HomeMy WebLinkAboutNOAMM IDADS
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MUM, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
Best Rolling Doors, Inc.
9780 NW 79h Ave.
Hialeah Gardens, FL 33016
SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board
of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AW).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 AHD may immediately revoke, modify, or suspend the use of such
product or materialwithin their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miand-
Dade County Product Control Division 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 2004 including
the High Velocity Hurricane Zone.
DESCRIPTION:16'-0" Max. 24 Gage Slat Roll -Up Door.
APPROVAL DOCUMENT: Drawing No. 05-081, dated 05116105, with last revision on 05116105, tided: 16'-0" Max. 24
Gage Slat Roll -Up Door", sheets 1 through 3 of 3, prepared by Tilteco, Inc signed and sealed by W. A. Tillit Jr, PE, 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 Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LIMTPATIONS: This approval requires the manufacturer to do testing of all coils used to fabricate door slats under this
Notice of Acceptance: A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a
Miami -Dade County Certified Laboratory selected and paid by the manufacturer. Every 3 months, 4 times a year the
manufacturer shall mail to this office a copy of the Test Reports with confirmation that the specimens were selected from coils
at the manufacturer's production facilities and a notarized statement from that manufacturer that only coils with yield of 40
ksi or more shall be used to make panels for Miami -Dade County under this Notice of Acceptance.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
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 # 04-0413.02 and, consists of this page, evidence page as well as approval document mentioned
above.
The submitted documentation was reviewed by Cand' 1 . +ont PE.
NOA No 05-0606.01
_ Expiration Date: June 28, 2009
Approval Date: November 03, 2005
Page 1
Best Rolling Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE PAGE
A DRAWINGS:
1. Drawing prepared by Tilteco, Inc., titled: 16'-0"Max. 24 Gage Slat Roll -Up Door % Drawing No.05-081,
dated 05/16/05 with latest revision on 05116105, sheets 1 to 3 of 3, signed and sealed by W. A. Tillit Jr. PE.
B TEST:
1 Test report on Large Missile Impact Test per TAS 201, Cyclic Wind Pressure Test per TAS 203 and
Uniform Static Air Pressure Test per TAS 202 on Series: Roll -Up Door; Steel Garage Door", prepared by
Fenestration Testing Laboratory, Inc., laboratory # 2288, dated 05105199, signed and sealed by A. P.
Gonzalez, PE.
2. Test report on Tensile Test per ASTM A370 on Flat Tensile Steel, prepared by ATC Associates Inc
Laboratory Inc, Project # 13974.0001, dated 10/20/99, signed and sealed by S. E. Black PE.
C CALCULATIONS:
1 Calculations for attachment of guide to steel or masonryjamb, prepared by Tilteco, Inc with no
date, sheets 1 to 26, signed and sealed by W. A. Tillit Jr, PE on 03/14/00.
2. Revised calculations of 16'-0" Max 24 gage Slat Roll -Up Door dated 05116105, signed and
sealed by W.A. Tillit Jr. PE.
D. QUALITY ASSURANCE:
1. Building Code Compliance Office.
E STATEMENTS:
Clarification letter issued by Fenestration Testing Laboratory, Inc. on 03/05/01 and signed by A. Acevedo
PE.
Code compliance letter, issued by Tilteco, Inc. on 08/27/99, signed and sealed by W. A. Tillit Jr. PE.
No -financial interest letter, issued by Tilteco, Inc. on 08127/99, signed and sealed by W. A. Tillit Jr. PE.
F MATERIAL CERTIFICATION:
1. Notice of Acceptance # 01-1108.09, issued to Apache Products Company, and expiring on
01/11/2007.
2. Tensile test and affidavit complying with section 5 of the NOA, dated 09/28/05 signed by S. A.
Suarez and notarized by M.E. Rivera.
O� OS
C 'do . Font PE
Senior Product Control Examiner
NOA No 05-0606.01
Expiration Date: June 28, 2009
E-1 Approval Date: November 03, 2005
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420
8 '
7 1/2'
76'-0'
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6'
7'
• 518'D POWER BOLT W/ 6' MINIMUM EMBEDMENT. '
•' MAXIMUM SPACINGS FOR f'c = 3000 psi CONCRETE MAY BE INTERPOLATED IN BETWEEN '
f'c = 2000 PSI AND f'c = 4000 psi.
-57
EXISTING 7
STRUCTURE —
EXISTING
STRUCTURE
e.
114
Vy
LOAD DIAGRAM
19AD DIAGRAM
•RODDE7 REVISED
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