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HomeMy WebLinkAbout1902-0589 NOA0!D6-y M I D�ADE • DEPARTMENT OF REGULATORY AND E( BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE Cornell Iron Works, Inc. 24 Elmwood Avenue . Mountaintop, PA 18707 SCOPE: This NOA is being issued under the applica documentation submitted has been reviewed used in Miami -Dade County and other areas This NOA shall not be valid after the expirat' Miami -Dade County) and/ or the AHJ (in are material tested for quality assurance purpos( manufacturer will incur the expense of such t such product or material within their jurisdici Miami -Dade County Product Control Sect: applicable building code. This product is approved as described her including the High Velocity Hurricane Zone. MARID 51D1� ftt�1°9ie hwun�1�Ylt RESOURCES (RER) MIAMI-DADS 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/economy rules and regulations governing the use of construction materials. The d accepted by Miami -Dade County RER-Product Control Section to be ere allowed by the Authority Having Jurisdiction (AIM. date stated below. The Miami -Dade County Product Control Section (In other than Miami -Dade County),reserve the right to have this product or If this product or material fails to perform in the accepted manner, the ing and the AHJ may immediately revoke, modify, or suspend the use of 1. RER reserves the right to revoke this acceptance, if it is determined by that this product or material fails to meet the requirements of the and has been designed to comply with the Florida Building Code, DESCRIPTION: Steel Rolling Door up to 14'-5" Wide (80 FPS Impact) APPROVAL DOCUMENT: Drawn I No. ES-16-56-CIW, titled "14'-5" Wide 65 PSF 80 FPS Non - Insulated Rolling Steel Door", sheets 1 ough 6 of 6, dated 09/.10/2014, with revision A dated'03/27/2015, prepared by Cornell Iron Works, Inc., s gned 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 Contr 1 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label w th 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 d awing reference number, approval number (NOA), the applicable test standards, and the statement reading ` iami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or' r suiface of a panel. RENEWAL of this NOA shall be cons dered after a'renewal application has been filed and there has been no change in the applicable building code negativel}, 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 th I 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 nuinber 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 015-0111.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0125.10 MIAMI•DADE COUNTY File C O iration Date: July 9, 2020 r �ipproval Date: April 26, 2018 Pagel Cornell Iron Works, Inc. NOTICE OF ACC 1. EVIDENCE SUBMITTED PREVIOUS NOA's A. DRAWINGS "Submitted under NOA # 15-0112.06" 1. Drawing No. ES-16-56- , titled "14'-5" Wide 65 PSF 80 FPS Non -Insulated Rolling Steel Door", sheet 1 through 6 of 6, dated 09/10/2014, with revision A dated 03/27/2015, prepared by ornell 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) Unifo7 Static Air Pressure Test, Loading per FBC, TAS 202=94 2) Large Nfissile Impact Test per FBC, TAS 201-94 (Level `E') 3) Cyclic*_ ind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) T,ens& 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. D1278.01409-18, dated 01/29/2014, with revision 1 dated 03/25/2015, signed and sealed by MJchael D. Stremmel, P.E. 2. Test report on Salt Spr y Performance Test per ASTM B 117-09 of G90 unpainted and G40 painted samples, repared by Intertek, compliance letter and Test Report No. G100075502MID=002, dated 05/26/2010, signed and sealed by Rick Curkeet, P.E. C. CALCULATIONS "Submitte� d -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 I 1. Miami -Dade Departn}ent of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-01-IZ 06" 1. Private label aareement dated 12/11/2014. 2. Statement letter of code conformance to 2010 and 5t' edition (2014) FBC issued by Joseph H. Dixon, J ., 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, Jr., P.E., dated 01/03/2015, signed and sealed by Joseph H. Dixon, Jr., P.E. a¢ �B 2vrt� 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. A 2. NEW EVIDENCE A. DRAWINGS 1. Drawing No. ES-16-5642IW, titled "14'-5" Wide 65 PSF 80 FPS Non -Insulated Rolling Steel Door", sheens 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 # 18-0125.02" 1. Calculations prepared I by moment ENGINEERING + DESIGN, LLC, dated 01/12/2018, signed and (sealed by Shawn Patrick Kelley, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Depart E. MATERIAL CERTIFICA 1. None. of Regulatory and Economic Resources (RER) F. STATEMENTS 1. Statement letter of code conformance to FBC 61h Edition (2017), and of no fmancial interest, dated Janu 11, 2018, issued by moment ENGINEERING + DESIGN, LLC, signed and sealed by Shawn Patrick Kelley, P.E. 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 L'TR HOOD A #24 GA.(0.0219 MIN.) GALVANIZED OR 6 HOOD SUPPORT, WHEN REQUIRED ROLL -UP MECHANISM NOT INCLUDED IN TI STAINLESS STEEL APPROVAL. MUST BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY IF REQUIF OPERATION: 0 0 PUSH-UP CHAIN p SPRING o (SHOWN) ADJUSTOR CRANK MOTOR • 0 BRACKET STOPPERS 01 0 3 SLAT 0 0 • F- 0 0I U' • W 2 0 0 o U' Z • W GUIDE ASSEMBLY 2 2 GUIDE ASSEMBLY O �o • Q co o - _ � • uJ U- o - o • 4 BOTTOM BAR all SLIDEBOLT 0 SEE NOTE10 GUIDE SETBACK VARIES GUIDE SETBACK VARIES %2' STANDARD OPENING WIDTH %" STANDARD PRODUCT REVISED 14,- 5„ DISTANCE BETWEEN GUIDES (D.B.G.) as complying with the Flori Building Code 0 OVERALL DOOR ASSEMBLY NOA-No. 18-0125.1 1:32 SCALE Expiration Date 07/09/202 BY— Miami-Dadb Product Contrc L'TR Y2-13 SAE GR. 5, GR. 8, ASTM A325, OR A490 HEX HEAD BOLT, A Y2-13 NUT AND YZ' HARD ENED FLAT WASHERS AT.12" O.C. 1.000 2.500 2.500 --{ � 1.000 ORIENTATION FOR 1.937 CONCRETE AND BLOCK MAX.ORIENTATION FOR STRUCTURE STEEL STRUCTURE . OPTIONAL FOR STEEL r> STRUCTURE 3 Y2 x 3 Y2 x Y4 ASTM A36,STEEL 4.750 1.188 0.656 SLIP MIN. 0.0296 (2) 2 MAX (2) 2 2.813 —2 she -- 3 x 2 x Y4 ASTM A36 STEEL 5 ENDL-OCK4 181INDLOCK 6 WINDLOCK Ya 1-8 1.500 3 Y2 x 3 x Y4 ASTM A36 STEEL . % x 3/ ASTM A36 STEEL ® SLAT DETAIL O GUIDE ASSEMBLY DETAIL TYPICAL SECTION 1:2 SCALE -ASTM A653 HSLAS TYPE B GRADE 40 G40 WITH POLYESTER BASED ASTM A653 HSLAS TYPE A GRADE 40 G40 WITH POLYESTER BASED c 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 Ir TR A SUPPORTING / STRUCTURE F2(E)/ F2(Z) /// , F3 -- F1(E) F1(Z) Z OR E GUIDE F3 BETWEEN JAMBS GUIDE UNREDUCED WIND FORCES ON BUILDING STRUCTURE (LBS / FOOT OF HEIGHT) Z-GUIDE POSITIVE NEGATIVE F1 I F2 I F3 F1 I F2 F3 1986 1508 1913 3156 3634 1913 E-GUIDE POSITIVE NEGATIVE F1 F2- F3 F1 F2 F3 6517 6039 1913 6338 6816 11 1913 BETWEEN JAMBS GUIDE POSITIVE NEGATIVE F1 F2 1 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. %2-13 SAE GR. 5, SAE GR. 8, EXISTING STEEL ASTM A325 OR A490 HEX HEAD BOLT, STRUCTURE Y2-13 NUT AND %2" HARDENED OPENING WIDTH FLAT WASHERS AT 12" O.C. �— OR 1 /2-13 SAE GR. 5, SAE G R.8, ASTM A325 OR A490 HEX HEAD BOLT SLIP AND 112" HARDENED FLAT WASHERS AT 12" O.C. 0.656 TAPPED INTO MIN. NOMINAL 1/4" THICK HSS OR 1/4" THICK STEEL WITH MIN. 36,000 PSI YIELD STRENGTH 14 MAX. T COIL DIMENSION t 14'-5" MAX. D.B.G. —1— 3X —1 GUIDE ASSEMBLY STEEL STRUCTURE (BETWEEN JAMBS GUIDE) SHAFT ASSEMBLY 0 COIL DIMENSION BRACKET PLATE ASSEMBLY FASTENER BRACKET PACKOFF BRACKET MOUNTING HARDWARE WALL ANGLE OR EXISTING STRUCTURE FOR BETWEEN JAMBS ® 2 Z 0 zo. A� Will \ 'WALL FASTENER 13 BRACKET MOUNTING / TOP WALL ANGLE FASTENINb BRACKET MOUNTING PER DETAIL 7 DEPICTED, OTHER BRACKET MOUNTINGS ARE AVAILABLE SCALE: NTS L'TR A 53/4 MINIMUM EDGE DISTANCE 4 •. e c+ CONCRETE FASTENER SPACING CONCRETE STRENGTH (psi) MAXIMUM FASTENER SPACING (in.) HILT] SIMPSON ITW REDHEAD 2000 4 4 3/4 - 3000 5 6 31/8 4000 6 7 6112 ° ° EXISTING CONCRETE STRUCTURE 4 d. ° a' MIN. 2000 PSI d a Y2" HILTI KWIK BOLT 3 3%2" MIN. EMBEDMENT 0.656 OR %2" SIMPSON WEDGE -ALL 3 3/" MIN. EMBEDMENT OR GUIDE SETBACK Y" ITW REDHEAD TRUBOLT 4 Ya" MINIMUM EMBEDMENT f OPENING WIDTH (SEE TABLE FOR SPACING) f-14'-5" MAX. D.B.G. 3Ya 2Yz 1 ® GUIDE ASSEMBLY CONCRETE STRUCTURE 1 F— 2Y EXISTING STEEL STRUCTURE 'LIP .656 ELD ENTIRE PERIMETER Yq VI Y2-12 OF SLOT) GUIDE SETBACK /OPENING WIDTH L'TR A 1 2Y: F C 1 EXISTING STEEL --..,, STRUCTURE p SLIP C 0.656 S (WELD ENTIRE Y,- V 1 Y2-12 PERIMETER OF SLOT) OPTIONAL STEEL MOUNTING GUIDE SETBACK .,OPENING WIDTH 14'-5" MAX. D.B.G. 3Y 2Y2 1 Og GUIDE ASSEMBLY STEEL STRUCTURE ,(Z GUIDE OR E-GUIDE) EXISTING FILI BLOCK-STRUCTL MIN. 1600 COMPRESSIVE STREN( GUIDE SE .,OPENINC 14'-5" Mf 0.188 — 2.000 --1 1.000 1 1 0.500 1.7501.000 —i— G 0.219 0.586 0.531 0.797 RICAL_�,..f__1.250 3.1 25 ABOUT � 0.407 0.657 0.594 —� 0.219 0.188 3- 1 1 0.500 1.7501.000 —r- 2.000 1.000 0.531 _ SYMMETRICAL ABOUT 0.407 - L'TF A 1.250 0.657 © WINDLOCK DETAIL OENDLOCK / WINDLOCK DETAIL CAST MALLEABLE IRON ASTM A47, GRADE 32510, OR CAST MALLEABLE IRON ASTM A47, GRADE 32510, OR DUCTILE IRON PER ASTM A536 GRADE 65-45-12, GALVANIZED 1N DUCTILE IRON PER ASTM A536 GRADE 65-45-12, GALVANIZED IN ACCORDANCE WITH ACCORDANCE WITH ASTM A123, GRADE 85 ZINC -COATING ASTM A123, GRADE 85 ZINC -COATING 1/2 SCALE 1 /2 SCALE