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HomeMy WebLinkAboutNOARECEIVED 14NR 0 5 IN Permlttinde Ca nENe 5t. Lu MIAMI-DADS 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.sov/economy Cornell Iron Works, Inc. 24 Elmwood Avenue . Mountaintop, PA 18707 SCANNED BY SCOPE: St, Lucie County 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: Steel Rolling Door up to 14'-5" Wide (80 FPS Impact) APPROVAL DOCUMENT: Drawing No. ES-16-56-CIW, titled "14'-5" Wide 65 PSF 80 FPS Non - Insulated Rolling Steel Door", sheets 1 through 6 of 6, dated 09/.10/2014, with revision A dated 03/27/2015, prepared by Cornell Iron Works, Inc., signed and sealed by Shawn Patrick Kelley, 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, one of the 3 manufacturing addresses on drawings, 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 suifface 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 # 15-0112.06 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos IV Utrera, P.E. NOA No. 18-0125.10 MIAMWADECOUNTY ��) File Co iration Date: July 9, 2020 �/f Lim "' e.- Approval Date: April 26, 2018 4/4M6 Page 1 Cornell Iron Works, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted under NOA # 15-0112.06" 1. Drawing No. ES-16-56-CIW, titled "14'-5" Wide 65 PSF 80 FPS Non -Insulated Rolling Steel Door", sheets 1 through 6 of 6, dated 09/10/2014, with revision A dated 03/27/2015, prepared by Cornell Iron Works, Inc., signed and sealed by Joseph Dixon, Jr., P.E. B. TESTS "Submitted under NOA # 15-0112.04" 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 (Level `E') 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8-08, along with marked -up drawings and installation diagram of C20 Roll -up Garage Doors, prepared by Intertek/Architectural Testing, Inc., compliance letter and Test Report No. D1278.01-109-18, dated 01/29/2014, with revision 1 dated 03/25/2015, signed and sealed by Michael D. Stremmel, P.E. 2. Test report on Salt Spray Performance Test per ASTM B 117-09 of G90 unpainted and G40 painted samples, prepared by Intertek, compliance letter and Test Report No. G100075502MID-002, dated 05/26/2010, signed and sealed by Rick Curkeet, P.E. C. CALCULATIONS "Submitted under NOA # 15-0112.04" 1. Calculations prepared by Joseph H. Dixon, Jr., P.E., dated 10/03/2014, signed and sealed by Joseph H. Dixon, Jr., P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0112.06" 1. Private label agreement dated 12/11/2014. 2. Statement letter of code conformance to 2010 and 5h edition (2014) FBC issued by Joseph H. Dixon, Jr., P.E., dated 01/03/2015, signed and sealed by Joseph H. Dixon, Jr., P.E. "Submitted under NOA # 15-0112.04" 3. Statement letter of no financial interest issued by Joseph H. Dixon, r., P.E., dated 01/03/2015, signed and sealed by Joseph H. Dixon, Jr., P.E. p¢ t8 Zo�B Carlos M Utrera, P.E. Product Control Examiner NOA No. 18-0125.10 Expiration Date: July 9, 2020 Approval Date: April 26, 2018 E-1 Cornell Iron Works, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. ES-16-56-CIW, titled "14'-5" Wide 65 PSF 80 FPS Non -Insulated Rolling Steel Door", sheets 1 through 6 of 6, dated 09/10/2014, with revision A dated 03/27/2015, prepared by Cornell Iron Works, Inc., dated 01/12/18, signed and sealed by Shawn Patrick Kelley, P.E. B. TESTS 1. None. C. CALCULATIONS "Submitted under NOA 918-0125.02" 1. Calculations prepared by moment ENGINEERING + DESIGN, LLC, dated 01/12/2018, signed and sealed by Shawn Patrick Kelley, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) I�Tj04-1DIOFAWO) DIA' I10[V.% I[II&I 1. None. F. STATEMENTS 1. Statement letter of code conformance to FBC 6tb Edition (2017), and of no financial interest, dated January 11, 2018, issued by moment ENGINEERING + DESIGN, LLC, signed and sealed by Shawn Patrick Kelley, P.E. � p¢�lBf2o18 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0125.10 Expiration Date: July 9, 2020 Approval Date: April 26, 2018 E-2 HOOD $9A rA fn n91A AAim 1 SPRING ADJUSTOI STOPPERS GUIDE ASSEM GUIDE SETBACK VARIES %2" STANDARD OPENING WIDTH 14'-5" DISTANCE BETWEEN GUIDES (D.B.G.) 10 OVERALL DOOR ASSEMBLY 1:32 SCALE UP MECHANISM NOT INCLUDED IN TI PROVAL. MUST BE CERTIFIED BY AN :NDENT TESTING AGENCY IF REQUIF RATION: A -UP IN po IWN) NK N4C • KET ASSEMBLY �m J U M BAR DLT TE 10 GUIDE SETBACK VARIES "STANDARD PRODUCT REVISED as complying with the Florl Building Code NOA-No. 18-0125.1 Expiration Date 07/09/202 By Miami-Dd-elb Product Contra Y2-13 SAE GR. 5, GR. 8, ASTM A325, OR A490 HEX HEAD BOLT, Y2-13 NUT AND YZ' HARDENED FLAT WASHERS AT.12" O.C. 1.000 1.937 MAX. ORIENTATION FOR I STEELSTRUCTURE 4.750 1.188 0.656 SLIP MAX. L 2.813 1.375 XV1-B 2.500 2.500 I —1.000 ORIENTATION FOR CONCRETE AND BLOCK STRUCTURE OPTIONAL FOR STEEL STRUCTURE 3 Y2 x 3 Y2 x Y4 ASTM A36 STEEL x 2 x Y4 ASTM A36 STEEL / WINDLOCK f-1.50D—{ \-3Y2x3xY4ASTM A36STEEL _ 3/ x 3/4 ASTM A36 STEEL O GUIDE ASSEMBLY DETAIL 1:2 SCALE i Aliy4al L'T (2) 2 (2) 2 SLAT DETAIL TYPICAL SECTION ASTM A653 HSLAS TYPE B GRADE 40 G40 WITH POLYESTER BASED ASTM A653 HSLAS TYPE A GRADE 40 G40 WITH POLYESTER BASED ASTM A653 STRUCTURAL STEEL GRADE 40 G40 WITH POLYESTER BA OR TYPE 304 STAINLESS STEEL (MIN. YIELD 40,000 psi) OR TYPE 316 STAINLESS STEEL (MIN. YIELD 40,000 psi) OR TYPE 430 STAINLESS STEEL (MIN. YIELD 40,000 psi) OR TYPE 201 STAINLESS STEEL (MIN. YIELD 40,000 psi) FULL SCALE F3 SUPPORTING STRUCTURE 1 F3 Z OR E GUIDE BETWEEN JAMBS GUIDE UNRED CED WIND FORCES ON BUILDING STRUCTURE (LBS / FOOT OF HEIGHT Z-GUIDE POSITIVE NEGATIVE F1 I F2 I F3 F1 I F2 I F3 1986 1508 1913 3156 1 3634 1 1913 E-GUIDE POSITIVE NEGATIVE F1 F2 F3 F1 I F2 1 F3 6517 1 6039 1 1913 6338 1 6816 1913 BETWEEN JAMBS GUIDE POSITIVE I NEGATIVE F1 F2 F3 F1 F2 F3 3745 1832 478 8004 6091 478 BUILDING DESIGNER NOTE:, STRUCTURE MUST BE DESIGNED TO SUPPORT F1, F2, AND F3 FORCES (LBS./FT. OF OPENING HEIGHT) AT EACH JAMB. I A EXISTING STEEL STRUCTURE OPENING SLIP 0.656 lY4 MAX. /-14'-5" MAX. D.B.G. - F- 3Y4 Q GUIDE ASSEMBLY STEELSTRUCTURE (BETWEEN JAMBS GUIDE) ASTM A325 OR A490 HEX HEAD BOLT, y-13 NUT AND y" HARDENED FLAT WASHERS AT 12" O.C. OR 1/2-13 SAE GR. 5, SAE GR.8, ASTM A325 OR A490 HEX HEAD BOLT AND 1/2" HARDENED FLAT WASHERS AT 12" O.C. TAPPED INTO MIN. NOMINAL 1/4" THICK HSS OR 1/4" THICK STEEL WITH MIN. 36,000 PSI YIELD STRENGTH SHAFT COIL DIMENSION .Y J DIMENSION BRACKET PLATE ASSEMBLY FASTENER BRACKET PACKOFF BRACKET Z NTING WARE WALL ANGLE OR EXISTING STRUCTURE FOR BETWEEN JAMBS 13 BRACKET MOUNTING / TOP WALL ANGLE. FASTENING BRACKET MOUNTING PER DETAIL 7 DEPICTED, OTHER BRACKET MOUNTINGS ARE AVAILABLE SCALE: NTS I I WALL FASTENER L'TR I A _ 53/4MINIMUM EDGE DISTANCE e .. ' nay CONCRETE FASTENER SPACING CONCRETE STRENGTH (psi) MAXIMUM FASTENER SPACING (in.) HILT[ SIMPSON ITW REDHEAD 2000 4 4 3/4 - 3000 5 6 3118 4000 6 7 61/2 EXISTING CONCRETE / 4 e < _ STRUCTURE) 4 •� ` �. " "e '4 MIN.2000 PSI Y2' HILT] KWIK BOLT 3 S LIP 3%2" MIN. EMBEDMENT OR /2'SIMPSON WEDGE -ALL 3-3/" MIN. EMBEDMENT OR GUIDE SETBACK Y2" ITW REDHEAD TRUBOLT4-)'a'4-" MINIMUM EMBEDMENT j OPENING WIDTH (SEE TABLE FOR SPACING) -14'-5" MAX. D.B.G.2Ys 1 8Q GUIDE ASSEMBLY CONCRETESTRUCTURE (Z-GUIDE) 1 I— 2Y: EXISTING STEEL STRUCTURE ELD ENTIRE PERIMETER Yq 71 Y2-12 OF SLOT) C GUIDE SETBACK f OPENING WIDTH EXISTING (WELD ENTIRE 1 y2-12 PERIMETER OF SLOT) OPTIONAL STEEL MOUNTING 1 F— 2Ys GUIDE SETBACK � f OPENING WIDTH 14'-5" MAX. D.B.G. 3Y,—La j 1 Og GUIDE ASSEMBLY STEEL STRUCTURE ,(Z-GUIDE OR E-GUIDE) EXISTING FILI BLOCK STRUCTL MIN.1500 COMPRESSIVE STRENC GUIDE SE i OPENING t 14,-5" MP 0.188 bkKG. 0.586 1 ABOUT(. 0.797 1.250 3.125 0.407 0.657 O5 ENDLOCK / WINDLOCK DETAIL CAST MALLEABLE IRON ASTM A47, GRADE 32510, OR DUCTILE IRON PER ASTM A536 GRADE 65-45-12, GALVANIZED IN ACCORDANCE WITH ASTM A123, GRADE 85 ZINC -COATING 1/2 SCALE i t i 0,594 j 0.219 -� I 0.188 � t t 2.000 } �1.000 I� —I 0.531 1 C13ePYds 1.250 0.407 0.657 } C © WINDLOCK DETAIL } CAST MALLEABLE IRON ASTM A47, GRADE 32510, OR } DUCTILE IRON PER ASTM A536 GRADE 65-45-12, GALVANIZED IN ACCORDANCE WITH ASTM A123, GRADE 85 ZINC -COATING 1/2 SCALE