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Home My WebLink AboutNOAl'LE COPY MIAMbMIAMI-DADS COUNTY E - PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Street, Ruam 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (N" www.miamidade.gov/building Overhead Door Corporation SCANNED 2501 South State Highway 121, Suite 200 BY Lewisville, TX 75067 St. Lucie County SCOPE: 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 BNC -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. BNC 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. Series 170/180, 9' Wide Steel Sectional Garage Door APPROVAL DOCUMENT: Drawing No. 411055, titled "Series 170; I BOWL WS9, 9' Max. Wide", sheets 1 through 3 of 3, dated 08109/11, prepared by Overhead Door Corporation, signed and sealed by LeRoy Krupke, P.E, bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Section. -MISSILE IMPACT RATING: Large & Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series 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 io 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. 1DIArla;11Vr7: A copy or mis entire 1V VH snail oe proviaeu ro me user oy uiu maaulacturcr ur uD distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, 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: 11-0211.03 . Expiration Date: September 08, 2016 40513�011 / Approval Date: September 08, 2011 Pagb 1 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 411055, titled "Series 170, 180WL WS9, 9' Max. Wide", sheets 1 through 3 of 3, dated 08/09/11, prepared by Overhead Door Corporation, signed and sealed by LeRoy Krupke, P.E. B. TESTS _ 1. Test report on: 1) Uniform Static Air Pressure Test, per FBC,-TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94, along with marked -up drawings of'a 9'x 7' Model 8024/8124 Galvanized Steel Sectional Door System, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA 2047W-3, dated 05/21/07, signed and sealed by Ramesh Patel, P.E. 2. Test report on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading Test, per FBC, TAS 203-94, along with marked -up drawings of a 9'x 7' Model 8024/8124 Galvanized Steel Sectional Door System with Impact Resistant Glazing, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA 2049W-2, dated 11/09/07, signed and sealed by Ramesh Patel, P.E. 3. Test report on Forced Entry Resistance per FBC; TAS 202-94 of a 16'x7' Series 180 Sectional Residential Steel Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-011O16,-dated 05/26/01, signed and sealed Arshad Viqar, P.E. 4: Test report on Tensile Test, per ASTM E8 on embossed steel, prepared by Certified Testing Laboratories, Inc., Report No. CTLA 1672W, dated 05/22/07, signed and sealed by Ramesh Patel, P.E. - 5. Test report on -salt spray exposure, per ASTIVI B117 on G30, G40 and G90 coupons, prepared by Environmental Testing Laboratory, Inc, Report No. 9100550287, dated 03/13/06, signed by Brady Richard. C. CALCULATIONS 1. Anchor calculations and commercial track design verification prepared by Overhead Door Engueezng, dated-02/08/11' signed and-sealed-by-LeRoy-Krupke,-PcE. - o9�jo/i! Carlos M. Utrera, P.E. Product Control Examiner NOA No 11-0211:03 Expiration Date: September 08, 2016 Approval Date: September 08, 2011 E-1 Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. Test report on Self Ignition Temperature per ASTM D1929 of EPS foam plastic, prepared by Omega Point Laboratories, dated 05/17/91, signed by William E. Fitch, P.E. 2. Test report on Surface Burning Characteristics (Flame Spread and Smoke Density - " Index) per ASTM E84 of EPS foam plastic, prepared by Omega Point Laboratories, dated 07/30/01, signed by William E. Fitch, P.E. 3. Notice of Acceptance'No. 10-0329.03, issued to Sheffield Plastic, Inc., for their Makrolon Polyearbonate Sheets, approved on 07/07/10 and expiring on 08/27/12. E. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC) F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC issued by Overhead Door Corporation, dated 02/08/11, signed and sealed by LeRoy Krupke, P.E. --- --- -2r No financial- interest letter issued by Overhead Door Corporation, dated 08108/11, signed and sealed by LeRoy Krupke, P.E. #47101�301/11 Carlos M. Utrera, P.E. .Product Control Examiner NOA No 11-0211.03 Expiration Date: September 08, 2616 Approval Date: September 08, 2011 E-2. D NOTES \ NOTES: 1. IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS} GLA7ING SHALL BE 1/4' MAKROLON—AR POLYCARBONATE (MIAMI—DADS NOA' #10-0329.03) OR EQUAL MAXIMUM GLARING DIM S ON$ SHALL BE 18.56' x 12.26. SEE DETAIL A ON SHEET 2 FOR ASSEMBLY DETAILS. 2. VINYL OR WOOD. DOOR STOP NALED A MAXIMUM OF 6' O;C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. 3. KEY LOCO. SLIDE LOCK, OR OPERATOR REQUIRED. 4. SECTION STEEL 70 HAVE A MINIMUM 24 GA THICKNESS VATH A MINIMUM G40 COATING AND .A MINIMUM YIELD STRENGTH OF 33.8 KSL S. 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. 6. WOOD SUBSTRATE FOR DOOR JAMB 15 TO BE MINIMUM 2x6 NO. 3 SOUTHERN PINE: REFER TO SHEET 3 FOR ATTACHMENT.TO SUPPORTING STRUCTURE. FOR DIRECT MOUNTING OF JAMB BRACKETS TO OTHER SUBSTRATES SEE JAMB DETAIL SHEET 2. FOR MOUNTING OF CON71NOUS WALL ANGLE. SEE CON71NOUS WALL ANGLE DETAIL SHEET 3. 7. FOR LOW HEAD ROOM LIFT CONDITIONS, .TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET VATH A MINIMUM OF (3) 1/4-14x7/B' SELF DRILLING CRIMPTITE SCREWS IN LIEU OF 'THE BRACKET SHOWN ON THIS DRAWING U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS. S. LOUVERS MAY BE INSTALLED ON THE DOOR IF THE TOTAL AREA OF THE LOUVER DOES NOT EXCEED 60 SQUARE INCHES 9. IN LIEU OF THE SHORT PANEL EMBOSSMENT SHOWN, LONG PANEL EMBOSSMENT, OR NO EMBOSSMENT MAY BE USED. FA SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOOR WIDTH DOOR. HEIGHT UNIFORM LOAD EACH JAMB (PLF) 8'-0' ALL +184.0 -208.0 9'-0' ALL +207.0/-234.0 APPROVED DESIGNS MODEL CONFIGURATION DESIGN EMBOSSMEN . 173 SHORT PANEL 174 LONG PANEL 175 FLUSH 183 SHORT PANEL— INSULATED 184 LONG PANEL.— INSULATED 185 FLUSH — INSULATED • INSULATION IS EXPANDED POLYSTYRENE IN COMPLIANCE WITH 2612.3.1.1 OF THE FBG 13 GA ROLLER SLIDE ATTACHED TO BRACKET W1TH'5/16-18 BOLT & NUT IN CENTER SLOT AND 1/4-20x9/16' TRACK BOLT & 1/4-20 HEX NUT THROUGH ANY TWO ALIGNING HOLES- 13 GA COMMERCIAL 'A' FRAME TOP BRACKET ATTACHED WITH 04 ADD (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS (INSIDE OF EACH END HINGE )1 'G G/ 2' NYLON WINDLOAD ROLLER \/ WITH 4-1/2' STE 14 CA WIDE BODY END . _ _ _ _ _ ___ HINGE ATTACHED WITH (4) 1/4-14x7/8' SELF DRIWNG CRWP71TE SCREWS 18 GA NARROW.BODY INTERMEDIATE HINGE ATTACHED WITH (4) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS 14 GA BOTTOM BRACKET ATTACHED WITH (2) 1/4-14x7/8' SELF DRIWNG CRIMPTITE SCREWS AND (1) 1/4-14x6/8' SELF DRILLING PAMPER RESISTANT BCREW—� JAMB BRACKET SCHEDUL DOOR HEIGHT NO. OF SECTIONS NO. OF JAMBI BRACKETS EACH JAMB) TIO BRACKET OF TRAI 6'—e 4 7 2 JB—US . 70 JB—US , 21-3 4 Je—US 29-3 4 JB 7'-0' 4 7 2 JB—US . 10 JB—US . 21-3 4 J8—US , 29-3 4 JB 7-6 5 8 2 JB—US 10, JB—US, 18-3 4 JB—US 26-3 4 5 8 9- 8-0 1 SEE NOTE BELOW ALL DOORv��H �° �• 000 0 0 * v�v'a:4e1 ."Ticue I k"OO 1� �401 0 SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x1 OR WITH DECORATIVE OVERLAY REQUIRE USE - eP RATINGS APPROVED SIZES 0 1 PSF): 48/-52 MAX WIDT9' MAX HEIGHH:T: 14' IMPACT/CYCLIC RATED: YES (HVHZ) MAX SECTION HEIGHT. 21 SER. D, NOTES FF 0.0�,Jl M�x3/4'-. MIN j • NON STRUC S AIMLESS SCREWS PATH STAINLESS BACKED DOPTIONAL ECORATIVE OUTER W7 RUBBER WASHERS --, \ 1/-Y PCLYCARBONATE 1/8" BEAD GE ULTRAGLAZE ./�-- �. SSG4000AC .� CTR11(:TI IRAI I FACER STEEL OPTIONAL I V/ NON-STRUCTURAL — _� j• DECORATIVE INNER WINDOW TRIM ® DETAIL A 1-5,W THK POLYSTYRENE 2 3/4" MIN EDGE DIS1 c . 31Y SIMPSON TITEN HD, 2-3/4' MIN EMBED INTO MIN 2000 PSI CONCRETE FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-2Ox9/18' TRACK BOLT AND 1/4-20 HEX NU PS BACKER EXTERIOR STEEL Al (2 OF Al D NDTGS 13 GA MIN CONTINUOUS UCE PLATE WALL ANGLE 14' MIN 11 GA MAX CLIP ---- IV �yy I MAX 0.28' 12' ' T MAX7HIS SEE CUP DETAIL SHEET 13 GA MIN CONTINUOL WALL ANGI MAX 12' MAX I MI it e MAX TRACK ' CLIPS TO BE EITHER 3/8" SIMPSON TITEN BOLTED OR WELDED. SEE HD, 2-3/4" MIN DETAILS THIS PAGE EMBED INTO MIN 20M PSI CONCRETE FOR EACH HOLE LOCATION MAX SPAgNG OF ANCHOR TRACK 3/8" SIMPSON TITEN 3/8" HD SCREW ANCIIOR TO HD SI MINIMUM 2000 PSI MINIM CONCRETE GROU I (SEE NOTE 1 BELOW) (SEE °. (3) 1/4"-20 TRACK. 24 , - OR -CARRIAGE BOLT- -- - WITH 1/4'-20 NUT 1. BASED ON 3/8' SIMPSON 1 MINIMUM EMBEDMENT DEPTH OF TYPLGAI L1 IP -2, BASED ON 3/8" SIMPSON'L BOLTING DETAIL A MINIMUM EMBEDMENT DEPTH CONCRETE MASONRY UNITS SHl 3, BASED ON 3/8" DIAMETER M INTO SEASONED DRY WOOD SLIT ' 0 —MIN 11 GA CUP 4. PROVIDE QUANTITY OF SCR • TABLE WITH A MINIMUM OF THR ' AT TOP AND BOTTOM OF JAMB 5. LOAD PER JAMB CALCULATI (1) 1/4"-20 TRACK 6. CHART INCLUDES A SAFETY • OR CARRIAGE BOLT 7. DOOR JAMB TO BE MINIMUM WITH 1/4'-20 NUT B. DESIGN OF THE SUPPORTS - — - - - - DESIGNED FOR THE-LOADS-USTI- - S. SCREW ANCHORS OR LAG SL WELDING DETAIL 2 3//4' N EDGE DIST 6/16" LAG S MIN 2 x 6 L EACH HOLE I WALL ANGLE- " TRACK BOLT HEX NUT- 2 3/4' 31' EDGE DIST AP, CONTINOUS WALL ANGLE DETAILS - I 6" MAX. MAXIMUM SPACING 6" MAX. � C:) V W J � / % i4 \ } } \ )4 ar \ % q %` e± c k)( | ages q L aY2 R q. S; 44 'O 1 �a Us 'Fill s 4;u I'k;j3 3 r�1 �<( J�9 a� L--j am. ,. ?e AW ym�