE IN INCHES. DWG. NO.: 104949 VER: M-D 2 1 1 111 Ef am 0